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TABLE OF CONTENTS (CONTINUED)
DIVISION 08000
SECTION OB210 vvO::)(:>l:X:X:BS
SECTION OB712 DOOR HARDWARE
SECTION OBBOO GlAZING
DIVISION 09000
SECTION 09210 GYPSUM PLASTER
SECTION 09215 VENEER PLASTER
SECTION 09311 CERAMIC TILE FLOOR FINISH
SECTION 096B6 CARPETING WITH CUSHION
SECTION 09900 PAINTING
DIVISION 10000
SECTION 10160 METAL TOILET COMPARTMENTS
SECTION 10BOO TOILET mD BATH ACCESSORIES
DIVISION 11000
Not used
DIVISION 12000
Not used
DIVISION 13000
Not used
DIVISION 14000
Not used
DIVISION 15000
SECTION 15410 PLUMBING PIPING
SECTION 15430 PLUMBING SPECIALTIES
SECTION 15440 PLUMBING FIXTURES
SECTION 15520 STEAM & STEAM CONDo PIPING
SECTION 15BOO HEAT TRANSFER UNITS
DIVISION 16000
SECTION 16050 BASIC MATERIALS AND METHODS
SECTION 16120 WIRE AND CABLE
SECTION 16141 WIRING DEVICES
SECTION 16510 LIGHTING FIXTURES & EXIT SIGNAGE
END OF TABLE OF CONTENTS
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PN::E 12B
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D. In submission of substitutions to products specified. Bidders shall
include in their Bid, any changes required in the Work and changes to
Contract Time and Contract Sum/Price to accommodate such
substitutions. A later claim by the Bidder for an addition to the
Contract Time or Contract Sum/Price because of changes in Work
necessitated by use of substitutions shall not be considered.
4. SITE ASSESSMENT
4.01 SITE EXAMINATION
A. Examine the project site before submitting a Bid.
B. The currently occupied premises at the project site are open for
examination by Bidders only during the following hours:
Monday through Friday: 8 A.M. through 5 P.M.
C. All bidders are required to attend a pre bid conference at the location of
the project. The exact date and time will be furnished each prospective
bidder by mail and/or by telephone. Failure of the bidder to receive this
Information on time shall not constitute negligence on the part of
Jefferson County or it's employees. The bidder shail employ a sufficient
effort such as would be necessary to establish the time and date of this
meeting.
5. QUALIFICATIONS
5.01 EVIDENCE OF QUALIFICATIONS
A. To demonstrate qualification for performing the Work of this Contract,
Bidders may be requested to submit written, evidence of financial
position, previous experience, current commitments, license to perform
work In the State of Washington.
5.02 PREQUALlFICATION
A. Jefferson County does not require prequalificatlons of prospeclive
bidders prior to furnishing them a bid proposal packet. However,
Jefferson County will determine a bidder's qualifications after bids
are submlfted. This determination shall be based upon financial
ability to complete the project and prior contract performance.
5.03 SUBCONTRACTORSlSUPPLI ERSlOTHERS
A. The Owner reserves the right to reject a proposed
Subcontractor for reasonable cause.
B. Refer to AlA Article 5 of General Conditions A201.
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6. BtD SUBMISSION
6.01 BID DEPOSITORY
A. As noted in Document 00020: Cail For Bids
6.02 SUBMISSION PROCEDURE
A. Bidders shail be solety responsibte for the delivery of their Bids in the
manner and time prescribed.
B. Submit one copy of the executed offer on the Bid Forms provided,
signed and sealed with the required security and bid bond in a closed
opaque envelope, clearly Identified with Bidder's name, project name
and Owner's name on the outside.
C. Improperly completed information, Irregularities in bid bond, may
be cause not to open the Bid Form envelope and declare the Bid invalid
or informal.
D. An abstract summary of submilled Bids will be made available to all
Bidders following Bid opening.
6.03 BID INELIGIBILITY
A. Bids that are unsigned, improperly signed or sealed, conditional, illegible,
J obscure, contain arlthmelical errors, erasures, alterations, or
Irregularllies of any kind, may at the discretion of the Owner, be
declared unacceptable.
B. Bid Forms, Appendices, and enclosures which are Improperly prepared
may at the discretion of the Owner, be dectared unacceptable.
C. Failure to provide security deposit, bonding or insurance requirements
may at the discretion of the Owner, Invalidate the Bid.
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7. BID ENCLOSURES/REQUIREMENTS
7.01 SECURITY DEPOSIT
A. Bids shall be accompanied by a security deposit as follows:
1. As noted in Document 00020: Call For Bids
B. Endorse the Bid Bond In the name of the Owner as obligee,
signed and sealed by the Contractor as principal and the
Surety.
C. The security deposit will be returned after delivery to the Owner of the
required Performance Bond by the accepted Bidder.
D. Include the cost of Bid security In the Bid Price.
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E. After a Bid has been accepted, all securities will be returned to the
respective Bidders within ten days after execution of the contract.
F. If no contract is awarded, all security deposits will be returned.
7.02 CONSENT OF SURETY
A. Submit with the Bid.
7.03 PERFORMANCE ASSURANCE
A. Accepted Bidder: Provide a Performance bond as described in Document
00600 - Contract Bond.
B. Include the cost of performance assurance bonds in the Bid Price and
identify the cost when requested by the Owner.
7.04 INSURANCE
A. Provide an executed "Undertaking of Insurance" on a standard form
provided by the insurance company stating their Intention to provide
Insurance to the Bidder in accordance with the Insurance requirements of
the Contract Documents.
7.05 BID FORM REQUIREMENTS
A. Complete all requested Information in the Bid Form and Appendices.
7.06 FEES FOR CHANGES IN THE WORK
A. Include in the Bid Form, the overhead and profit fees on own Work and
Work by Subcontractors, applicable for Changes In the Work, whether
additions to or deductions from the Work on which the Bid Price Is based,
s noted on Bid Form.
7.07 BID FORM SIGNATURE
A. The Bid Form shall be signed by the Bidder, as follows:
1. Sole Proprietorship: Signature of sole proprietor In the presence of a
witness who will also sign. Insert the words "Sole Proprietor" under
the signature.
2. Partnership: Signature of all partners in the presence of a witness
who will also sign. Insert the word "Partner" under each signature.
3. Corporation: Signature of a duly authorized signing officer(s) In their
normal signatures. Insert the officer's capacity in which the signing
officer acts, under each signature. Affix the corporate seal. If the Bid
Is signed by officials other than the President and Secretary of the
company, or the PresidenVSecretarylTreasurer of the company, a
copy of the by-law resolution of the Board of Directors authorizing
thom to do so, must also be submitted with the Bid Fonm In the Bid
envelope.
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4. Joint Venture: Each party of the joint venture shall execute the Bid
Form under their respective seals in a manner appropriate to such
party as described above, similar to the requirements of a
Partnership.
7.08 ADDITIONAL BID INFORMATION
A. Submit the following Appendices to the time stated af1er Bid submission,
when requested to do so by the owner:
1. Appendix A . Subcontractors: 48 hours.
B. Appendix A . Subcontractors: Include the names of all Subcontractors
and the portions of the Work they will perform.
7.09 PREVAILING WAGE REQUIREMENTS
A. Contractor must conform to all local, stale, and federal prevailing wage
requirements and must obtain all information related to paying
prevailing wages and filing intent to pay prevailing wages and
affidavit of.vages paid. Contractor must pay all fees incurred In filing
these forms. Sample forms are provided in Document 00660 and a
sample prevailing wage chart is provided In Document 00670. The
inclusion of these documents in the specificafion document does not
diminish the responsiblity of the contractor In any way as to
establishing current requirements or current prevailing wage rates.
7.10 RETAINAGE
A. The Jefferson County Department of Public Works standard rate of
retainage for this project is set at the rate of five percent (5%).
8. OFFER ACCEPTANCE/REJECTION
8.D1 DURATION OF OFFER
A. Bids shall remain open to acceptance for a period of thirty (30) days
after the Bid closing date.
8.02 ACCEPTANCE OF OFFER
A. The Owner reserves the right to accept or reject any or all offers.
B. After acceptance, the Jefferson County Department of Public Works
wili issue to the successful Bidder, a written letter of Contract Award
END OF DOCUMENT
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DOCUMENT 00310
BID FORM
Proposal of
(name, address, lelephone number of bidder)
Proposal for the Phase Three Renovation of the Jefferson County Courthouse
To: Board of Jefferson County Commissioners
P.O. Box 1220
1820 Jefferson Street
Port Townsend, Wa 98368
Dear Sir:
The Undersigned, having examined the site of the proposed work, Drawings,
Specifications, and related documents, being familiar with all of the conditions relating
to the construction of the proposed project, Including the availability of materials,
services, equipment and appliances required in connection with or incidental to said
construction In strict conformance with lhe following:
Specifications: Instructions 10 bidders: General Conditions and Architectural Sheets: 1
cover,2,3 architectural and plumbing ,4,5,6,7,8: and Electrical/mechanical Sheet 9.
As prepared by the Jefferson County Department of Public Works for the Base Bid
Amount of:
Dollars ($
The above Base Bid is ~ of Washington State and Local Sales Taxes.
Alternate One (deduct)
Alternate Two (deduct)
The above Alternate pricing Is ~ of Washington Slate and Local Sales Taxes.
All applicable taxes which the Contractor Is required to pay as herein specified shall be
Included by him In his various bid price(s) or any other compensation to be paid to him
under the contract.
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SUPPLEMENTAL BID BREAKDOWN
All bidders shall submit a detailed bid breakdown on this form at the time of bid opening
and shall identify all prices in each separate category where applicable. Any bidder that
fails to itemize the bid in each category may have their bid rejected at the option of
Jefferson County.
Division One:
Division Two:
Division Three:
Division Four:
Division Five:
Division Six:
Division Seven:
Division Eight:
Division Nine:
Division Ten:
Division Eleven:
Division Twelve:
Division Thirteen:
Division Forteen:
Division Fifteen:
Division Sixteen:
General Requirements
Site Work
Concrete
Masonry
Metals
Woods and Plastics
Thermal and Moisture
Doors and Windows
Finishes
Specialties
Equipment
Furnishings
Special Construction
Conveying Systems
Mechanical
Electrical
Protection
Subtotal
Overhead and Profit
Bond fee
7.8% Sales tax
Total (should match figure on bid cover sheet)
Change order rates
Profit and overhead as a percentage
Bond fee as a porcentage
List all other rates as a percentage
All rates listed must comply with the requirements of the bid documents as stated in the
bid documents.
Alternate One (deduct)
Retain existing sink cabinet and all plumbing In Room 205, dolete new cablnet,slnk,trlm
and Installation of new sink and cabinet in Room 205
Subtotal
Overhead and Profit
Bond fee
7.8% Sales tax
Total (should match figure on bid cover sheet)
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Alternate Two (deduct)
Retain all three fin tube radiator units with controls In Room 203, delete new Runtal
VLX radiators and new controls in Room 203 inclusive of installation and demolition.
Remove one existing non fin tube type radiator, controls and secure the steam lines.
Repaint three fin tube cabinets, owner selected color.
Subtotal
Overhead and Profit
Bond fee
7.8% Sales lax
Total (should match figure on bid cover sheet)
TIME OF COMPLETION
We agree to complete the work of this contract in ( I calendar days. In
lhe event said bidder Is not able to commence this project within 45 days of the bid
opening, notification shall be included in the bid package and presented at the bid
opening. In lhe event that the work is not completed at said lime, the Contractor agrees
to forfeit to the Owner lhe sum of One Hundred Dollars ($100.00) as liquidated damages
for each and every calendar day the work remains uncompleted.
ADDENDA
Receipt of Addenda numbered, ' are
hereby acknowledged and all cost of work lherefore have been Included in this proposal.
The Contractor is hereby advised that by signature of this proposal he is deemed to have
signed the following non-collusion certlficatae required for this project.
NON.cOLLUSION CERTIFICATE
The undersigned, being duly sworn, deposes and says that the person. firm, association,
co-partnership or corporation herein named, has not, eilher directly or Indirectly,
enterd Into any agreement, participated in any collusion, or otherwise taken any action
In restraint of free competitive bidding In the preparation and submission of this
proposal 10 Jefferson County for lis consideration In the award of the contract.
The Contractor for himself, and for his heirs, executors, administrators, successors,
assigns, does hereby agree to the full performance of all the covenants herein contained
upon the part of the Contractor.
It Is further provided that no liability shall allach to the County by further reason of
entering Into this contract, except as expressly provided herein.
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IN WITNESS WHEREOF, lhe Contractor has executed this instrument, on the day and year
first below written.
Executed by lhe Contracto~,
, 1990
~&Iol_
Foregoing contract approved and ratified
, 1990
Surety
Attorney-in.fact
On this day personally appeared before me known to me to be
the individuals described in and who executed the within and foregoing instrument, and
acknowledge that they signed the same as their free and voluntary act and deed, for the
use and purpose therein mentioned.
Given under my hand and official seal this _ day of
1990.
Notary Public in and for the State of Washington
residing at
BID GUARANTEE:
The undersigned furnishes herewith bid guarantee in the amount of 5% of lhe total of the
base bid proposal. This bid guarantee warrants that the undersigned will not withdraw
his proposal for a period 01 thirty (30) days after the scheduled closing time for the
receipt of proposals. That If this proposal Is accepted, the undersigned will enter Into a
formal contract prepared by Jefferson County and that the required performance bond
and payment bond will be given. In the event of the withdrawal of this proposal within
the period stipulated above, or the failure of the undersigned to enter Into a contract and
give the required bonds within the ten (10) days alter the undersigned has received
notice of the acceptance of this proposal, the undersigned shall be liable to the Owner for
the lull amount of the bid guarantee as liquidated damages on account of the default of the
undersigned.
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If a bid bond is used, it shall be submitted on a form furnished or approved by the County
and signed by lhe bidder and his surety company. The sureties attorney in fact must be
registered with lhe Washington State Insurance Commission.
Bidder
By
Street Address
City
State
Zip
Telephone Number
State of Washington, Contractor Registration Number
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DOCUMENT 00500
CO\ITRA.CT FORM
c:x:MRl>CT
JEFFERSON COUNTY, WASHINGTO\I
THIS AGREEMENT, made and entered into this day of . 1990,
between the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners
and the Director of Public Works under and by virtue of Tille 36, RCW, as amended and
of
hereinafter called lhe Contractor.
WITNESSETH:
That in consideration of the terms and conditions contained herein and attached and made
a part of this agreement, the paries hereto covenant and agree as follows:
1. The Contractor agrees to furnish all materials and do certain work, to.wit: That
the said Contractor herein will undertake and complete fhe following described work: the
Phase Three Renovation Project located at the Jefferson County Courthouse in accordance
with and as described in the attached plans and specificafions and shall perform any
alterations in or additions to the work provided under this cO;'ltract and every part
thereof.
The Contractor shall provide and be at the expense of all equipment, work and labor of
any sort whatsoever that may be required for the transfer of materials and for
constructing and completing the work provided for in this contract and every parf
therof, except such as are mentioned in the specifications to be furnished by the County
of Jefferson.
2. The County of Jefferson hereby promises and agrees with the Contractor to
employ, and does employ the Contractor to provide the materials and to do and cause to be
done the above described work and to complete and finish the same according to the
attached plans and specifications and the terms and conditions herein contained, and
hereby contracts to pay for the same according to the attached specificafions and the
schedule of unit or Itemized prices hereto attached, al the time and in lhe manner and
upon the conditions provided for In this contract. The County further agrees to employ
the Contractor to perform any alterations In or additions to the work provided for In this
contract thaf may be ordered and to pay for the same under the terms of this contract and
the attached plans and specifications.
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DOCUMENT 00600
CONTRACT BO'JD FORM
CCNTRACT 8O'JD
JEFFERSON COUNTY, WASHINGTON
KNOW ALL MEN BY THESE PRESENT:
That ' of
, as Principal,
and ' as Surety, are jointly and
severally held and bound unto the County of Jefferson, the penal sum of
Dollars ( $ ) , for the payment of which
we jointly and severally bind ourselves, our heirs, executors, administrators, and
assigns, and successors and assigns, firmly by these presents.
The condition of this bond is such lhat WHEREAS, on the day of
, A.D. , 1990, the said Principal herein,
executed a certain contract with the County of Jefferson, by the terms, conditions and
provisions of which contract the said
Principal herein, agrees to furnish all materials and do certain work, to-wit: That lhe
said Principal herein will undertake and complete the following described work:
The Phase Three Renovation Projecttocated at the Jefferson County Courthouse in
accordance with and as described in the attached plans and specifications and shall
perform any alterations in or additions to the work provided under this contract and
every part thereof, in Jefferson County, Washington, as per maps, plans and
specifications made a part of said contract, which contract as so executed, is hereunto
attached and is now referred to and by this reference Is incorporated herein and made a
part hereof as fully for all purposes as if here set forth at length.
NOW, THEREFORE, If the Principal herein shall faithfully and truly observe and comply
with the terms, conditions and provisions of said contract In all respects and shall well
and truly and fully do and perform all matters and things by the said Principal
undertaken to be performed under the said contract, upon the terms proposed therein,
and within the time prescribed therein, and until the same Is accepted, and all persons
who shall supply such contractor or subcontractor with provisions and supplies for the
carrying on of such work, and shall in all respects faithfully perform said contract
according to law, then this obligation to be void, otherwise to remain in full force and
effect.
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INSTRUCTIONS TO CO:\lI'LETE THE
AFFII)A VIT OF PREVAILING WAGES PAIl)
.ii'
1. Enter each craft you employed on this project.
a. Contractors intending to hire operating engineers or teamsters must describe the type and list the
size or rated capacity of their equipment.
If the work was done by owners or partners please state so,
If the work was done by owners or partners #2, #3 and #4 need not be completed.
Partners who own less than 30 percent of a pannership are considered to be employees,
2. If apprentices have been employed on this project, provide this additional infonnation: name,
registration number, stage of progression and date hired,
3. Enter the rate of hourly pay for each craft or classifcation.
4. Enter the rate of hourly fringe benefits only if you are paying one or more of the following benefits:
vacation, group medical insurance (e.g., Blue Cross, County Medical, etc.), pension and/or an
apprentice training fund.
a. Individual company pension plans must be approved by the Industrial Statistician for Public
Works Projects.
b. Apprentice training programs must be approved by the State Apprenticeship Council.
PLEASE NOTE: The sum of #3 plus #4 must equal or exceed the prevailing rate of wage.
IMPORTANT:
ANY WORKER NOT REGISTERED WITH THE STATE APPRENTICESIIIP COUNCIL MUST
BE PAID PREVAILING JOURNEYMAN WAGES. ANY APPRENTICE NOT REGISTERED
WITH THE STATE APPRENTICESHIP COUNCIL WITHIN 60 DAYS OF HIRING 1\1UST liE
PAID PREVAILING JOURNEYMAN WAGES FOR TilE TIME PRECEDING TilE DATE OF
REGlSTRA TION.
CONTRACTORS ARE RESPONSIIlLE FOR OIlTAINtNG AND FILING AFFIDAVITS OF TilE
SUII-CONTRACTORS. This is required by IllW llnd payments can not lawfully be made until
such affidavits arc filed.
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State of Washington
Department of Revenue AX-02
Aud~ Procedures 8. Review
Olympia. Washington 985(14-0090
Reg, No,:_
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NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
From:
USE ONLY
Notice is hereby given relative to the cor"j:)I!ltion of contract or project described below,
Description of Contract
Contractor's Name
Telephone No.
Contractor's Address
Date Work Accepted
Date Work Cammer-cEld
Date Work Completed
Surety or Bonding Co.
Agent's Address
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Con1ract Amount: $
Amount Disbursed:
$-----
Additions:
Amount Retained:
Sales Tax:
Total:
Total:
By
(Disbursirg Offoce~
Phone No,
The Disbursing Officer must complete and mRUthraa copies of this notice to the Department of Revenue, Olympia,
Washington 98504,Immedlately after acceptance of tl10 work done undor this contract. NO PAYMENTS SHALL
BE MADE FROM RETAINED FUND until receipt 01 Department's certificate, and then only In a=rdance with said
certificate.
FORM REV 31 0020 (2-86)
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Affidavit of'
I'REVAILI:\G WAGES PAID
(Public \,"orks Contract)
Dcparlnlcnt of Libor &. IndllS[f1CS
ESAC Division HC-710
lJ2S Plum Street
Olympia. \Va. 9S504-0631 (206) 753-4019
(Type or print <:Ie~rl)u-this Is .your
APPROVED FORMS TO BE RETURNED TO:
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I:,\'SEJ{T CARHOS PAPER
IlEFOIIE C()~lI'LETf"(;
mailinJ,: lahcl) Contract/UPw
f'.;o.
Bid 'dllc d~tc
Date COrll.1.Jct a-""':~rd~d...
; address
'Cou-nl-y-;'fiere" worCrcrforme-d
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dale the DcpartmenJ receiyed your documenJ with the corrcel approval fa.
CONTRACT A\VARDING name
PUBUC AGENCY
'Fnmeconua~tor-'--'
. \9 :is-;-sulcrrien-i-c;r inlcrlT-Ctl cd -for-tJl~oJeci? ----
YesD NoU
pnone no. (iirtc-;;or.k co-mpleted--.
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st3le ZiP
SEE INSTRUITIONS ON REVERSE SIDE
L CRAFf
:2. APPRENTICES: Name, registration #.' 3, RATE OF , 4, RATE OF HOURLY
stage of progression & date of hire l HOURLY PAY! FRINGE BE~'ErnS
:
I hereby certify that the above infomJation is corrcct and that all workers 1 employed on Ulis Public Works ProJCCt were paid no less
than the Prevailing Wage Rate as detemlined by the Industrial SUltistician of Ihe Department of L.1bor and Industries. I understand
that contractors who violaLC Prevailing \Vagc L..1ws arc subjeCt to COnLTaClOr'S Signature
fines and/or debarment.
Comploto this form in trlpllcato and hovo oach notarlzod
STATE OF WASHINGTON
TYPc.'oi Pri'iilCo.mpany"Name.
PhoneN'
A'ddicss
County of
... .. .s~~'i~'''i'{p''
C~~t~~~'t~~;s" R~.gi~tt~ti~~ '.N~.
City
Signed or attested before me on
(Signature of notary public)
L ..."""' I lJse Onh'
APPROVED
Dcpanmenl of L.1bor & Industries
- i
My appointment e~pire!;
CONTRACT'ORS, MAIL AN APPROVED COpy TO THE
CONTRACT' AWARDING PUnLlC AGENCY
F700.007-000 nrfidavit of wages 10-87
/!Idll.':tria/ S,alisdcian
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Il\'STRUCTIONS TO CO.\1PLETE THE
AFFIDA VIT OF I'REVAILI:"IG WAGES PAID
1. Enter each craft you employed on this project.
a. Contractors intending to hire operating engineers or teamsters must describe the type and list the
size or rated capacity of their e<Iuipmenl.
If the work was done by owners or panners plcase slate so.
If the work was done by owners or panners #2, #3 and #4 need not be completed.
Partners who own less than 30 percent of a pannership arc considered to be employees.
2. If apprentices have been employed on this project, provide this addilional information: name,
registration number, stage of progression and date hired.
3. Enter the rate of hourly pay for each crafl or classifcation.
4. Enter the rate of hourly fringe benefits only if you are paying one or more of the following benefits:
vacation, group medical insurance (e.g., Blue Cross, County Medical, elc.), pension and/or an
apprentice training fund.
a. Individual company pension plans must be approved by the Indusnial Statistician for Public
Works Projects.
b. Apprentice training programs must be approved by the State Apprenticeship Council.
PLEASE NOTE: The sum of #3 plus #4 must equal or exceed the prevailing rate of wage.
IMPORTANT:
ANY WORKER NOT REGISTERED WITH TilE STATE APPRENTICES!lIP COUNCIL MUST
BE PAID PREVAILING JOURNEYMAN WAGES. ANY APPRENTICE NOT REGISTERED
WITH THE STATE APPRENTICESIIlP COUNCIL WITHIN 60 DAYS OF HIRING MUST BE
PAID PREVAILING .JOURNEYMAN WAGES FOR THE TIME PRECEDING TilE DATE OF
REGISTRA TION.
CONTRACTORS ARE RESPONSIIILE FOR OBTAINING AND FILING AFFlDA VITS OF THE
SUB-CONTRACTORS. This is required by law and pa,'meats can nnl la",full" be made until
such affidavits arc filed.
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SECTION 00701
GENERAL CONDITIONS. AlA
1 GENERAL CONDITIONS
A. AlA Document A201 General Conditions 01 the Contract lor Construction (1987
Edition), Is the General Conditions between the Owner and Contractor and hereforth shall be a
'binding document inctusive in the contract documents.
2 SUPPLEMENTARY CONDITIONS
A. Amendment to AlA Document A201 Article 7.9.1 lines 9 through 12: detete
"arbitration in accordance with the Construction Industry Arbitration Rules of the American
Arbitration Association then obtaining untess lhe parties mutually agree otherwise." This shoutd
read" the Direclor of the Jefferson County Department of Public Works."
B. Amendment to AlA Document A201 Article 7.9.2 lines 3 and 4: detete "American
Arbitration Association". This should read: "Jefferson County Deparment of Public Works" .
END OF GENERAL CONDITIONS
19
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SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 SECT:ON INCLUDES
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A. Work by Owner.
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B. Owner furnished Products.
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C. Contractor use of site and premises.
D.. Future work.
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E. Work Sequence.
F. Owner occupancy.
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1.02 WORK BY OWNER
A. Items noted 'NIC' (Not in Contract), will be furnished and installed by
Owner.
Items noted 'telephone outlet' will be furnished by owner and installed by
contractor to be selected later.
All work shall be coordinated with the contractor and owner 10
fac1l1tate a good, economical installation.
B. Owner will remove and retain possession of the following
items prior to start of work:
1. Existing lighting fixtures.
2. Existing cedar wainscoting and misc. trim.
3. Existing plumbing fixtures and heating and plumbing
fitting, thermostats, control vatves.
Note: contractor must view materials In both categories above to
determine what material is usable before bid opening.
1.03 OWNER FURNISHED PRODUCTS
A. Products furnished to the site and paid for by Owner:
1. Existing ceramic hallway floor tiles.
2. Existing used cedar wainscoting and misc. trim.
3. Light fixtures as noted on plans
Note: contractor must view materials In both categories above
to determine what material Is usable before bid opening.
B. Owner's Responsibilities:
1. On delivery, inspect Products jointly with Contractor.
20
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c. Contractor's Responsibilities:
1. Handle, store, install and finish Products.
2. Repair or replace items damaged after receipt.
1.04 CONTRACTOR USE OF SITE AND PREMISES
A. Limit use of site and premises to allow:
1. Owner occupancy of adjoining oHice spaces during regular
business hours.
2. Work by Others and Work by Owner.
3. Use of site and premises by public.
4. Work can only lake place during hours when there is no court
in session, and schedule must be worked out with owner and all
parties in the courthouse through the Department of Public
Works. An outline of generally acceptable hours that may be
used for construction will be outlined in the pre bid
conference. On site work will generally be limited to late
afternoons, all nights, and weekends unless work is of a light
construction and low noise nature.
1.05 FUTURE WORK
B. Provide for future installation of telephone system,
microphones, video equipment extension into contract area
as noted on plans.
1.06 WORK SEQUENCE
A. Construct Work in stages to accommodate Owner's occupancy requirements
during the construction period, coordinate construction schedule and
operations with Owner: (see 1.04.A.4 above)
B. Cooperate with Owner to minimize conflict, noise, fumes, noxious odors
and to facilitate Owner's operations. (see 1.04.A.4 above)
C. Schedule the Work to accommodate this requirement. (see 1.04.A.4 above)
PART2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
ENDOFSECllON
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SECTION 01019
CO'lTRACT CONsIDERA TlO'>JS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Cash allowances.
B. Contingency allowance.
C. Inspection and testing allowances.
D. Schedule of Values.
E. Application for Payment.
F. Change procedures.
G. Alternales.
1.02 RELATED SECTIONS
A. Document 00500. Owner-Contractor Agreement: Confract
sum/price inCluding allowances.
8. Seclion 01027 - Applicalion For Payment.
C. Seclion 01028 - Change Order Procedures.
D. Seclion 01030 . Alternates.
E. Seclion 01300 . Submittals: Schedule of Values.
F. Seclion 01600 - Material and Equipment: Product subsfilutions and
alternales.
1.03 CASH ALLOWANCES
A. Costs Included in Allowances: Cost of Product to Contractor or
Subcontractor, less applicable frade discounts; delivery to site and
applicable taxes.
8. Costs Not Included in the Allowance: Product handling at the site,
including unloading uncrating, and storage; proteclion of Products
from elements and from damage and labor for installalion and
finishing.
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C. ArchitecUEngineer Responsibilities:
1. Consult with Contractor In consideration and selection of Products,
suppliers and installers.
2. Select Products in consulation with Owner and transmit decision to
Contractor.
3. Prepare Change Order.
D. Contractor Responsibilities:
1. Assist ArchitecUEngineer in selection of Products, suppliers and
Installers.
2. Obtain proposals from suppliers and installers and offer
recommendations.
3. On notification of selection by ArchitecUEngineer, execute
purchase agreement with designated supplier and installer.
4. Arrange for and process shop drawings, product data, and samples.
Arrange for delivery.
5. Promptly inspect Products upon delivery for completeness,
damage, and defects. Submit claims for transportation damage.
E. Funds will be drawn from Cash Allowances only by Change Order.
F. Cash Allowances: NOT USED (above for information only).
1.04 CONTINGENCY Ali.OWANCE
Not used.
1.05 INSPECTION AND TESTING Ali.OWANCES
Not used.
1.06 SCHEDULE OF VALUES
A. Submit lyped schedule on AlA Form G703 . Application and Certificate for
Payment Continuation Sheet.
B. Submit Schedule of Values in duplicate within 7 days after date established
in Notice to Proceed.
C. Format: Utilize the Table of Contents of this Project Manual. Identify each
line item with number and title of the major specification Section.
Identify site mobilization bonds and insurance.
D. Include In each line item, lhe amount of Allowances specified in this
Section.
E. Include within each line item, a directly proportional amount of
Contractor's overhead and profit.
F. Revise schedule to list approved Change Orders, with each Application For 23
Payment.
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1.07 APPLICATIONS FOR PAYMENT
A. Submit three copies of each application on AlA Form G702 _ Application
and Certificate for Payment.
8. Content and Format: Ulilize Schedule of Values for listing ilems in
Application for Payment.
C. Payment Period: monthly; to follow Jefferson County Department of
Public Works accounting cycle. Submit projected billing for review by
fhe end of the month, submit final by the end of the first week of the
month, pay will be issued, provided all payroll requirements are met, by
the last week of the month. (this is only a rough outline and exceptions
may occur).
1.M CHANGE PROCEDURES
A. The ArchitecUEngineer will advise of minor changes in the Work not
Involving an adjustment to Contract Sum/Price or Contract Time as
authorized by AlA A201 Article 12.4 by issuing supplernental
instructions on AlA Form G710 Architect's Supplemental Instructions.
B. The ArchitecUEngineer may issue a Notice of Change which includes a
detailed description of a proposed change with supplementary or revised
Drawings and specifications, a change in Contract Time for executing the
change. Contractor will prepare and submit an estimate with 7 days.
C. The Contractor may propose a change by submitting request for change to
the ArchilecVEngineer, describing the proposed change and its full effect
on the Work. Include a statement describing the reason for the change,
and the effect on the Contract Sum/Price and Contract Time wilh full
documentation. Document any requested subslilutions in accordance with
Section 01600.
D. Stipulated Sum/Price Change Order: Based on Notice of Change and
Contractor's fixed price quotation.
E. Unil Price Change Order: For pre-determined unit prices and quantities,
the Change Order will be executed on a fixed unit price basis. For unil
costs or quantities of units of work which are not pre-determined,
execute Work under a Construction Change Authorization.Changes in
Contract Sum/Price or Contract Time will be computed as specified for
Time and Material Change Order.
F. Construction Change Authorization: ArchltecUEngineer may issue a
directive, on AlA Form G713 Construction Change Authorization signed by
the Owner, Instrucllng the Contractor to proceed with a change In the
Work, for subsequent inclusion in a Change Order. Document will
describe changes in the Work, and designate method of determining any
change in Contract Sum/Price or Contract Time. Promptly execute the
change.
24
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G. Time and Material Change Order: Submit Itemized account and supporting
data after completion of change, within time limits indicated in the
Conditions of the Contract. ArchitecVEngineer will determine the change
allowable in Contract Sum/Price and Contract Time as provided in the
Contract Documents.
H. Maintain detailed records of work done on Time and Material basis.
Provide full information required for evatuation of proposed changes, and
to substantiate costs for changes in the Work.
I. Change Order Forms: AlA G701 Change Order.
J. Execution of Change Orders: ArchitecVEngineer will issue Change Orders
for signatures of parties as provided in the Conditions of lhe Contract.
1.09 ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or
rejected at the Owner's option. Accepted Alternates will be identified
in Owner.Contractor Agreement.
B. Coordinate related work and modify surrounding work as required.
C. Schedule of Alternates:
Not used
PART 2 PRODUCTS
Not Used
PART 3 EXECUTtON
Not Used
END OF SECl10N
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SECTION 01027
APPLICATIONS FOR PAYMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedures for preparation and submillal of Applications for Payment.
1.02 RELATED SECTIONS
A. Document 00500 - Agreement: Contract Sum/Price.
~
B. Document 00701 - General Conditions: Progress Payments and Final
Payment.
C. Document 01019 - Contract Considerations; 01028 - Change Order
Procedures : Procedures for changes to the Work.
D. Section 01300 - Submillals: Submillal procedures.
E. Section 01700 - Contract Closeout: "Final Payment.
1.03 FORMAT
A. AlA G702 - Application and Certificate for Payment including
continuation sheets when required.
B. For each item, provide a column for listing: Item Number; Description
of work; Scheduled Value, Previous Applications: Work in Place and
Stored Materials under this Application: Authorized Change Orders;
Total Completed and Stored to Date of Application; Percentage of
Completion; Balance 10 Finish; and Retainage.
1.04 PREPARATION OF APPLICATIONS
A. Present required information In typewrillen form.
B. Execute certification by signature of aulhorized officer.
C. Use data from approved Schedule of Values. Provide dollar vatue In
each column for each line item for portion of work performed.
D. List each authorized Change Order as an extension on continuation
sheet, listing Change Order number and dollar amount as for an
original Item of Work.
E. Prepare Application for Final Payment as specified in Section 01700.
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1.05 SUBMITTAL PROCEDURES
A. Submit three copies of each Application for Payment.
B. Submit an updated construction schedule with each Application for
Payment.
C. Payment Period: Monthly; to conform to the Jefferson County
Department of Public Works accounting cycle.
D. Submit under transmittal letter specified in Section 01300.
1.06 SUBSTANTIATING DATA
A. When ArchitecVEngineer requires substantiating information, submit
data justifying dollar amounts In question.
B. Provide one copy of data with cover letter for each copy of submillal.
Show Application number and date, and line item by number and
description.
PART 2 PRODUCTS
Nol Used
PART 3 EXECUTION
Not Used
END OF SECTIOO
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SECTION 01028
CHMGE ORDER PAXEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Submiltals.
B. Documentation of change in Contract SUm/Price 'InrI Gontract Time.
C. Change procedures.
D. Construction Change AUfhorization.
E. Sfipulated Sum change order.
F. Unit price change order.
G. Time and material change order.
H. Execution of change orders.
I. Correlation of Contractor submillals.
1.02 RELATED SECTIONS
A. Document 00500 - Agreement Forms: Monetary values of
established Unit Prices.
B. Document 00701- General Conditions: Governing requirements
for changes in the Work, in Contract Sum/Price, and Confracf
Time.
C. Document 00811- Supplementary Conditions: Percentage
allowances for Contractor's overhead and profit.
D. Section 01019 - Contract Considerations: Contingency allowance.
E. Section 01027 - Applications for Paymenf: Payment applications.
F. Section 01310 - Progress Schedules: Work schedule.
G. Section 01300 - Submittals: Schedule of values.
H. Section 01600 - Material and Equipment: Product options and
substilulions.
I. Section 01700 - Contracf Closeout: ProJecl record documenls.
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1.03 SUBMITTALS
A. Submit name of the individual authorized to receive change documents. and
be responsible for Informing others in Contractor's employ or
Subcontractors of changes to the Work.
B. Change Order Forms: AlA G701.
1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUMlPRICE AND CONTRACT
TIME
A. Maintain detailed records of work done on a time and material basis.
Provide full information required for evaluation of proposed changes, and
to substantiate costs of changes in the Work.
8. Document each quotation for a change in cost or time with sufficient data to
allow evatuation of the quotation.
C. On request, provide additional data to support computations:
1. Quantities of products, labor, and equipment.
2. Taxes, insurance and bonds.
3. Overhead and profit.
4. Justification for any change in Contract Time.
5. Credit for deletions from Contract, similarly documented.
D. Support each claim for additional costs, and for work done on a lime and
material basis, with additional information:
1. Origin and date of claim.
2. Dates and times work was performed, and by whom.
3. Time records and wage rates paid.
4. Invoices and receipts for products, equipment, and subcontracts,
similarly documented.
1.05 CHANGE PROCEDURES
A. The ArchitecVEngineer will advise of minor changes in the Work not
involving an adjustment to Contract Sum/Price or Contract Time as
authorized by AlA A201 Article 12.4 by Issuing supplemental
instructions on AlA Form G710 Architect's Supplemental Instructions.
8. The ArchitecVEnglneer may issue a Notice of Change which Includes a
detailed description of a proposed change with supplementary or revised
Drawings and specifications, a change in Contract Time for executing the
change. Contractor will prepare and submit an estimate within 7 days.
C. The Contractor may propose a change by submitting a request for
change to the ArchitecVEnglneer, describing the proposed change
and its full effect on the Work, with a statement describing the
reason for the change, and the effect on the Contract Sum/Price 29
and Contract Time with full documentation.
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1.06 CONSTRUCTION CHANGE AUTHORIZATION
A. ArchitecVEngineer may issue a directive, signed by the Owner,
instructing the Contractor to proceed with a change in the Work, for
subsequent inclusion in a Change Order.
8. The document will describe changes In the Work, and will designate
method of determining any change in Contract Sum/Price or Contract
Time.
C. Promptly execute the change in Work.
1.07 STIPULATED SUM CHANGE ORDER
A. Based on Notice of Change and Contractor's fixed price quotation or
Contractor's request for a Change Order as approved by
ArchitecllEngineer.
1.08 UNIT PRICE CHANGE ORDER
A. For pre-determined unit prices and quantities, the Change Order will be
executed on a fixed unit price basis.
8. For unit costs or quantities of units of work which are not pre-
determined, execute Work under a Construction Change Authorization.
C. Changes in Contract Sum/Price or Contract Time will be computed as
specified for Time and Material Change Order.
1.09 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change,
within time limits indicated In the Conditions of the Contract.
8. ArchitecVEngineer will determine the change allowable in Contract
Sum/Price and Contract Time as provided in the Contract Documents.
C. Maintain detailed records of work done on Time and Material basis.
D. Provide full Information required for evaluation of proposed changes, and
10 substantiate costs for changes In tr.9 Work.
1.10 EXECUTION OF CHANGE ORDERS
A. Execution of Change Orders: ArchilecVEngineer will issue Change Orders
for signatures of parties as provided in the Conditions of the Contract.
1.11 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Schedule of Values and Application for Payment forms to
record each authorized Change Order as a separate line Item and adjust the 30
Contract Sum/Price.
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B. Promptly revise progress schedules to reflect any change in Contract
Time, revise sub-schedules to adjust time for other Items of work
affected by the change, and resubmit.
C. Promptly enter changes in projecl Record Documents.
PART2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTIa-J
31
1
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SECTION 01039
COORDINATION AND MEETINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Coordination.
B. Field engineering.
C. Alteration project procedures.
D. Cutting and patching.
E. Preconstruction conference.
F. Progress meetings.
1.02 RELATED SECTIONS
A. Section 01041 - Project Coordination: Coordination with Project
Manager.
B. Section 01041 - Project Coordination.
C. Section 01045 - Cutting and Patching.
1.03 COORDINATION
A. Coordinate scheduling, submillals, and Work of the various Seclions of
Specifications to assure efficient and orderly sequence of Installation of
interdependent construction elements, with provisions for accommodating
items installed later.
B. Verify that utility requirement characteristics of operating equipment are
compatible with building utilities. . Coordinate work of various Sections
having Interdependent responsibilities for Installing, connecting to, and
placing In service, such equipment.
C. Coordinate space requirements and installation of mechanical and
electrical work which are Indicated diagrammatically on Drawings.
Follow routing shown for pipes, ducts, and conduit, as closely as
practicable; place runs parallel wilh line of building. Utilize spaces
efficiently to maximize accessibility for other installations, for
maintenance, and for repairs.
D. In finished areas except as otherwise Indicated, conceal pipes, ducts, and
wiring within the construction. Coordinate locations of fixtures and
outlets with finish elements.
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E. Coordinate completion and clean up of Work of separate sections In
preparation for Substantial Completion and lor portions of Work
designated for Owners partial occupancy.
F. After Owner occupancy of premises, coordinate access to site lor
correction of defective Work and Work not in accordance with Contract
Documents, to minimize disruption of Owner's activities.
1.04 FIELD ENGINEERING
Not used
1.05 ALTERATION PROJECT PROCEDURES
A. Materials: As specified in Product Sections; match existing Products
and work for patching and extending work.
B. Close openings in exterior surfaces to protect existing work from
weather and extremes 01 temperature and humidity.
C. Remove, cut, and patch Work in a manner to minimize damage and to
provide a means of restoring Products and finishes to specified
condition.
D. Refinish visible existing surfaces to remain in renovated rooms and
spaces, to specified condition for each material, with a neat transition
to adjacent finishes.
E. Where new Work abuts or aligns with existing, perform a smooth and
even transition. Patched Work to match existing adjacent Work in
texture and appearance.
F. When finished surfaces are cut so that a smooth transition with new
work is not possible, terminate existing surface along a straight line
at a natural line of division and make recommendation to
Architect/Engineer.
G. Where a change of plane of 1/4 inch or more occurs, submit
recommendation for providing a smooth transition for
ArchllecUEngineer review.
H. Patch or replace portions of existing surfaces which are damaged,
lifted, discolored, or showing other imperfections.
I. Finish surfaces as specified In Individual Product Sections.
33
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1.06 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform culling and patching.
B. Submit wrillen request in advance of culling or altering elements which
affects:
1. Structural integrity of element.
2. Integrity of weather-exposed or moisture-resistant
elements.
3. Efficiency, maintenance, or safely of element.
4. Visual qualities of sight-exposed elements.
5. Work of Owner or separate contractor.
C. Execute culling, filling, and patching to complete Work, and to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill. timed Work.
3. Remove and replace defective and non-conforming Work.
4. Remove samples of installed Work for tesling.
5. Provide openings in elements of Work for penetrations of
mechanical and electrical Work.
D. Execute work by mefhods which will avoid damage to other Work, and
provide proper surfaces to receive patching and finishing.
E. Cut rigid materials using masonry saw or core drill.
F. Restore Work with new Products in accordance with requirements of
Contract Documents.
G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations
lhrough surfaces.
H. Maintain integrity of wall, ceiling, or floor construction; completely seal
voids.
I. Refinish surfaces to match adjacent finishes. For continuous surfaces,
refinish to nearest intersection; for an assembly, refinish entire unit.
J. identify any hazardous substance or condition exposed during the Work to
the ArchitecVEngineer for decision or remedy.
1.07 PRECONSTRUCTION CONFERENCE
A. ArchitecVEnglneer will schedule a conference after Notice of Award.
B. Allendance Required: Owner, ArchitecVEngineer,Project Manager and
Contractor.
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C. Agenda:
1. Execution of Owner-Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of Subcontractors, list of
Products, schedule of values, and progress schedule.
5. Designation of personnel representing the parties in Contract,
and the ArchitecVEngineer.
6. Procedures and processing of field decisions, submittals,
substitutions, applications for payments, proposal request,
Change Orders and Contract closeout procedures.
7. Scheduling.
1.08 SITE MOBILIZATION CONFERENCE
A. ArchitecVEngineer will schedule a conference at the Project site prior to
Contractor occupancy.
B. Attendance Required: Owner, ArchitecVEngineer, Contractor Contractor's
Superintendent, Project Manger and major Subcontractors.
C. Agenda:
1. Use of premises by Owner and Contractor.
2. Owner's requirements and partial occupancy.
3. Construction facitities and controls provided by Owner.
4. Temporary utilities provided by Owner.
5. Survey and bUilding layout.
6. Security and housekeeping procedures.
7. Schedules.
8. Procedures for testing.
9, Procedures for maintaining record documents.
10. Requirements for start-up of equipment.
11. Inspection and acceptance of equipment put into service
during construction period.
1.09 PROGRESS MEETINGS
A. Schedule and adminisfer meetings throughout progress of the Work at
maximum monfhly intervals.
8. Make arrangements for meetings, prepare agenda with copies for
participants, preside at meetings, record minutes, and distribute
copies within two days to ArchitecVEngineer, Owner, parlicipants,
and those affected by decisions made.
C. Attendance Required: Job superintendent, major Subcontractors and
suppliers, Owner, ArchitecVEnglneer, as appropriate to agenda topics
for each meefing.
35
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D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review 01 submittals schedule and status of submittals,
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and
coordination.
13. Other business relating to Work.
1.10 PREINSTALLATION CONFERENCES
A. When required in individual specification Section, convene a
preinstallation conference at work site prior to commencing work of the
Section.
B. Require attendance of parties directly affecting, or affected by, work of
the specific Section.
C. Notify ArchitecVEngineer four days in advance of meeting dale.
D. Prepare agenda, preside at conference, record minutes, and distribute
copies within twodays after conference to participants, with two copies
to ArchitecVEngineer.
E. Review conditions of Installation, preparation and installation procedures,
and coordination with related work.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
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SECTION 01045
CUTTING AND PATCHING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Requirements and limitations for CUlling and patching of Work.
1.02 RELATED SECTIONS
A. Section 01010 - Summary of Work: Work by Owner or by separate
contractors.
B. Section 01300 - Submittals.
C. Section 01600 - Materials and Equipment: Product Options and
Substitutions.
D. Individual Product Specification Sections:
1. Culling and patching incidental to work of the Section.
2. Advance nolification 10 other Sections of openings required
In work of those Sections.
3. Umltations on cutting structural members.
1.03 SUBMITTALS
A. Submit written request in advance of culling or alteration which affects:
1. Structural integrity of any element of Project.
2. Integrity of weather-exposed or moisture-resistant
element.
3. Efficiency, maintenance, or safety of any operational
element.
4. Visual quatities of sight exposed elements.
5. Work of Owner or separate contractor.
B. Include In request:
1. Identification of Project.
2. Location and description of affected work.
3. Necessity for cutting or alteration.
4. Description of proposed work, and Products to be used.
5. Alternatives to culling and patching.
6. Effect on work of Owner or separate contractor.
7. Written permission of affected separate contractor.
8. Date and time work will be executed.
37
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PART 2 PRODUCTS
2.01 MATERIALS
A. Primary Products: Those required for original installation,
8. Product Substitution: For any proposed change In
materials, submit request for substitution under
provisions of Section 01600.
PART 3 EXECUTION
3.01 EXAMINATION
A. Inspect existing conditions prior to commencing Work, including
elements subject to damage or movement during cutting and patching.
B. After uncovering existing Work, inspect conditions affecting
performance of work.
C. Beginning of cutting or patching means acceptance of existing
conditions.
3.02 PREPARATION
A. Provide temporary supports to ensure structural integrity of the Work.
Provide devices and methods to protect other portions of Project from
damage.
8. Provide protection from elements for areas which may be exposed by
uncovering work.
C. Maintain excavations free of water.
3.03 CUTTING AND PATCHING
A. Execute cutting, fitting, and patching including excavation and
fill to complete Work.
B. Fit Products together, to Integrate with other work.
C. Uncover work to install ill timed work.
D. Remove and replace defective or non.conforming work.
E. Remove samples of installed work for testing when requested.
F. Provide openings In the Work for penetration of mechanical and
electrical work.
38
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3.04 PERFORMANCE
A. Execute work by methods 10 avoid damage to other Work, and which will
provide appropriate surfaces to receive patching and finishing.
B. Employ original installer 10 perform culling and patching for weather
exposed and moisture resistant elements, and sight-exposed surfaces.
C. Cut rigid materials using masonry saw or core drill. Pneumatic 100ls not
allowed without prior approval.
D. Restore work with new Products in accordance with requirements of
Contract Documents.
E. Fit work air tight to pipes, steeves, ducts, conduit, and other
penetrations lhrough surfaces.
F. At penetrations of fire rated walls, partitions, ceiiing, or floor
construction, completely seal voids with fire resistant material , to full
thickness of lhe penetrated element.
G. Refinish surfaces to match adjacent finish. For continuous surfaces,
refinish 10 nearest intersection or natural break. For an assembly,
refinish entire unit.
END OF SECTION
39
~
SECTION 01090
REFERENCE STANDARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Quality assurance.
B. Schedule of references.
1.02 RELATED SECTIONS
A. Document 00701 - General Conditions: Reference Standards.
1.03 QUALITY ASSURANCE
A. For Products or workmanship specified by association, trade, or Federal
Standards, comply with requirements of the standard, except when more
rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date of Contract
Documents.
C. Obtain copies of standards when required by Contract Documents.
D. Maintain copy at jobsite during submittals, planning, and progress of the
specific work, until Substantial Completion.
E. Should specified reference standards conflict with Contract Documents,
request clarification from ArchltecVEngineer before proceeding.
F. The contractual relationship of the parties to the Contract shall not be
altered from the Contract Documents by mention or inference otherwise
In any reference document.
1.04 SCHEDULE OF REFERENCES
AA Aluminum Association
818 Connecticut Avenue, NW.
Washington, DC 20006
A.ASC Associated Air Balance Council
1000 Vermont Avenue, N.W.
Washington, DC 20005
AASHTO American Association of State Highway
and Transportation Officials
444 North Capitol Street, N.W.
Washington, DC 20001
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ADC
AGC
AI
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AITC
AISC
AISI
AMCA
ANSI
American Concrete Institute
Box 19150
Reford Station
Detroit, MI 48219
Air Diffusion Council
230 North Michigan Avenue
Chicago, IL 60601
Associated General Contractors of America
1957 E Street, N.W.
Washington, DC 20006
Asphalt Institute
Asphalt Institute Building
College Park, MD 20740
American Institute of Architects
1735 New York Avenue, N.W.
Washington, DC 20006
American Institute of Timber Construction
333 W. Hampden Avenue
Englewood, CO 80110
American Institute of Steel Construction
400 North Michigan Avenue
Eighth Floor
Chicago, IL 60611
American Iron and Steel Institute
1000 16th Street, N.W.
Washington, DC 20036
Air Movement and Control Association
30 West University Drive
Arlington Heights, IL 60004
American Nalional Standards Institute
1430 Broadway
New York, NY 10018
APA
American Plywood Association
Box 11700
Tacoma, WA 98411
ARI
Air-Conditioning and Refrigeration Inslilute
1815 North Fort Myer Drive
Arlington, VA 22209
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ASHAAE American Society or Heating, Refrigeration and
Air Condilioning Engineers
1791 Tul/ie Circle, N.E. c-
AlIanta, GA 30329 i
ASME American SOCiety of Mechanical Engineers '-
345 East 47fh Street
New York, NY 10017 r
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N3PA American Sod Producers Association
Association Building r
Ninth and Minnesota L
Hastings, NE 68901
ASTM American Society for Testing and Materials
1916 Race Street
Phildelphia, PA 19103
A'NWA American Water Works Association
6666 West Quincy Avenue
Denver, CO 80235
AWPA American Wood. Preservers' Association
7735 Old Georgefown Road
Bethesda, MD 20014
AWS American Welding Society
550 LeJeune Road
Miami, Fl 33135
~ Copper Development Association
57th Floor, Chrysler Building
405 Lexington Avenue
New York, NY 10174
ClFMI Chain link Fence Manufacturers Institute
1101 Connecticut Avenue, N.W. f"1
WaShington, DC 20036 LJ
CRSI Concrete Reinforcing Steel InSlitute
933 Plum Grove Road
Schaumburg, IL 60195
EJCDC Engineers' Joint Contract Documenls
Commlftee
American COnsUl/ing Engineers Council
1050 15th Streef, N. W.
Washington, DC 20005
EJMA Expansion Jolnf ManufaCfurers AssOciation
707 Westchester Avenue
While Plains, NY 10604
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FGMA Flat Glass Marketing Association
3310 Harrison
White Lakes Professional Building
Topeka, KS 66611
FM Factory Mutual System
1151 Boston-Providence Turnpike
Norwood, MA 02062
FS Federal Specification
General Services Administration
Specifications and Consumer Information
Distribution Section (WFSIS)
Washington Navy Yard, Bldg. 197
Washington, DC 20407
GA Gypsum Association
1603 Orrington Avenue
Evanston, IL 60201
IEEE Institute of Electrical and Electronics
Engineers
345 East 47th Street
New York, NY 10017
IMIAC International Masonry Industry All-Weather
Council
International Masonry Institute
815 15th Street, N.W.
Washington, DC 20005
MFMA Maple Flooring Manufacturers Association
2400 East Devon
Suite 205
Des Plaines, IL 60018
MIL Military Specification
Naval Publications and Forms Center
5801 Tabor Avenue
Philadelphia, PA 19120
MUSFA Metal Lalh/Steel Framing Association
221 North LaSalle Street
Chicago, IL 60601
NAAMM National Association of Architectural Metal
Manufacturers
221 North LaSalle Street
Chicago, IL 60601
NEBB National Environmental Balancing Bureau
8224 Old Courthouse Road
Vienna, VA 22180
43
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NEMA National Electrical Manufacturers' Association
2101 L Street, N.W.
Washington, DC 20037
NFPA National Fire Protection Association
1619 MassachuseUs Avenue, N.W.
Washington, DC 20036
NSWMA National Solid Wastes Management
Association
1120 Connecticut Avenue, N.W.
Washington, DC 20036
NTMA National Terrazzo and Mosaic Association
3166 Des Plaines Avenue
Des Plaines, IL 60018
PCA Portland Cement Association
5420 Old Orchard Road
Skokie, IL 60077
PCI Prestressed Concrete Institute
201 North Wacker Drive
Chicago, IL 60606
PS Product Standard
U. S. Department of Commerce
Washington, DC 20203
RIS Redwood Inspection Service
One Lombard Street
San Francisco, CA 94111
RCSHSB Red Cedar Shingle and Handsplit Shake Bureau
515 116th Avenue
Bellevue, WA 98004
SOl Steel Deck Institute
Box 3812
St. Louis, MO 63122
SDI Steel Door Institute
712 Lakewood Center North
Cleveland, OH 44107
SIGMA Sealed Insulating Glass Manufacturers
Association
111 East Wacker Drive
Chicago, IL 60601
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1703 Parham Road
Suite 204
Richmond, VA 23229
SI\MCNA Sheet Metal and Air Conditioning Contractors'
National Association
8224 Old Court House Road
Vienna, VA 22180
SSPC Steel Structures Painting Council
4400 Fifth Avenue
PIlIsburgh, PA 15213
TAS Technical Aid Series
Construction Specifications Institute
601 North Madison Street
Alexandria, VA 22314
TCA
Tile Council of America, Inc.
Box 326
Princeton, NJ 08540
UL
Underwriters' Laboratories, Inc.
333 Pfingston Road
Northbrook, IL 60062
WCLlB
West Coast Lumber Inspection Bureau
Box 23145
Porlland, OR 97223
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
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SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Submittal procedures.
B. Construction progress schedules.
C. Proposed Products list.
D. Shop drawings.
E. Product data.
F. Samples.
G. Manufacturers' instructions.
H. Manufacturers' certificates.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Contract closeout submillals.
1.03 SUBMITTAL PROCEDURES
A. Transmit each submittal with AlA Form G810.
B. Sequentially number the transmittal forms. Resubmittals to
have original number with an alphabetic suffix.
C. Identify Project, Contractor, Subcontracfor or supplier;
pertinent Drawing sheet and detail number(sJ, and
specification Section number, as appropriate.
D. Apply Contractor's stamp, signed or inilialled certifying that
review, verification of Products required, field dimensions,
adjacent construction Work, and coordination of Information,
is in accordance with the requirements of the Work and
Contract Documents.
E. Schedule submittals to expedite fhe Project, and deliver to
ArchitecVEngineer at business address. Coordinate
submission of related items.
F. Identify variations from Contract Documents and Product or
system Iimitalions which may be detrimental to successful
performance of the completed Work.
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G. Provide space for Contractor and Architect/Engineer review
stamps.
H. Revise and resubmit submittals as required, identify all
changes made since previous submittal.
I. Distribute copies of reviewed submittals to concerned parties.
Instruct parties to promptly report any inability to comply
with provisions.
1.04 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule In duplicate within 7 days after date
established in Notice to Proceed for Architect/Engineer review.
B. Revise and resubmit as required.
C. Submit revised schedules with Application for Payment, identifying
changes since previous version.
D. Show complete sequence of construction by activity, identifying Work of
separate stages and other logically grouped activities. Indicate the early
and late start, early and late finish, float dates, and duration.
E. Indicate estimated percentage of completion for each Item of Work at each
submission.
F. Indicate submittal dates required for shop drawings, product data,
samples, and product delivery dates, including those furnished by Owner
and under Allowances.
1.05 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner-Contractor Agreement, submit
complete list of major products proposed for use, with name of
manufacturer, trade name, and model number or each product.
B. For products specified only by reference standards, give manufacturer,
trade name, model or catalog designation, and reference standards.
1.06 SHOP DRAWINGS
A. Submit the number of opaque reproductions which Contractor requires,
plus two copies which will be retainod by Architect/Engineer.
B. After review, reproduce and distribute in accordance with Article on
Procedures above and for Record Documents described in Section 01700
. Contract Closeout.
47
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1.07 PRODUCT DATA
A. Submit the number of copies which the Contractor requires, plus
two copies which will be retained by the ArchitecVEngineer.
B. Mark each copy to identify applicable products, models, options, and other
data. Supplement manufacturers' standard data to provide information
unique to this Project.
C. After review, distribute in accordance with Article on Procedures above
and provide copies for Record Documents described in Section 01700 -
Contract Closeout.
1.08 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of
the Product, with integral parts and allachment devices. Coordinate
sample submillals for interfacing work.
B. Submit samples of finishes in custom colors selected, textures. and
pallerns for ArchitecVEngineer's selection.
C. Include Identification on each sample, with full Project information.
D. Submit the number of samples specified In individual specification
Sections; one of which will be retained by ArchitecVEngineer.
E. Reviewed samples which may be used in the Work are indicated in
individual specification Sections.
1.09 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit
manufacturers' printed instructions for delivery, storage, assembly,
installation, start-up, adjusting, and finishing, in quantities specified
Product Data.
B. Identify conflicts between manufacturers' instructions and Contract
Documents.
1.10 MANUFACTURER'S CERTIFICATES
A. When specified in Individual specification Sections, submit
manufacturers' certificate to ArchltecVEngineer for review, in
quantities specified for Product Data.
B. Indicate material or Product conforms to or exceeds specified
requirements. Submit supporting reference date, affidavits, and
certifications as appropriate.
C. Certificates may be recent or previous test results on material or
Product, but must be acceptable to ArchitecVEngineer.
for
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1.11 CONSTRUCTION PHOTOGRAPHS
Not used
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not used
END OF SECTION
49
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SECTION 01500
CONSTRUCTION FACIUTIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting. heat,ventilation, telephone
service, water, and sanitary facilities.
B. Temporary Controls: Barriers, enclosures and fencing, protection of
the Work, and water control.
C. Construction Facilities: Parking. progress cleaning,and project
signage, temporary buildings.
1.02 RELATED SECTIONS
Not used
1.03 TEMPORARY ELECTRICITY
A. Connect to existing power service. Power consumption shall not
disrupt Owner's need for continuous service.
B. Owner will pay cost of energy used. Exercise measures to conserve
energy.
C. Provide power outlets for construction operations, wilh branch wiring
and distribution boxes located In the basement. Provide flexible power
cords as required.
D. Provide adequate distribution equipment, wiring, and outlets to
provide single phase branch circuits for power and lighting.
1. Provide 20 ampere duplex outlets, single phase circuits for
power tools for safe and nondisruptive use. Provide 20
ampere, single phase branch circuits for lighting,
1.04 TEMPORARY LIGHTING
A. Provide and maintain incandescent ligllling for construction
operations to achieve a minimum lighting level of 2 walVsq fl.
B. Provide and maintain 1 watVsq ft lighting to exterior staging and
storage areas after dark for secLJrily purposes.
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C. Provide and maintain 0.25 watVsq It lighting to interior work
areas after dark for security purposes.
D. Provide branch wiring from power source to distribution boxes with
lighting conductors, pigtails, and lamps as required,
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting, if installed, may be utilized during
construction.
1.05 TEMPORARY HEAT
A. Provide and pay for heat devices and heat as required to maintain specified
conditions for construction operations. If existing radiators remain in
place then use this heat source only.
B. Owner will pay cost of energy used. Exercise measures to conserve
energy. Enclose building prior to activating temporary heat in accordance
with Article 1.13 - Exterior Enclosures in this Section.
C. Prior to operation of permanent equipment for temporary heating
purposes, verify that installation is approved for operation, equipment is
lubricated and fillers are In place. Provide and pay for operation,
maintenance, and regular replacement of filters and worn or consumed
parts.
D. Maintain minimum ambient temperature of 50 degrees F in areas where
construction is in progress, unless indicated otherwise in specifications.
1.06 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity,
and to prevent accumulation of dust, fumes, vapors, or gases.
B. Utilize existing ventilation equipment. Extend and supplement equipment
with temporary fan unlls as required to maintain clean air for
construction operations.
1.07 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to field office and
ArchltecVEngineer's field office at time of project mobilization.
1.08 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
B. Owner will pay cost of water used. Exercise measures to conserve water.
C. Extend branch piping with outlets located so water is available by hoses
with threaded connecllons. Provide temporary pipe insulation to prevent
freezing.
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1.09 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Existing facilities
shall not be used.
1.10 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas to
allow for Owner's use of site, and to protect existing facilities and
adjacent properties from damage from construction operations and
demolition.
B. Provide barricades and covered walkways required by governing
aufhorities for public rights-of-way and for public access to existing
building.
C. Provide protection for plant life designated to remain. Replace damaged
plant life.
D. Protect non-owned vehicular traffic, stored materials, site and
structures from damage.
1.11 FENCING
Not used
1.12 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate,
and maintain pumping equipment.
B. Protect slle from puddling or running water.
1.13 EXTERIOR ENCLOSURES
A. Provide temporary weather-tight closure of exterior openings to
accommodate acceptable working conditions and protecfion for Products,
to allow for temporary heating and maintenance of required ambient
temperatures identified in individual specification Sections, and to
prevent entry of unauthorized persons. Provide access doors with self-
closing hardware and locks.
1.14 INTERIOR ENCLOSURES
A. Provide temporary partitions as required to separate work areas from
Owner occupied areas, to prevent penetration of dust and moisture into
Owner occupied areas, and to prevent damage to existing materials and
equipment.
B. Construction: Framing and plywood sheet materials with closed joints and
sealed edges at intersections with existing surfaces;
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1.15 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified
in individual specification Sections.
B. Provide temporary and removable protection for installed Products.
Control activity in immediate work area to minimize damage.
C. Provide protective coverings at walls, projections, jambs, sills, and
soffits of openings.
D. Protect finished floors, stairs, and other surfaces from traflic, dirt,
wear, damage, or movement of heavy objects, by protecting with
durable sheet materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If
traffic or activity is necessary, obtain recommendations for
protection from waterproofing or roofing material manufacturer.
F. Prohibit traffic from landscaped areas.
1.16 SECURITY
A. Provide security and facilities to protect Work, and existing facilities,
and Owner's operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.17 ACCESS ROADS
A. Construct and maintain temporary roads accessing public
thoroughfares to serve construction area.
B. Extend and relocate as Work progress requires. Provide detours
necessary for unimpeded traffic flow.
C. Provide and maintain access to fire hydrants, free of obstructions.
1.18 PARKING
A. Use existing on street parking. Do not use exisling parking lot (Off street
parking) except for loading/unloading, or by arrangement with owner.
1.19 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site
In a clean and orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl
spaces, and other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean intorlor areas prior to start of surface finishing, 53
and continue cloanlng to eliminate dust.
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D. Remove waste materials, debris, and rubbish from site weekly and
dispose off-sile.
1.20 PROJECT IDENTIFICATION
A. Provide 6 w x 4 h foot project sign of exterior grade plywood and wood
frame construction, painted, with exhibit lettering by professional sign
painter, to ArchitecVEngineer's design and colors.
B. List title of Project, names of Owner, ArchitecllEngineer, Contractor,
and major Subcontractors.
C. Erect on site at existing location previously established by
ArchitecVEngineer. Carefully remove existing sign and replace with new
sign. Color scheme will duplicate the existing sign. Return old sign to
owner.
D. No other signs are allowed without Owner permission except those
required by law.
1.21 FIELD OFFICES AND SHEDS
A. Office: Weather-tight, with lighting, electrical outlets, heating,
equipment, and equipped with sturdy furniture and drawing disptay table
and telephone may be used, but are not required.
1.22 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment,
facilities, materials, prior to Final Applicalion for Payment
Inspection.
B. Clean and repair damage caused by installation or use of temporary
work.
C. Restore existing facilities used during construction to original
condition. Restore permanent facilities used during construction to
specified condition.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION 5 4
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Products.
B. Transportation and handling.
C. Storage and protection.
D. Product options.
E. Substitutions.
1.02 RELATED SECTIONS
A. Document 00100 - Instructions to Bidders: Product options and
substitution procedures.
1.03 PRODUCTS
A. Products: Means new material, machinery, components, equipment,
fixtures, and systems forming the Work. Does not include machinery and
equipment used for preparation, fabrication, conveying and erection of
the Work. Products may also include existing materials or components
required for reuse.
B. Do not use materials and equipment removed from exisling premises,
except as specifically permitted by the Contract Documents.
C. Provide Interchangeable components of the same manufacturer, for
similar components.
1.04 TRANSPORTATION AND HANDUNG
A. Transport and handle Products In accordance wilh
manufacturer's instructions.
B. Promptly inspect shipments to assure that Products comply
with requirements, quantities are correct, and Products are
undamaged.
C. Provide equipment and personnel to handle Products by
methods to prevent soiling, disfigurement, or damage.
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1.05 STORAGE AND PROTECTION
A. Store and protect Products in accordance with manufacturer's
instructions, with seals and (abets intact and legible. Store sensitive
Products in weather-tight, climate controlled enclosures,
B. For exterior storage of fabricated Products, place on sloped supports,
above ground.
C. Provide off-site storage and protection when site does not permit on-site
storage or protection.
D. Cover Products subject to deterioration with impervious sheet covering.
Provide ventilation to avoid condensation.
E. Store loose granular materials on solid flat surfaces in a well-drained
area. Prevent mixing with foreign matter.
F. Provide equipment and personnel to store Products by methods to prevent
soiling, disfigurement, or damage.
G. Arrange storage of Products to permit access for Inspection. Periodically
Inspect to assure Products are undamaged and are maintained under
specified conditions.
1 .06 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any
Product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of
manufacturers named and meeting specifications, no options or
substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a
Provision for Substitutions: Submit a request for substitution for any
manufacturer not named.
1.07 SUBSTITUTIONS
A. ArchltecVEnglneer will consider requests for Substitutions only within
15 days after date established in Notice to Proceed.
B. Substitutions may be considered when a Product becomes unavailable
lhrough no fault of the Contractor.
C. Document each request with completo data substantiating compliance of
proposed Substitution with Contract Documents.
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D. A request constitutes a representation that the Bidder/Contractor:
1. Has investigated proposed Product and determined that it meets or
exceeds the quality level of the specified Product.
2. Will provide the same warranty for the Substitution as lor the
specified Product.
3. Will coordinate installation and make changes to other Work which
may be required for the Work to be complete with no additional cost to
Owner.
4. Waives claims for additional costs or time extension which may
subsequently become apparent.
5. Will reimburse Owner for review or redesign services associated with
re-approval by authorities.
E. Substitutions will not be considered when they are indicated or implied
on shop drawing or product data submillals, without separate written
request, or when acceptance will require revision to the Contract
Documents.
F. Substitution submillal procedure:
1. Submit lhree copies of request for Substitution for consideration.
Limit each request to one proposed Substitution.
2. Submit shop drawings, Product data, and certified test results
aile sting 10 the proposed Product equivalence.
3. The ArchitecVEngineer will notify Contractor, in writing, of decision
to accept or reject request.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not used
END OF SECTION
57
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SECTION 01700
CONTRACT CLOSEaJr
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Closeout Procedures.
B. Final Cleaning.
C. Adjusting.
D. Project Record Documents.
E. Operation and Maintenance Data.
F. Warranties.
G. Spare Parts and Maintenance Materials.
1.02 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls:
Progress cleaning.
1.03 CLOSEOUT PROCEDURES
A. Submit wrillen certification that Contract Documents have been reviewed,
Work has been inspected, and that Work is complete in accordance with
Contract Documents and ready for ArchitecVEngineer's inspection.
B. Provide submillals to ArchitecVEngineer that are required by governing
or of her authorities.
C. Submit final Application for Payment idenlifylng total adjusted Contract
Sum, previous payments, and sum remaining due.
D. Owner will occupy portions of the building as specified in Sections 01010
and 01039.
1.04 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean Interior and exterior glass and surfaces exposed to view;
remove temporary labels, stains and foreign substances,
polish transparenf and glossy surfaces, vacuum carpeted and
soft surfaces.
C. Clean equipment and fixtures to a sanitary condition.
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D. Clean or replace filters of operating equipment.
E. Clean debris from roofs, gutters, downspouts, and drainage
systems.
F. Clean site; sweep paved areas, rake clean landscaped surfaces.
G. Remove waste and surplus materials, rubbish, and
construction facilities from the site.
1.05 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered
operation.
1.06 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents:
record actual revisions to the Work:
1. Contract Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the
Contract.
5. Reviewed shop drawings, product data, and
samples.
B. Store Record Documents separate from documents used for
construction.
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each Product section
description of actual Products installed, Including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item to record
actual construction Including:
1. Measured depths of foundations In relation to finish first floor datum.
2. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface Improvements.
3. Measured locations of internal utilities and appurtenances concealed In
construction, referenced to visible and accessible features of the
Work.
4. Field changes of dimension and detail.
5. Details not on original Contract Drawings.
F. Delete Architect/Engineer title block from ait documenls.
G. Submit documents to Architect/Engineer with claim for final Application
for Payment.
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1.07 OPERATION AND MAINTENANCE DATA
A. Submit two sets prior to final inspection, bound in 8-112 x 11 inch
text pages, three D side ring binders with durable plastic covers.
B. Prepare binder covers with printed tille .OPERATION AND MAINTENANCE
INSTRUCTIONS., tille of project, and subject mailer of binder when
multiple binders are required.
C. Internally subdivide the binder contenls with permanent page dividers,
logically organized as described below; with tab tilling clearly printed
under reinforced laminated plastic tabs_
D. Contents: Prepare a Table of Conlenls for each volume, with each Product
or system description identified, type on 20 pound while paper.
E. Part 1: Directory, listing names, addresses, and telephone numbers of
ArchitecVEngineer, Contractor, Subcontractors, and major equipment
suppliers.
F. Part 2: Operation and maintenance instructions, arranged by system and
subdivided by specification seclion. For each category, identify names,
addresses, and telephone numbers of Subcontractors and suppliers.
Identify the following:
1. Significant design criteria.
2. List of equipment.
3. Parts list for each component.
4. Operating Instructions.
5. Maintenance instructions for equipment and systems.
6. Maintenance instructions for [special] finishes, including
recommended cleaning methods and materials and special
precautions idenflfying detrimental agents.
G. Part 3: Project documents and certificales, including the following:
1. Shop drawings and product data.
2. Air and water balance reports.
3. Certificates.
4. Photocopies of warranties.
H. Submit one copy of completed volumes In final form 15 days prior to
final Inspecflon. This copy will be returned after final inspection, with
ArchitecVEngineer comments. Revise content of documents as required
prior to final submittal.
I. Submit final volumes revised, within ten days afler final Inspection.
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A. Provide notarized copies.
B. Execute and assemble documents from Subcontractors, suppliers, and
manutacturers.
C. Provide Table of Contents and assemble in three D side ring binder with
durable plastic cover.
D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide
updated submittal within ten days after acceptance, listing date of
acceptance as start of warranty period.
1.09 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in
quantities specified in individual specification Sections.
B. Deliver to Project site : obtain receipt prior to final payment.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
END OF SECnON
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SECTION 03346
CONCRETE FLOOR RNISHING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Finishing slabs on grade and monolithic floor slab.
B. Surface treatment with concrete hardener and sealer.
1.02 RELATED SECTIONS
Not used.
1.03 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
1.04 SUBMITTALS
A. Manufacturer's Installation Instructions: indicate criteria for preparation and
application.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products under provisions of Section 01600.
B. Deliver materials in manufacturer's packaging including application Instructions.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Burke
B. Tex-Mastic International Inc.
C. Thompson Co., Inc.
D. Substitutions: Under provisions of Section 01600.
2.02 COMPOUNDS - HARDENERS AND SEALERS
A. Curing Compound: ASTM C309, Type 1 D, Class A: Clear.
B. Sealer: ASTM C309, Type I, Class A and B: Clear.
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3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that floor surfaces are acceptable to receive the Work of this Section.
3.02 FLOOR FINISHING
A. Finish concrete floor surfaces in accordance with ACI 301.
B. Wood float surfaces which will receive ceramic tile with full bed selling system.
C. Steel trowel surfaces which will receive carpeting.
D. Steel trowel surfaces which are scheduled to be exposed.
E. In areas with floor drains, maintain floor elevation at walls: pitch surfaces uniformly to
drains at 1/B inch per foot as indicated on Drawings.
3.03 FLOOR SURFACE TREATMENT
A. Apply slip resistant finish in accordance with manufacturer's instructions on scheduled
floor surfaces.
B. Apply sealer in accordance with manufacturer's instructions on scheduled floor surfaces.
3.04 SCHEDULES
A. District Court Clerk Vaull 206: Grind out all cracks to a depth of 2" each way, fill
with a trowel grade concrete patch to a smooth surface to accept carpet and pad.
B. Restrooms 209 and 210: Aller existing tile removal, return substrate to a condition
and level such that it will conform to the requirements for installation of 12" ceramic
tile, return substrate to a level that will flush out to that of the adjoining hallway after
the tile is installed.
C. Hallway 208: After existing tile removal, return substrate to a condition and level
such that it will conform to the requirements for Installation of ceramic tiles as
specified in the contract documents.
END OF SECTION
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SECTION 03732
CONCRETE REPAIR
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preparation of concrete and application of repair materials.
B. Restoration of concrete surfaces.
C. Repair of concrete internal reinforcement.
1.02 RELATED SECTIONS
A. Seclion 03346 - Concrete Floor Finishing.
1.03 REFERENCES
A. ANSI/ASTM C404 - Aggregates for Masonry Grouts.
B. ANSI/ASTM C882 - Bond Strength of Epoxy-Resin Systems Used with Concrete.
C. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.
D. ASTM C33 - Concrete Aggregates.
E. ASTM C150 - Portland Cement.
1.04 PROJECT RECORD DOCUMENTS
A. Submit documenls under provisions of Section 01700.
B. Accurately record actual locations of structural reinforcement repairs, type of repair,
and depth of repair.
1.05 QUALITY ASSURANCE
A. Materials Manufacturer: Company specializing in manufacturing the products specified
in this Section with minimum three years documented experience.
B. Applicator: Company specializing in concrete repair with minimum five years
documented exparience, approved by materials manufacturer.
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A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Comply with instructions for storage, shelf life limitations, and handling.
PART 2 PRODUCTS
2.01 APPLICATORS
2.02 MANUFACTURERS
A. Company specializing in concrete repair wifh minimum five years documented
experience, approved by materials manufacturer.
A. Set Products, Inc.
8. Burke
C. E-Poxy Industries, Inc.
D. Substitutions: Under provisions of Section 01600.
2.03 PATCHING MATERIALS
Characteristic
A. Epoxy Resin: Two-part epoxy adhesive containing 100 percent solids, meeting the
following minimum characteristics:
Test Method
Bond Strength
Tensile Strength
Elongation
ANSI/ASTM C882
ASTM D638
ASTM D638
Flexural Strength
Compressive Strength
ASTM D790
ASTM D695
B. Bonding Agent: Acrylic emulsion, dispersed in water while mixing, non-coagulant in
mix, water resistant when cured.
C. Portland Cement: ASTM C150, Type 1; gray color.
D. Sand: ASTM C33; unllormly graded, clean.
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5,000 psi
2 percent
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8,000 psi
6,600 psi
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F. Cleaning Agent: Commercial muriatic acid.
2.04 REINFORCEMENT MATERIALS
A. Reinforcing Steel: ASTM A615, 40 ksi yield grade billet-steel uncoated finish.
2.05 MIXING EPOXY MORTARS
A. Mix epoxy mortars in accordance 'diUl manufacturer's instructions for purpose intended.
B. Mix components in clean equipment or containers. Conform to pot life and workability
limits.
2.06 MIXING CEMENTITIOUS MATERIALS
A. Mix cementitious grout in accordance with manufacturer's instructions for purpose
intended.
B. Include bonding agent as additive to mix.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work.
B. Beginning of installation means installer accepts existing surfaces and substrate.
3.02 PREPARATION
A. Clean concrete surfaces of dirt, laitwlClJ, corrosion, or other contamination; wire brush
using acid. Rinse surface and allow to dry.
B. Flush out cracks and voids with muriatic acid to remove laitance and dirt. Chemically
neutralize by rinsing with water.
C. For areas patched with epoxy mortar, remove broken and soft concrete 1/4 inch deep.
Remove corrosion from steel. Clean surfaces mechanically; wash with acid and rinse
with water.
3.03 REPAIR WORK
A. Repair exposed structural, shrinkage, and settlement cracks of concrete by the bonding
agent and cementltious paste method.
B. Repair spalling. Fill voids flush with surface. Apply surface finish.
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A. For patching honeycomb, trowel mortar onto surface, working into honeycomb to bring
surface flush with surrounding area. Finish trowel surface 10 match surrounding area.
B. Cover exposed steel reinforcement with epoxy mortar; feather edges to flush surface.
3.05 APPLICATION. CEMENTITIOUS GROUT
A. Apply brush coating of bonding agent to damp concrete surfaces. Provide full surface
coverage.
B. Apply cemenlitlous grout by steel trowel. Tamp into place filling voids at spalled areas.
Work mix into honeycomb.
C. Damp cure cementitious grout for four days.
3.06 SCHEDULE
See Section 03346, schedule does not indicate that others areas may not need patching.
END OF SECTION
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SECTION 06001
CARPENTRY WORK
PART 1 GENERAL
1.01 WORK INCLUDED
A. Rough carpentry, finish carpentry, and cabinet work. Refer to Schedule located at the end
of this Section.
1.02 RELATED WORK
A. Section 08712 - Hardware: Supply of cabinet hardware as required for this Section
B. Section 09900 - Painting: Site finishing of finish carpentry and cabinetwork
1.03 OUALlTY ASSURANCE
A. Rough Carpentry Lumber: Visible grade stamp, of agency certified by National Forest
Products Association (NFPA).
B. When appficable, fabricate cabinetwork and site made finish carpentry items in
accordance with recommendations or Quality Standards of Architectural Woodwork
Institute (AWl).
1.04 SUBMITTALS
A. Submit shop drawings under provisions of Section 01300.
B. Submit samples under provisions of Section 01300 of standard colors and patterns of
plastic laminate for ArchitecVEngineers selection.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver shop fabricated carpentry Items until site conditions are adequafe to
receive the work. Protect Items from weather while in transit.
B. Store indoors, in ventilated areas with a constant, minimum temperature of 60 degrees
F, maximum relative humidity of 25 to 55 percent.
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2.01 FINISH CARPENTRY AND CABINETWORK MATERIALS
A. Softwood Lumber: PS 20; graded in accordance with the requirements of AWl: maximum
moisture content of 6 percent for interior work and 10 percent for exterior work; of
following species and grades:
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Glazed light frames
Trim, moldings, casings
WR Cedar
WR Cedar
Custom/Clear vertical grain
Custom/Clear vertical grain
B. Hardwood Lumber: Graded in accordance with AWl; maximum moisture content of 6
percent; of the following species and grades:
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Casework and shelving White Oak/Ash
Doors(see basement for example)WR Cedar
Custom/Clear vertical grain
Custom/Clear
vertical grain
C. Hardwood Plywood: PS 51; graded In accordance with AWl; core material of veneer; type
of bond recommended for application; of the following species, grades and face veneer
cuts and matches:
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White Oak A-2 Slice
D. Wood Particleboard: Composed of wood chips with water resistant adhesive; of grade to
suit application; sanded faces.
E. Medium Density Fiberboard: Pressed wood fiber with resin binder, standard grade.
F. Plastic Laminate: General purpose type: minimum 1/16 Inches thick; smooth finish,
manufactured by Wilson Art or equivalent.
G. Glass (for Cabinets, Casework, etc.): as note on architectural drawings and in
specifications.
H. Nails: Size and type to suit application.
I. Bolts, Nuts, Washers, Lags, Pins and Screws: Size and type to suit application.
2.03 CABINET HARDWARE
A. Shelf Supports: 7 mm Sleeve Nickel with 7 mm Nickel Shelf Support.
B. Drawers and Door Pulls: 1/2" dia. x 1/2" Stainless Steel Rod.
C. Drawer Slides: E.B. Bradley #328
D. Cabinet door hinge: Blum adjustable or equiv.
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Not used
2.05 FABRICATION
Fabricate cabinetwork and finish carpentry items in accordance with recommendations of
AWl and to extent indicated in Schedule located at the end of this Section. Shop fabricate
items where possible.
Cabinetwork Doors: Minimum 3/4 inch thick and of type construction indicated in
Schedule.
Apply plastic laminate finish in full uninterrupled sheets consistent with manufactured
sizes. Corners and joints to be hairline. Slightly bevel arrises. Locate counter bull
joints at least 2 feet from sink cut-outs.
Cap exposed plaslic laminate edges with material of same finish and pattern.
Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.
Shop assemble cabinetwork and finish carpentry items for delivery to site in sizes easily
handled and to ensure passage through building openings.
2.06 PREPARATION OF FINISH CARPENTRY ITEMS AND CABINETWORK FOR FINISHING
A. Sand work smooth and set exposed nails and screws, except where otherwise noted. Apply
wood filler in exposed nail and screw indentalions and leave ready to receive site applied
finishes. On items to receive transparent finishes, use wood filler which matches
surrounding surfaces and of types recommended lor applied finishes.
B. Seal, stain and varnish concealed and semi-concealed surfaces. Brush apply only.
C. Seal internal surfaces of cabinets with two coats of semi gloss oil based paint on all MDF
surfaces and oil based stain on all wood surfaces. Brush apply only. All cedar trim to
match exisling by applying orange shellac with brush to match existing finishes.
D. Preservative treat surfaces in contact with cementitious materials.
E. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes, and other
fixtures and fitments, Verify locations of cutouts from site dimensions. Seal contact
surfaces of cutouts.
2.07 SHOP APPLIED FINISHES
A. All mefal hand railings and shop buiit casework and cabinetry.
2.08 WOOD TREATMENT
A. Shop pressure treat and deliver to sito ready for Inslallalion, wood materials requiring
pressure impregnatod preservalives.
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3.01 FRAMING, FURRING, AND STRIPPING
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A. Erect wood framing, furring, stripping and nailing members true to lines and levels. Do
not deviate from true alignment more than 1/B inch.
B. Space members at16 inches on center.
C. Construct members of continuous pieces of longest possible lengths.
D. Double wall framing members at openings over 100 square inches. Space short
members above and below openings in same manner as for walls.
3.02 INSTALLATION OF FINISH CARPENTRY ITEMS AND CABINET WORK
A. Set and secure cabinetwork and finish carpentry items in place rigid, plumb, and square.
B. Use purpose designed fixture attachments for mounted components.
C. Use threaded steel concealed joint fasteners to align and secure adjoining cabinet units,
counter tops and partitions.
D. When necessary to cut and fit on site, make material with ample allowance for cutting.
Provide trim for scribing and site cutting.
E. Permanently fix cabinet and counter bases to floor using appropriate angles and
anChorages.
F. Counter-sink semi-concealed anchorage devices used to wall mount components and
conceal with solid plugs of species to match surrounding wood. Place flush with
surrounding surfaces.
G. Carefully scribe cabinetwork which Is against other building materials, leaving gaps of
1/32 Inch maximum. Do not use additional overlay trim for this purpose.
H. Install and adjust cabinet hardware to correct operation.
I. Install hardware, fixtures and accessories supptied under other Sections for Installalion.
Install items in accordance with manufacturer's instruclions.
J. Ensure that mechanical and electrical items allecting this Section of work are properly
placed, complete, and have been Inspected by the ArchitecVEngineer prior to
commencement of instaitation.
K. Latex caulk may be used on cracks up to 1/8" where palntable. Fit all woodwork and
laminate work to 1/16" tolerance. Seal laminate top to backsplash with a clear silicone
sealant.
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3.03 PATCHING
A. Patching of woodwork and extent of patching of woodwork and subsequent finishing will be
determined by a sample of existing woodwork which has been determined to be acceptable
to lhe owner. This will take place at a pre bid conference which shall be mandatory for
both the owner and the prospective bidders to attend.
3.04 SCHEDULE
A. Rough Carpentry Work:
1. Non-structural framing.
2. Preservative treatment of wood members where required.
3. Miscellaneous furring and stripping for wall finishes.
4. Behind wall wood blocking for support of washroom accessories, casework and fire
extinguishers.
B. Exterior Finish Carpentry Work:
1. Boxing of structural members.
2. Brackets, finials, and pediments.
3. Enclosing soffit spaces.
4. Handrails: Custom grade construction.
5. Casings, moldings, and miscellaneous trim.
6. Preservative treatment where required.
C. Interior Finish Carpentry Work:
1. Door, glazed light, access door frames.
2. Door sills.
3. Hardwood plywood wall panelling.
4. Screen partition system.
5. Moldings. Bases. Casings. Miscellaneous trim. Stops.
6. Loose shelving.
7. On-site constructed millwork and installation of finish hardware; Custom grade
construclion.
8. On.slte applied plastic laminate work.
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1. Plastic laminated countertops; Custom grade construction.
2. Misc. millwork/cabinet work in the District Courtroom and Jury Room, complete
with moldings and trim; Custom grade construction.
3. Cabinetwork; Display cases; Shelving units; Custom grade construction. Doors are to
be of rabbeted style.
END OF SECTION
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CUSTO\1 CASE'M:JRK
PART 1 GENERAL
1.01 WORK INCLUDED
A. Special fabricated cabinef units.
B. Countertops.
C. Pre finished surfaces. Prepared for site finishing.
D. Prepared for ulilities.
1.02 RELATED WORK
A. Section 06001. Carpentry work.
1.03 QUALITY ASSURANCE
A. Perform work to custom quality in accordance wifh "Quality Standards" of the
Architecfural Woodwork Institute (AWl).
1.04 SUBMITTALS
A. Submit shop drawings and product dafa under provisions of Section 01300.
B. Include materials, component profiles, fastening methods, assembly methods, jOint
details, accessory listings, and schedule of finishes.
C. Submit samples under provisions or Seclion 01300.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Wood Particleboard: Per AWl sfandard, composed of wood chips. made with water
resistent adhesive; of grade to suit application; sanded faces, located as follows:
Countertops
3/4" Industrial Grade
B. Medium Density Board: Pressed wood fiber with resin binder, standard grade, smooth
two sides, located as follows:
Misc. Casework
3/4" MDF
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2.02 LAMINATE MATERIALS
A. Plastic Laminate: NEMA LD 3, GP - 50 general purpose type; color as selected.
B. Laminate Backing Sheet: LD-3 BK20 Backing grade, undecorated plastic laminate.
2.03 ACCESSORIES
A. Adhesive: Type recommended by laminate manufacturer to suit application.
B. Aluminum Edge Trim: Extruded convex shape; smooth surface finish; self-locking
serrated tongue; of width to match plywood thickness; natural finish.
C. Glass: As shown on architectural drawings.
D. Fasteners: Size and type to suit application.
E. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; plain
finish in concealed locations and plain finish in exposed locations.
2.04 FABRICATION
A. Shop assemble casework for delivery to site in units easily handled and to permit passage
through building openings.
8. Door and Drawer Fronts: 3/4 inch thick.
c. When necessary to cut and fit on site, provide materials with ample allowance for
culling. Provide trim for scribing and site cutting.
D. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured
sizes. Make corners and joints hairline. Slightly bevel arrises. Locate counter butt
joints minimum 2 feet (600 mm) from sink cut-outs.
E. Apply laminate baCking sheet to reverse side of plastic laminate finished surfaces.
F. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes, and other
fixtures and fittings. Verify localions of cutouts from on-site dimensions. Seal contact
surfaces of cut edges.
2.05 FACTORY FINISHING
A. Sand work smooth and set exposed nails and screws. Apply wood filler in exposed nail and
screw Indentations. On items to receive transparent finishes, use wood filler which
matches surrounding surfaces and of types recommended for applied finishes.
8. Seal surfaces in contacf with cemenlitlous materials.
75
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3.01 INSPECTION
A. Verify adequacy of backing and support framing.
3.02 INST ALLA TION
A. Set and secure casework in place rigid, plumb, and level.
B. Use purpose designed fixture attachmenls at concealed locations for wall mounted
components.
C. Use threaded steel concealed joint fasteners to align and secure adjoining cabinet units
and counter tops.
D. Carefully scribe casework which is against other building materials, leaving gaps of
1/32 Inch ma:dmum. Do not use additional overlay trim for this purpose.
E. Secure cabinet and counter bases to floor using appropriate angles and anchorages.
F. Counter-sink anchorage devices at exposed locations used to wall mount components, and
conceal with solid plugs of species to match surrounding wood. Finish flush with
surrounding surfaces.
3.03 ADJUSTING AND CLEANING
A. Adjust doors, drawers, hardware, fixtures and other moving or operating parts to
function smoothly and correclly.
B. Clean caseworl(, counters, shelves, hardware, fillings and fixtures.
END OF SECTION
76
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SECTION 08210
~cx:x:R3
PART 1 GENERAL
1.01 WORK INCLUDED
A. Wood doors and panels non.rated.
B. Schedule included on architectural drawings.
1.02 RELATED WORK
A. Section 06001- Carpentry work
B. Section 08800 - Glazing.
C. Section 09900 - Painting: Site finishing doors.
1.03 REFERENCES
A. AWl - Quality Standards of Architectural Woodwwork Institute.
1.04 QUALITY ASSURANCE
A. Conform to requirements of AWl Quality Standard Section 1300 and 1400 Custom Grade.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated doors and panels.
1.06 SUBMITTALS
A. Submit shop drawings and product data under provisions of Section 01300.
B. Indicate door elevations, stile and rail reinforcement, internal blocking for hardware
allachment, and cutouts for glazing.
C. Submit samples under provisions of Section 01300.
1.07 DELIVERY, STORAGE, AND PROTECTION
A. Protect products under provisions of Section 01600.
B. Package, deliver, and store doors in accordance with AWl requirements.
1.08 WARRANTY
A. Provide manufacturer's warranty under provisions of Section 01700.
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A. Maximum Diagonal Disfortion: 1/8 inch measured wilh straight edge, COrner to corner.
3.03 ADJUSTING AND ClEANING
A. Adjust for smoofh and balanced door movement.
END OF SECTION
79
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SECTION 08712
lXXlR HARDWARE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Hardware for wood doors.
B. Thresholds.
C. Gaskel1ing.
1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS
A. Furnish templates to Section 08210 for door and frame preparation.
1.03 RELATED WORK
A. Section 08210 - Wood Doors: Wood door frames.
1.04 REFERENCES
A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and
Usable by Physically Handicapped People.
B. AWl - Architectural Woodwork Institute.
C. BHMA. Builders' Hardware Manufacturers Association.
D. DHI - Door and Hardware Institute.
E. NAAMM. National Association of Architectural Metal Manufacturers.
F. NFPA 101 - Life Safety Code.
1.05 COORDINATION
A. Coordinate work of this Section with other directly affected Sections involving
manufacturer of any internal reinforcement for door hardware.
1.06 QUALITY ASSURANCE
A. Manufacturers: Companies specializing in manufacturing door hardware wllh minimum
three years experience.
B. Hardware Supplier: Company specializing in supplying commercial door hardware with
five years documented experience.
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A. Conform to applicable code for requirements applicable to fire rated doors and frames.
B. Conform to the applicable sections of Chapter 5 of NFPA 101.
1.08 SUBMITTALS
A. Submit schedule, shop drawings, and product data under provisions of Section 01300.
B. Indicate locations and mounting heights of each type of hardware.
C. Provide product data on specified hardware.
D. Submit samples under provisions of Section 01300.
E. Submit samples of latch set illustrating style, color, and finish.
F. Samples: May be incorporated into the Work.
1.09 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of Section 01700.
B. Include data on operating hardware, lubrication requirements, and inspection procedures
related to preventative maintenance.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Package hardware items indivlduaily; label and identify package with door opening code to
match hardware schedule.
D. Deliver keys to Owner by security shipment direct from hardware supplier.
E. Protect hardware from theft by cataloging and storing in secure area.
1.11 MAINTENANCE MATERIALS
A. Provide special wrenches and tools applicable to each different or special hardware
component.
B. Provide maintenance tools and accessories supplied by hardware component
manufacturer.
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2.01 ACCEPTABLE MANUFACTURERS
A. Hinges: Stanley or Hagar
B. latch Sets: Best
C. Closers: Corbin or Russwin
D. Gasketting: BBW
E. Proteclion Plates: BBW
F. O.H. Stops: Rixson
G Flush bolts: BBW
I. Bollom and top pivots efc. : Bommer
2.02 KEYING
A. All locks to be supplied with construclion cores manufactured by Best Locks. Keying
will be performed direcfly with owner. Contractor to furnish 4 masterkeys, 2 control
construclion keys, 2 control permanent keys, and 3 keys each KD lock, 6 keys each KA
Group.
2.03 FINISHES
A. Finishes are to be oil rubbed bronze (613) unless specified otherwise.
B. Closers sprayed to match the adjacent hardware.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that doors and frames are ready to receive work and dimensions are as Instructed
by the manufacturer.
8. Verify that power supply Is available fo power operafed devices.
C. Beginning of insfallalion means acceptance of exlsling condillons.
3.02 INSTALLATION
A. Insfall hardware In accordance with manufacturer's Inslrucllons.
8. Use the templates provided by hardware Item manufacturer.
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1. Locksels:
C. Mounting heights for hardware from finished floor 10 center line of hardware item:
2. Push/Pulis:
3. Dead Locks:
4. Panic Devices:
40 5/16 Inches.
42 inches.
45 Inches.
42 Inches.
D. Conform to ANSI A 117.1 for positioning I ~yuj(emenIS fOf the handicapped.
3.03 SCHEDULE
DOOR 1
Existing hardware
DOOR 2
Existing hardware
DOOR 3
Existing hardware
DOOR 4
Existing hardware
DOOR 5
Exisling hardware
DOOR 6
Existing hardware
DOOR 7
Existing hardware
DOOR 8
Existing hardware
DOOR 9
Existing hardware
DOOR 10
Existing hardware
DOOR 11
Locksel:
Hinges:
Closer:
Kickplate:
Mop Plate:
Wall Bumper:
35H7J7J w/strike
BB1168 4 1/2 x 4
K2820H SNB LBL
37 10"X34"
37 4"X35"
WC9X
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1/2
613 Finish
US 10A
Bronze Finish
613 Finish
613 Finish
Quantity (1)
Ouantlty (1 1/2 pr)
Quantity (1)
Quantity (1)
Quantity (1)
Quantity (1)
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0 DOOR 14
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DOOR 16
d Bottom pivot
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0 DOOR 17
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0 and closer:
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K2820H SNB LBL Bronze Finish Ouantity (1 )
37 1 0"X34" 613 Finish Quantity (1 )
37 4"X35" 613 Finish Quantity (1 )
WC9X Quantity (1)
35 H6 EW7 Fw/strike 613 Finish Quantity (1 )
BB1279 4 1/2 x 4 1/2 US 10A Finish Ouantity (1 1/2pr)
F-8063X US 10B Finish Quantity (1 )
35H6EW7Fw/strike 613 Finish Quantity (1 )
BB1279 4 1/2 x 4 1/2 US 10B Finish Ouantity (1 1/2pr)
F-B063X US 10B Finish Quantity (1 )
Bommer 7B02 613 finish Quantity (1 )
Bommer 7000 series 613 finish Quantity (1 )
Bommer 7B02 613 finish Quantity (1 )
Bommer 7000 Series 613 finish Quantity (1 )
END OF SECTION
84
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SECTION 08800
GlAZING
PART 1 GENERAL
1.01 WORK INCLUDED
A Glass and glazing for glazed walls Clnd doors.
B. Glass cabinet doors.
C. Glass for mirrors.
1.02 RELATED WORK
A. Section 06410- Custom Casework; Cabinet work with provision for glazed doors.
B. Section 8210- Wood Doors: Shop glazed doors.
C. Section 10800 - Toilet and Bath Accessories: Mirrors.
1.03 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide structural, physical and environmental characteristics. size limitations, special
handling or installation requirements.
C. Provide data on glazing sealant. Identify colors available.
D. Submit samples under provisiolis of Section 01300.
1.04 DELIVERY, STORAGE, AND PROTECTION
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
1.05 WARRANTY
A. Provide five year manufacturer's warranty under provisions of Section 01700.
B. Warranty: Include coverage of sealed glass units from seal failure, interpane dusting or
misting, and replacement of same.
85
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" f,,,I/1 !',V ,,<c' ~'<' ,,'" 'J."l.'.' ,<' ',',",,,, I' ,",'~r<,':~ r,! ,'). ;;.'): :,ia:;l< color; :'.:;):1-
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I' :'I'i",'" 1,1,110" 11""1"1111/1, :.1, :if,,"" ^ 111111,"11,1'" IliI(d'lf:~.:'; 3 inch long x 1/4 inch wide x
11.1 Hii .11 11111.1,. t:\llll flllllfl:d JII I illtl IdC'11
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III hhillll ^ dtllllll11dtJl Ilc\ldlll'~1", "ldlcHlnn Ildlli\~;n pnpnr: \Jlnck color.
'I llld.llllll ,Iq~:, t,LIHldd\ \I11111'~1 :It.\Ihhud 1\'1'11
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3.04 EXTERIOR COMBINA nON METHOD (TAPE AND SEAlANT)
A. Cut glazing tape to length and set against permanent stops, 3/16 inch (5 mm) below
sightline. Seal corners by bulling tape and dabbing wilh butyl sealant.
B. Apply heel bed of butyl sealant along exterior void enSuring full contact wilh pane.
c. Place setfing blocks at 1/3 points.
D. Rest glass on setting blocks and push againsf lape and heel bead of sealam wilh sufficient
pressure to attain full contact at perimeter 01 pane.
E. Inslall removable stops, spacer strips inserted between glass and applied sfops at 24
inch intervals, 1/4 inch below sighlline. Place glazing tape on glass wilh tape1/4 inch
below sighlline.
F. Fill gap between pane and applied stop with butyl type sealant to deplh equal to bile of
frame on pane, but not more fhan 3/8 inch below sighlline.
G. Apply cap bead of acrylic type sealant along exterior void, 10 uniform line, nush with
sighlline. Tool or wipe sealant surface with solvent for smooth appearance.
3.05 EXTERIOR WET METHOD (SEALANT AND SEALANT)
Not used
3.06 INTERIOR DRY METHOD (TAPE AND TAPE)
A. Cut glazing tape to lengfh and set against permanent stops, projecting 1/16 inch above
sightline.
B. Place setfing blocks at 1/4 points.
C. Rest glass on setfing blocks and push against tape for full contact at perimeter of pane.
D. Place glazing fape on free perimeter of pane in same manner described above.
E. Install removable Sfop without displacemenf of tape. Exert pressure on tape for full
continuous contact.
F. Knife frim protruding tape.
3.07 CLEANING
A. After insfallation, mark pane with an .X. by using plastic tape or removable pasle.
B. Remove glazing materials from finish surfaces.
C. Remove labels after work is completed.
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3.08 GLASS SCHEDULE
t~o\e: p,~jer \0 arcfllteC\Ura1 orawi"Il~ lor \Jiazlr,~ speclk:; iocatlOn:; ane oetail!:..
A, Room 209: 36" I 72" l. .i4" tioal \Jia5S mirror, ground eo;)e:;,
8, Room 210: 36" l. 36" l. 114" liQal i)ia55 mirror, glOund eOlles.
C, Door' 1: 3/16" ~aj~ty gla~~. Typ~ /-, Sando\as\ed Interior laCing Sides oniy.
D, Door 12: 3116" ~ajety glass. Type F. Sar,dolasted Inlerior tacing sides only,
E, t/lisc, doors use 3116" ~alt;ty glass. Type F" SandDiaS\f:d interior tacinIJ sides only as
noted on architectural drawings and in contract dc-cuments.
END OF SECTiO-
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GYPSUM PlASTER
PART 1 GENERAL
1.01 WORK INCLUDED
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A. Two coat plaster system.
B. Metal furring and lath.
C. Plaster fireproofing for building structural members.
D. Smooth surface finish.
1.02 RELATED WORK
Not used
1.03 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Provide product data on plaster materials, characteristics and limitations of products
specified.
1.04 REFERENCES
A. ANSI/ASTM C28 . Gypsum Plaster.
B. ANSI/ASTM C35 . Inorganic Aggregafes for use in Gypsum Plaster.
C. ANSI/ASTM C61 - Gypsum Keene's Cement.
D. ANSI/ASTM C206 - Finishing Hydrated Lime.
E. ANSI/ASTM C631 - Bonding Compounds for Inlerior Plastering.
F. ANSI/ASTM C842 - Application of Interior Gypsum Plaster.
1.05 FIELD SAMPLES
A. Provide sample panel under provisions of Section 01300.
B. Accepted sample may remain as part of the work.
C. All work shall conform In consistency and appearance to fhe sample area shown and
Identified In the pre bid conference at which time the General Contractor and the owner
shall be present. Any questions regarding the final product finish shall be directed to tho
owner In wriflng before the official bid opening.
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C. Casing Bead: Formed steel, minimum 26 gage thick; thickness govemed by plaster
thickness; maximum possible lengths; expanded metal flanges, with square edges;
galvanized finish.
D. Control and Expansion Joint Accessories: Formed steel; minimum 25 gage thick;
accordian profile, 2 inch expanded metal flanges each side; galvanized finish.
E. Anchorages: Nails, staples, or other approved metal supports, of type and size to suit
application, galvanized, to rigidly secure lath and associated metal accessories in place.
2.08 PLASTER MIX
A. Mix and proportion plaster in accordance with ANSI/ASTM C842.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that surfaces and site conditions are ready to receive work.
B. Masonry: Verify joints are cut flush and surface is ready to receive work of this Section.
Verify no bituminous or water repellent coatings exist on masonry surface.
C. Grounds and Blocking: Verify items within walls for other Sections of work have been
installed.
D. Metal Lath and Accessories: Verify lath is flat, secured to substrate, and
joint and surface perimeter accessories are in place.
E. Mechanical and Electrical: Verify services within walls have been tested and approved.
F. Beginning of Installation means acceptance of existing conditions.
3.02 PREPARATION
A. Protect elements surrolJnding the work of this Section from damage or disfiguration.
B. Dampen masonry surfaces to reduce excessive suction.
C. Clean concrete surfaces of foreign mailer. Thoroughly dampen surfaces before using acid
solutions, solvent, or detergents to perform cleaning. Wash surface with clean water.
D. Roughen smooth concrete surfaces and smooth faced masonry.
E. Apply bonding agent in accordance wilh manufacturer's instructions.
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A, Continuously reinfo'ce ;nler~al angles wiH, ,-,)mer ",esh, e<ceot where me metallalM
returns 3 Inches 'r0m ~...0rr'8r to ~0r;:"i ~rl~ ?r"-:;lA r2inf(jrC8mAnt~ fasten at penmeter
8(Y)es onk!,
B. ?li1CA b08d0.o I;ylnrn"l ~c1f"101t'! 'Nit~ [Tlt)sh )1 C.'Jf:"',0;"~: ~::,!~fp.n ~t ,",utp.r ~dqes onlY.
C. P\8CO strip m~!';h d!qqon~1!y f1~ C',Orr,t)fS cf !?.It--~d 0P~r'linr;S. SBCure flgid:Y in place.
D, Place 4 inch wide strips of metal lath C',n'ered over ;unc1ions of dissimitar baCKing
ma1p.ria!~. S0cUre riaidly in O!3CI1.
_, Placo casi~g nQvas ill ierrr,ir,il:ic,nc s' ;;':10,18' ",n;o,h, Bult and align endS. Secure ngidly
in pl"ce,
3M PLASTi:RING
^. Ap;->ly Q'/p3um p\(lstr-~r in ar;(;ord~r.c,:; ,,,qh m,":1rufaelurer's ;nslrucHons.
EL Apply brown ~nd finish coals o'Jor gy;:>sum I",h ~nd masonry surfaces. Apply brown coat
to a nominal Ihickness of :J/8 Inch,
C, /I,pply color tinterl tnneJ co~t to prcp<lred surf"ce5 in ~ccordance with manufacturer's
irJstrtlctio(l~.
f), ^pply fini"tJ coat 10 rnlnlrnllrn 1/8 inch thlc\<nes5,
E, Wor!: Iii" finlcli ('n;lt I!nl fHHt smooth, wllh "teel trown!.
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SECTION 09215
VENEER PLASTER
PART 1 GENERAL
1.01 WORK INCLUDED
A. Substrate surface of gypsum backing board, single layer.
B. Veneer plaster, two coat application over sheet gypsum surface.
1.02 RELATED WORK
A. Section 06001 - Carpenlry Work:
1.03 REFERENCES
A. ANSI/ASTM C587 - Gpysum Veneer Plaster.
B. ANSI/ASTM C631 - Bonding Compounds for Inlerior Plastering.
C. ANSI/ASTM C843 - Application of Gypsum Veneer Plaster.
D. ANSI/ASTM C844 - Application of Gypsum Base to Receive Gypsum Veneer Plaster.
1.04 QUALITY ASSURANCE
A. Apply gypsum backing board in accordance wilh ANSIIASTM C844 and GA 216.
B. Apply gypsum veneer plaster in accordance with ANSI/ASTM C843.
1.05 SUBMITTALS
A. Submit product dala under provisions of Seclion 01300.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Do not apply veneer plaster when substrate or ambient air temperature Is less than 50
degrees F nor more than 80 degrees F.
PART 2 PRODUCTS
2.01 MATERIALS
A. Reinforcing Tape, Joint Compound, Adhesive, Waler, Fasteners: GA 216.
B. Gypsum Veneer Plaster: ANSI/ASTM C587.
C. Bond Coat: ANSI/ASTM C631.
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A. Develop plaster mix in accordance with manufacturer's instructions.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify masonry mortar joints are cut flush and surface is ready to receive work of this
Section. Verify no bituminous or water repellent coatings exist on masonry surface.
B. Verify concrete surfaces are flat, honeycomb is filled flush, and surface is ready to
receive work of this Section. Verify no bituminous, water repellent, or form release
agents exist on concrete surface.
C. Verify gypsum board substrate is flat, joints are taped and sanded, and surface is ready to
receive work of this Section. Verify joint and surface perimeter accessories are in
place.
D. Beginning of installation means acceptance of substrate.
E. All work shall conform in consistency and appearance to the sample area shown and
identified in the pre bid conference at which time the General Contractor and the owner
shall be present. Any questions regarding the final product finish shall be directed to the
owner in wrlling before the official bid opening.
3.02 PREPARATION
A. Clean surfaces of dust or loose mailer.
B. Remove projections greater than 1/8 inch and fill depressions greater than 1/4 inch
with Portland cement mortar.
3.03 INSTALLATION. GYPSUM BASE
A. Install gypsum board in accordance with GA 216.
B. Use screws to fasten gypsum board to wood framing.
C. Erect single layer gypsum board vertical, with ends and edges occurring over firm
bearing.
D. Tape, fill, and sand filled joints, edges, corners, openings, and fixings to produce surface
ready to receive veneer finish. Feather coats onto adjoining surfaces so that camber Is
maximum 1/32 inch.
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3.04 APPLICATION - VENEER PLASTER
A. Apply gypsum veneer plaster in accordance with ANSI/ASTM C843.
B. Install angle, corner, and joint reinforcement.
C. Dampen masonry surfaces without visible water on surface to minimize suction from
plaster materials.
D. Immediately after dampening, apply base coat to a thickness of 1/B inches plus or minus
1/64 inch.
E. Finish surface to match existing finish.
END OF SECTION
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SECTION 09311
CERAMIC TILE FLOOR FINISH
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Ceramic tile floor and base finish using the thin set application method.
B. Thresholds at door openings.
1.02 RELATED SECTIONS
A. Section 03346 _ Concrete Ftoor Finishing: Trowelling of floor slab for tile application.
B. Section 15430 - Plumbing Specialties: Floor drains.
1.03 REFERENCES
A. ANSlrrCA A10B.5 _ Ceramic Tile Installed with Dry-Set portland Cement Mortar or
Latex Portland Cement Mortar.
B. ANSlrrCA A137.1 - Specifications for Ceramic Tile.
C. TCA (Tile Council of America) - Handbook for Ceramic Tite Installation.
1.04 SUBMITTALS
A. Submit shop drawings under provisions of Section 01300.
'B. Submit shop drawings indicating tile tayout, pallerns, color arrangement, perimeter
condilions, junctions with dissimilar materials, thresholds, and selling details.
C. Submit maintenance data under provisions of Section 01700.
D. Include recommended cleaning and stain removal methods, cleaning materials.
1.05 QUALITY ASSURANCE
A. Conform to TCA Handbook for Ceramic Tile Installation.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in the manufacture of products specified In this
Section with minimum three years documented experience.
B. Installer: Company specializing In applying the work of this Section with minimum three
years documented experience.
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1.07 PRE-INSTALLATION CONFERENCE
A. Convene one week prior to commencing work of this Section.
1.08 DELIVERY, STORAGE, AND HANDUNG
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Secfion 01600.
C. Protect adhesives from freezing or overhealing in accordance with manufacturer's
instructions.
1.09 ENVIRONMENTAL REOUIREMENTS
A. Do not install adhesives in a closed, unvenliiated environment.
B. Maintain 50 degrees F during installation of mortar materials.
PART2 PRODUCTS
2.01 MANUFACTURERS _ TILE
A. Crossville Ceramics, Genesis Series Ceramic Tile.
2.02 TILE MATERIAL
A. Ceramic Floor Tile: ANSIITCA A137.1, conforming to the following:
Moisture Absorption
Size
Edge
Surface Finish
Color
o to 0.5
12 x 12 x 5/16 inch and 6 x 6 x 5/16 inch
Square
Unpolished
As selected
B. Base: Mafch floor file for moisture absorption, surface finish, and color; tile length 8
inch long x 6 inch high; buflnosed top edge, coved Internal corner.
2.03 ADHESIVE MATERIALS
A. Organic Adhesive: Type 1; thin set bond type.
2.04 MORTAR MATERIALS
A. Mortar Materials: Portland cement, sand and water.
2.05 GROUT MATERIALS
A. Grout: Cementllious type, resislant to shrinking.
B. Grout: Cemenllllous type with latex additive, in restroom araas.
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C. Color Admixture: Water addilive type, color French Gray #368; Hydroment Ceramic
Tile GrouVJolnt Filler manufactured by Upco.
2.06 SEALANTS
A. Slip resistant tile sealer with 22 per cent solids; Shine & Hardener manufactured by
Aquamix.
2.07 ACCESSORIES
A. Thresholds: Extruded aluminum, bullnosed edging.
2.08 MORTAR MIX AND GROUT MIX
A. Mix and proportion pre-mix selling bed and grout malerials in accordance with
manufacturer's instructions.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work.
B. Beginning of installation means inslaller accepts condition of existing surfaces.
C. Tile base shall be cut to conform neatly to the wall moun led water closet specified here
in the contract documents.
3.02 PREPARATION
A. Protect surrounding work from damage or disfiguration.
B. Vacuum clean existing surfaces and damp clean.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
flatness tolerances.
D. Apply sealer to surfaces as recommended by adhesive manufacturer.
3.03 INSTALLATION. THINSET METHOD
A. Install mortar bed, file, threshold, and grout in accordance with manufacturer's
instructions.
B. Apply thinset adhesive over surfaces to a fhickness of 1/8 inch.
C. Lay tile to paflern indicated on Drawings. Do not interrupt tile paflern through openings.
D. Place edge strips at locations indicated on Drawings.
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E. Cut and filtile tight to penetrations through tile. Form corners and bases neally. Align
floor and base joints.
F. Place tile joints uniform In width, subject to variance in tolerance allowed in tile size.
Make joints watertight without voids, cracks, excess mortar, or excess grout.
G. Sound tile after setting. Replace hollow sounding units.
H. Keep control joints free of mortar or grout. Apply sealant to joints.
I. Allow tile to set for a minimum of 48 hours prior to grouting.
J. Grout tile joints.
K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
planes.
3.04 CLEANING
A. Clean work under provisions of 01700.
8. Clean tile surfaces.
3.05 PROTECTION
A. Protect finished installation under provisions of Section 01500.
8. Do not permit traffic over finished floor surface.
3.06 SCHEDULE
A. Men's Toilet Room 210: 12 x 12 inch tile, 'Graphite - C850' and 6 x 6 x 5/16 inch
"Ebony - C890'; coved base 6 inches high, same color as tile, bullnosed top edge, full
mortar bed with latex additive grout; for pattern, see architectural drawings.
B. Women's Toilet Room 209: 12 x 12 inch tile, 'Graphite - CB50' and 6 x 6 x 5/16
Inch"Ebony . CB90'; coved base 6 Inches high, same color as tile, bullnosed top edge,
full mortar bed with latex additive grout; for pattern, see architectural drawings.
C. Hallway 208: Misc. We replacemenl af entrance ot 210 and 209 and fhe existing edge of
the hallway. Original tile existing at site or a new tile selected by the owner to be used in
place; thin set and grouted to match surrounding grout type and color.
END OF SECTION
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SECTION 09686
CARPETING WITH CUSHION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Carpeting.
B. Cushioned underlay
C. Accessories.
1.02 RELATED SECTIONS
A. Section 09900 . Painting: Base finish.
B. Section 06001- Carpentry work.
1.03 REFERENCES
A. ANSIIASTM E648 - Critical Radianl Flux of Floor Covering Systems Using a Radiant Heat
Energy Source.
B. ASTM E84 - Surface Burning Characteristics of Building Materials.
C. NFPA 258 - Carpet NBS Smoke Chamber.
1.04 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of Section 01700.
B. Include maintenance procedures, recommended maintenance materials. and suggested
schedule for cleaning.
1.05 QUAUTY ASSURANCE
A. Manufacturer: Company specializing in woven carpel with three years minimum
experience.
B. Instal/er: Company with three years minimum documented experience.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Slore materials for one day prior 10 instal/ation in area of inSlal/ation 10 achieve
temperature stabilily.
1.07 EXTRA MATERIALS
A. Provide 125 sq ft of carpeting of each color specified. under provisions of Section
01700.
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2.01 MANUFACTURER - CARPETiNG
A. DesignweCl'lO
Style: Belmont
Cvlor: S131ec~e~ hy owner
2.02 CARPETING MATERIALS
A. Woven Carpet: Conforming 10 the following crileria:
Pile Fiber
Static Control Fiber
Pitch
Wire Height
Pile Weight
Densitl
Stitch Count
Primary Backing
Secondary Backing
Total Weight
Roll Wicllh
Dupont Antron III ~Jylon
2 Ply ContinuouS H'Jatset
1/10 inch
.375 inch
40 OzJ5Q yd
4992
12.8 per inch
Woven polypropylene
Action Back
40 OzJ5Q yd
12 II
2.03 CUSHIOr~ MATEF11ALS
A. Cushion Undnrlrty: ASTM E-fJ4, Clrtss B. Commercial Grade; 3/8 inch Ihick, 72 inches
wide rolls.
2.04 ACCESSORIES
A. Carpet Gripper: 1 ype recommended by cnlpet rnrtnulrtcturnr to suit Bppllcallon. with
nllrtcl1l1mnl d~vlces.
B. Adheslv~: COlllpnllble with cushion lllrtl~"nl. l1econll1\~nded by cushion mnnufacturer.
P^RT 3 EXEC\lrlON
3.01 EXAMINATION
A. Vmlfy Ihol s\Jbslmle surfrtces om sl11ooli1 no{j 1I:'l1 willl m:'lximum v:'Iri:'ltion in 1/4 inch
In 10 It rtno :'lIC modI' 10 ,eceive wo,I<.
8. Be(1innin(1 01 in"t:'llloli,"l 111eon" :'lCcopt:'lnce of existing substr:lte :'Inti site conditions.
3.02 f'IlEPM1^TION
^" Rel110ve sub floor Iid(j"s onri bur.1l's. rill Ie,\\, s>,,'IS, C':lCkS, joir1ts. halos, and other
clr:frct;~ witl1 ~llt; 1100r li\l('r,
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A. Install in accordance with manufacturer's instructions.
B. Install cushion using maximum size pieces.
C. Layout cushion so that carpel seams will nol fall directly over cushion seams.
D. Butt edges together and tight to edge of carpet gripper. Tape all joints.
E. Remove air pockets and ridges and slighlly sl(oJlch. Anchor securely around projections
and contours.
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3.04 INSTALLATION - CARPET
A. Install in accordance with manufacturer's instructions.
B. Layout rolls of carpet for approval.
C. Verify carpet match before culling to ensure minimal variation between dye Jots.
D. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true,
and un frayed.
E. Locale seams in area of least traffic.
F. Join seams by hot adhesive tape melhod. Form seams straight, not overlapped or peaked,
and free of gaps.
G. Lay carpet on floors with run of pile in same direction as anticipated traffic.
H. Do nol change run of pile in any room where carpet is continuous through a wall opening
Into another room. Locate change of color or pattern between rooms under door
centerline.
I. Cut and fit carpet around interruptions.
J. Where wall bases are scheduled, cut carpet 1/4 inch from walls to allow re-stretching.
Fit carpet tight to vertical interrupllons, leaving no gaps.
K. Lay carpel tight end flat on sub-floor, well fastened at edges, with a uniform appearance.
Provide monolithic color, patlern, and texture match within anyone area.
L. Install one piece gripper edging strip where carpet terminates at other floor coverings.
Where splicing cannot be avoided, seam ends tighl and flush.
3.05 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damago.
B. Clean and vacuum carpet surfaces.
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A. Prohibit traffic from carpet areas for 24 hours after installation.
END OF SECTION
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PAINTING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Surface preparation.
B. Surface finish schedule.
C. Color selection schedule.
1.02 RELATED WORK
A. Section 06410- Custom Casework: Shop finished cabinet work.
B. Section 10160- Metal Toilet Compartments: Special Coatings
1.03 QUAUTY ASSURANCE
A. Applicator: Company specializing in commercial painting and finishing with five years
documented experience.
1.04 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame/fueVsmoke rating requirements for finishes.
B. Work only when owner's work schedule will not be interfered with. Use of products with
any odors that may be offensive shall be approved before application.
1.05 FIELD SAMPLES
A. Provide samples under provisions of Section 01300.
B. Provide field sample panels, 30 inches long by 30 inches wide. illustrating special
coating color, texture, and finish.
C. Locate where directed.
D. Accepted sample may remain as part of the Work.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Seclion 01600.
C. Deliver products to site in sealed and labelled containers: inspect to verify acceptance.
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D. Container labelling to include manufacturer's name, type of paint, brand name, brand
code, coverage, surface preparation, drying time, cleanup, color designation, and
instructions for mixing and reducing.
E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum
of 90 degrees F, in wel/ ventilated area, unless required otherwise by manufaclurer's
instructions.
F. Take precautionary measures to prevent fire hazards and spontaneous combustion.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and heating facilities to maintain surface and ambient
temperatures above 45 degrees F for 24 hours before, during, and 48 hours after
application of finishes, unless required otherwise by manufacturer's instructions.
B. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50
degrees F for exterior; unless required otherwise by manufacturer's instructions.
C. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or
exterior, unless required otherwise by manufacturer's instructions.
D. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
1.08 EXTRA STOCK
A. Provide a one gallon container of each color and surface texture to Owner.
B. Label each container with color, texture and room locations in addition to the
manufacturer's label.
PART2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS. PAINT
A. Parker Paint
B. Kelly Moore
C. Prall and Lambert
D. Substilutions: Under provisions of Section 01600.
2.02 ACCEPTABLE MANUFACTURERS _ VARNISH AND URETHANE
A. Daley Products
B. Varathane
C. Prall and Lambert
D. Substitutions: Under provisions of Section 01600.
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A. Daley Products
B. Olympic
C. Kelly Moore
D. Substitutions: Under provisions of Section 01600.
2.04 ACCEPTABLE MANUFACTURERS _ PRIMER.SEALERS
A. Parker Paint
B. Kelly Moore
C. Pratt and Lamber1
D. Substitulions: Under provisions of Seclion 01600.
2.05 FINISHES
A. Refer to schedule at end of Section and to detail schedule on architectural drawings for
surface finish and color schedule.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that surfaces are ready to receive work as instrucled by the product
manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Repor1 any
condition that may potentially affect proper application.
C. Beginning of installation means acceptance of existing surfaces.
3.02 PREPARATION
A. Remove electrical plates, hardware, light fixture trim, and fillings prior to preparing
surfaces or finishing.
B. Correct minor defects and clean surfaces which affect work of this Section.
C. Shellac and seal marks which may bleed through surface finishes.
D. Impervious Surfaces: Remove mildew by scrubbing with solution of trl,sodium
phosphate and bleach. Rinse wllh clean water and allow surface 10 dry.
E. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair.
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F. Plasler Surfaces: Fill hairline cracks, small holes, and imperfections with latex patching
plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali
surfaces.
G. Interior Wood Items Scheduled to Receive Finish: Wipe oH dust and grit prior to priming.
Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after
primer has dried: sand between coats. Open grain wood such as oak shall be filled with a
wood filler.
H. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.
3.03 PROTECTION
A. Protect elements surrounding the work of this Seclion from damage or disfiguration.
B. Repair damage to other surfaces caused by work of this Section.
C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from
disfiguring other surfaces.
D. Remove empty paint containers from site.
3.04 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
D. Apply each coat of paint slightly darker than preceeding coat unless otherwise approved.
E. Sand lightly between coats to achieve required finish.
F. Allow applied coat to dry before next coat is applied.
G. Where clear finishes are required, tint fillers to match wood. Work fillers into the
grain before set. Wipe excess from surface. Fillers to be used on such open grain woods
as oak.
H. Prime back surfaces of interior woodwork scheduled to receive stain or varnish finish
with gloss varnish reduced 25 percent with mineral spirits.
3.05 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and
eleclrlcal components and paint separately.
B. Prime and paint Insulated and exposed pipes, conduit, boxes, Insulated and exposed dUClS,
hangers, brackels, collars and supports, except where items are prefinished.
C. Replace idenlification markings on mechanical or electrical equipment when painted
accidently.
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D. Paint dampers exposed behind louvers, grilles, and convector and baseboard cabinets to
match face panels.
E. Paint exposed conduit and electrical equipment occuring in finished areas.
F. Paint both sides and edges of plywood backboards for electrical and telephone equipment
before installing equipment.
G. Replace electrical plates. hardware, light fixture trim, and fittings removed prior to
finishing.
3.06 CLEANING
A. As Work proceeds, promplly remove paint where spilled, splashed. or spanered.
B. During progress of Work maintain premises free of unnecessary accumulation of tools.
equipment. surplus materials, and debris.
C. Collect colton waste, cloths, and material which may constitute a fire hazard, place in
closed metal containers and remove daily from site.
3.07 SCHEDULE. EXTERIOR SURFACES
Not used.
3.08 SCHEDULE - INTERIOR SURFACES
A. Wood - Painted
1. One coat alkyd prime sealer.
2. Two coats alkyd enamel,semi.gloss.
B. Wood - Transparent
1. Filler coat (for open grained wood only).
2. Two coats stain.
3. One coat sealer.
4. Two coats varnish,salin.
alt. on existing: color and shellac to match color and finish as needed
C. Concrete, Concrete Block, Cemenl Plasler
1. One coat block filler.
2. Two coats catalized epoxy enamel, gloss.
E. Steel - Unprimed
1. One coat zinc chromate primer.
2. Two coats alkyd enamel, semi.gloss.
F. Steel. Primed
1. Touch.up with original primer,
2. Two coats alkyd enamel, semi. gloss.
G. Steel - Galvanized
1. One coat zinc chromate primer.
2. Two coats alkyd enamel, semi.gloss.
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H. Concrete Floors
1. One coal catalized epoxy primer.
2. Two coals catalized epoxy enamel, gloss.
I. Plaster, Gypsum Soard
1. One coal alkyd primer sealer.
2. Two coats alkydenamel, flat.
3.10 SCHEDULE.. COLORS
A. Room 201
Walls: color by owner
Ceiling: color by owner
Sase: orange shellac
Doors: orange shellac
Trim: orange shellac
B. Room 202
Walls: color by owner
Ceiling: color by owner
Sase: orange shellac
Doors: orange shellac
Trim: orange shellac
C. Room 203
Walls: color by owner
Ceiling: color by owner
Base: orange shellac
Doors: orange shellac
Trim: orange shellac
Casework: Oak/ash - Daly's Pro Fin or Varnish
Heaters: Color by owner
D. Room 204
Walls: color by owner
Ceiling: color by owner
Base: orange shellac
Doors: orange shellac
Trim: orange shellac
E. Room 205
Walls: color by owner
Ceiling: color by owner
Sase: orange shellac
Doors: orange shellac
Trim: orange shellac
Casework: Oak/ash. Daly's Pro Fin or Varnish
F. Room 206
Walls: color by owner
Ceiling: color by owner
G. Room 207
N.I.C.
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H. Room 208
Walls: color by owner (only for new/patched construction areas)
Ceiling: color by owner (only for new/patched construction areas)
Base: orange shellac (only for new/patched construction areas)
Doors: orange shellac (only for new/patched construction areas)
Trim: orange shellac (only for new/patched construction areas)
1. Room 209
Walls: color by owner
Ceiling: color by owner
Base: tiles
Doors: orange shellac
Trim: orange shellac/paint, color by owner
J. Room 210
Walls: color by owner
Ceiling: color by owner
Base: tiles
Doors: orange shellac
Trim: orange shellac/paint, color by owner
END OF SECTlON
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SECTION 10160
METAL TOILET COMPARTMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Metal toilet compartments, floor mounted.
B. Urinal screens, wall mounted wilh floor brace.
1.02 RELATED SECTIONS
A. Section 10800 - Toilet and Bath Accessories.
1.03 REFERENCES
A. ANSI A 117.1 - Specifications for Making Buildings and Facilities Accessible to and
Usable by Physically Handicapped People.
B. ANSI/ASTM A424 - Steel Sheets for Porcelain Enameling.
C. ANSIIASTM A526 - Steel Sheet, Zinc.Coated (Galvanized) by the Hot-Dip Process.
Commercial Quality.
D. ASTM A167 - Stainless and Heat Resisting Chromium. Nickel Steel Plate, Sheet and
Strip.
E. FS RR-P-1352 - Partitions, Toilet, Complete.
1.04 SUBMITTALS
A. Submit shop drawings and product data under provisions of Section 01300.
B. Indicate on shop drawings, parlition plan and elevation views, dimensions, details of wall
and floor supports, and door swings.
C. Provide product data on panel construction, hardware, and accessories.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Sanyametal Color; Sanyacrylic # 76 Gray
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Sheet Steel; ANSI/ASTM A526, with zinc coaling. Type BX.
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A. Install partitions secure, plumb, and leve in a=rdance with manufacturers'
instructions.
B. Maintain 3/8 to 1/2 inch space between wall and panels and between wall and end
pilasters.
C. Attach panel brackets securely to walls using anchor devices.
D. Attach panels and pilasters to bracket with through sleeve tamperproof bolts and nuts.
Locate headrail joints at pilaster center lines.
E. Anchor urinal screen panels to walls with two panel brackets and vertical upright
consisting of pilaster and tubular headrail stock and sockets anchored to floor.
F. Provide adjustment for floor variations with screw jack through steel saddles Integral
with pilaster. Conceal floor fastenings with pilaster shoes.
G. Equip each door with two hinges, one door latch, and one coat hook and bumper.
H. Install door strike and keeper with door bumper on each pilaster in alignment with door
latch.
I. Adjust hinges to locate doors in partial opening position when unlatched. Return outswing
doors to close position.
3.03 ADJUSTING
A. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding
3/16 Inch.
3.04 CLEANING
A. Remove protective maskings. Clean surfaces.
B. Field touch-up of scratches or damaged enamel finish will not be permitted.
C. Replace damaged or scratched materials and replace with new materials.
END OF SECTlON
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SECTION 10800
TOILET .lWD SA TH ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Toilet and washroom accessories.
B. Attachment hardware.
1.02 RELATED SECTIONS
A. Section 08800 - Glazing: Wall mirrors.
B. Section 10160 - Metal Toilet Carpartmenls.
1.03 REFERENCES
A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible To and
Usable by Physically Handicapped People.
B. ANSI/ASTM B456 . Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and
Nickel Plus Chromium.
C. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate,
Sheet and Strip.
D. NEMA LD-3 - High Pressure Decorative Laminates.
1.04 KEYING
A. Masler key all accessories.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for installing work.
1.06 SEQUENCING AND SCHEDULING
A. Coordinate the work of this Section with the placement of reinforcement of toilet
partitions to receive anchor attachments.
PART 2 PRODUCTS
2.01 MATERIALS
A. Stainless Sleel Sheet: ASTM A167, Type 304.
B. Tubing: ASTM A269, stainless steel.
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C. Plastic Laminale: NEMA LD.3, general purpose type; finish, color, pattern, to be
selected by architect.
D. Adhesive: Two component epoxy type, waterproof.
E_ Fasteners, Screws, and Bolls: Hot dip galvanized ,tamperproof.
F. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer
for component and substrate.
2.02 FABRICATION
A. Weld and grind smooth joints of fabricated components.
B. Form exposed surfaces from single sheet of stock, free of joints.
C. Form surfaces flat without distortion. Maintain f1al surfaces without scratches or dents.
D. Back paint components where contact is made with building finishes to prevent
electrolysis.
E. Shop assemble components and package complete with anchors and fillings.
F. Provide steel anchor plates, adapters, and anchor components for installation.
2.03 FACTORY FINISHING
A. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake.
B. Enamel: Pretreat to clean condition, apply one coat primer and minimum two coats
electrostatic baked enamel.
C. Chrome/Nickel Plating: ANSI/ASTM B456, Type polished finish.
D. Stainless Steel: No.4 satin luster finish.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that site conditions are ready to receive work and dimensions are as instructed by
the manufacturer.
B. Beginning of Installation means acceptance of existing condillons.
3.02 PREPARATION
A. Deliver Inserts and rough.in frames to site at appropriate time for building-in.
8. Provide templates and rough.in measurements as required.
C. Verify exact location of accessories for installation.
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A. Install fixtures, accessories and items in accordance with manufacturers' instructions.
B. Install plumb and level, securely and rigidly anchored to substrate.
3.04 SCHEDULE FOR TOILET ROOMS 209 & 210:
A. Soap Dispenser: 20 gage stainless steel with satin finish, vandal resistant mounting,
hinged, locked filler top and polycarbonate refill window. Corrosion-Resistant valve to
dispense soaps, lotions and detergents. Container capacity 40 oz. Mount centerline 42
1/2 inches from finish floor:
Model B-III manufactured by Bobrick.
B. Recessed Towel Dispenser and Waste Receptacle: Recessed Paper Towel Dispenser and
Waste Receptacle constructed entirely of type 304 stainless steel with exposed surfaces
satin finish. Drawn flange, one piece seamless construction. Door attached to cabinet by
full length, stainless steel piano hinge and equipped with stainless steel cable door stop
and knob latch. Paper Towel Dispenser capable of dispensing 350 C-fold or 475
multilold paper towels without use of adapters. Waste receptacle with friction catch,
removable for servicing with top and bottom edges hemmed for safe handling. Capacity 2
gallons. Mount centerline 37 inches from finish floor; Model B-369 manufactured by
Bobrick.
C. Folding Utility Shelf: Folding Utility Shelf constructed of type 304 stainless steel,
welded construction. Exposed surfaces satin finish. Shelf equipped with a heavy duty
internal spring. Mounting bracket of type 304 stainless steel with satin finish. Shelf
automatically returns to upright position when not in use. Install in accordance with
manufacturer's instructions; Model B-287 manufactured by Bobrick.
D. Toilet Tissue Dispenser: Surface.mounted Multi-Roll Toilet Tissue Dispenser
constructed of stainless steel, welded construction. All exposed surfaces satin finish.
Unit dispenses two standard toilet tissue rolls, as well as 5 inch diameter, 1500 sheet
toilet tissue rolls. Spare roll automatically drops into place. Mount centerline 34
Inches from floor; Model B-288 manufactured by Bobrick.
E. Mirror: 42 x36 x 1/4 inch and 42 x 72 x 1/4 inch mirror with bevel edge, use metal
clips to mount. Metal clips per manufacturer's recommendation. Mount centerline 56
Inches above finish floor or as shown on plans.
F. Grab Bars: Grab bar constructed of type 304 stainless steel with satin finish. Wall
thickness of 18 gage and outside diameter of 1 1/2 inches. Flanges 3/16 Inch thick
stainless steel plate, 3 inch diameter, cach having 3 countersunk screw holes for
attachment to wall. Ends of grab bar pass through flanges, heliarc welded to form one
structural unit. Mount centerline 32 inches from finish floor, altach securely to double
vertical studs In new construction: Model B.6106 manufactured by Bobrick.
G. Grab Bar Mounting Kit: Consists of 3 No. 14 x 2 1/2 inch type 304 stainless steel,
Phillips flat head, sheet metal screws; Model 252-2 manufactured by Bobrick. One
mounting kit required for cach sel of grab bars.
END OF SECTION
116
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SECTION 15410
PLUMBING PIPING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Pipe and pipe fittings.
B. Valves.
C. Sanitary sewer piping system.
D. Domestic water piping system.
E. Storm water piping system.
1.02 RELATED WORK
A. Section 15430 - Plumbing Specialties.
B. Section 15440 - Plumbing Fixtures.
1.03 REFERENCES
A. ANSI/ASTM D2466 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Fillings, Schedule 40.
B. ASTM A74 - Cast Iron Soil Pipe and Fittings.
C. ASTM A120 - Pipe, Steel, Black and Hot.Dipped Zinc Coated (Galvanized), Welded and
Seamless. for Ordinary Uses.
D. ASTM B8e . Seamless Copper Water Tube.
E. ASTM B306 - Copper Drainage Tube (DWV).
F. ASTM D2235 - Solvent Cement for Acrylonitrile - Butadiene - Styrene (ABS) Plastic
Pipe and Fittings.
G. ASTM D2680 - Acrylonitrile-Buladiene.Styrene (ABS) Composite-Sewer Piping.
H. ASTM D2751 - Acrylonitrlte.Butadiene.Styrene (ABS) Sewer Pipe and Fittings.
/. ASTM F477 - Elastomeric Seals (Gaskets) for Joining Plastic Pipe.
J. AWWA C601 . Standard Methods for the Examination of Water and Wasle Water.
K. CISPI 301 - Cast Iron Soil Pipe and Fitlings for Hubless Cast Iron Sanitary Systems.
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A. Valves: Manufacturer's name and pressure rating marked on valve body.
B. Welding Materials and Procedures: Conform to ASME Code and applicable state labor
regulations.
1.05 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Include data on pipe materials, pipe fillings, valves and accessories.
1.06 DEUVERY, STORAGE. AND HANDLING
A. Defiver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Deliver and store valves in shipping containers with labelling in place.
PART 2 PRODUCTS
2.01 SANITARY SEWER PIPING, ABOVE GRADE
A. ABS Pipe: ASTM D2680 or D2751. Fillings: ABS.
2.02 WATER PtPING, ABOVE GRADE
A. Copper Tubing: ASTM Ba8, Type M, hard drawn. Fittings: ANSI/ASME B16.23, cast
brass, or ANSI/ASME B16.29, wrought copper. Joints: ANSI/ASTM B32. solder, Grade
95TA.
2.03 FLANGES. UNIONS, AND COUPLINGS
A. Pipe Size 2 Inches and Under: 150 psig malleable iron unions for threaded ferrous
piping; bronze unions for copper pipe, soldered joints.
B. Pipe Size Over 2 Inches: 150 psig forged steel slip.on flanges for ferrous piping; bronze
flanges for copper piping; neoprene gaskets for gas service; 1/16 inch thick preformed
neoprene bonded to asbestos.
C. Grooved and Shouldered Pipe End Couplings: Malleable iron housing clamps to engage and
lock, designed to permit some angular deflection, contraction, and expansion; .C. shape
composition sealing gasket; steel bolts, nuts, and washers; galvanized couplings for
galvanized pipe.
D. Dielectric Connections: Union with galvanized or plated steel threaded end, copper soldor
end. water Impervious Isolation barrier.
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2.04 BALL VALVES
A. Up 10 2 Inches: Bronze body, stainless steel ball, teflon seats and stuffing box ring, lever
handle, solder ends with union.
B. Over 2 Inches: Cast steel body, chrome plated steel ball, teflon seat and stuffing box
seals, lever handle or gear drive handwheel for sizes 10 inches and over, flanged.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. Provide non-conducting dielectric connections wherever jointing dissimilar metals.
B. Route piping in orderly manner and maintain gradient.
C. Install piping to conserve building space and not interfere wilh use of space.
D. Group piping whenever practical at common elevations.
E. Install piping to allow for expansion and contraction without slresslng pipe, joints, or
connected equipment.
F. Provide clearance for inslallation of insulation and access to valves and fillings.
G. Provide access where valves and fillings are not exposed.
H. Slope water piping and arrange to drain al low points.
I. Establish elevations of burled piping outside lhe building to ensure not less than 3 It of
cover.
J. Prepare pipe, fittings, supports, and accessories not prefinished, ready for finish
painting. Refer to Section 09900.
K. Establish invert elevalions, slopes for drainage to 1/4 inch per foot (2 percent)
minimum. Maintain gradients.
L. Instali bel/ and spigot pipe with bell end upslream.
M. Install valves with stems upright or horizontal, nol inverted.
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A. Use grooved mechanical couplings and fasteners only in accessible locations.
B. Install unions downstream of valves and at equipment or apparatus connections.
C. Install brass male adapters each side of valves in copper piped system. Sweat solder
adapters to pipe.
D. Install ball valves for shut.off and to isolate equipment, part of systems, or vertical
risers,
E. Install ball valves for throttling, bypass, or manual flow control services.
3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Prior to starting work, verify system is complete, flushed and clean.
B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or
soda ash) or acid (hydrochloric).
C. Inject disinfectant, free chlorine in liquid, powder, tablet or gas form, throughout
system to obtain 50 to 80 mg/L residual.
D. Bleed water from outlets to ensure dislribution and test for disinfectant residual at
minimum 15 percent of outlets.
E. Maintain disinfectant In system for 24 hours.
F. If final disinfectant residual tests less than 25 mglL, repeat treatment.
G. Flush disinfectant from system until residual equal to that of incoming water or 1.0
mg/L.
H. Take samples no sooner than 24 hours after flushing, from 10 percent of outlets and
from water entry, and analyze In accordance with AWWA C601.
3.05 SERVICE CONNECTIONS
A. Provide sewer hookups for new restrooms and sink drain. Before commencing work
check invert elevations required for sewer connections, confirm inverts and ensure that
these can be properly connected wilh slope for drainage and cover to avoid freezing.
END OF SECTiON
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SECTION 15430
PLUMBING SPECIALTIES
PART 1 GENERAL
1.01 WORK INCLUDED
A. Floor drains.
B. Cleanouts.
1.02 RELATED WORK
A. Section 15410 - Plumbing Piping.
B. Section 15440 - Piumbing Fixtures.
1.03 REFERENCES
A. ANSIIASSE 1012 - Backflow Prevenlers with Immediate Atmospheric Vent.
B. ANSIIASSE 1011 - Hose Connection Vacuum Breakers.
C. ANSI A112.21.1 - Floor Drains.
1.04 QUAUTY ASSURANCE
A. Manufacturer: For each product specified, provide components by same manufacturer
throughout.
PART 2 PRODUCTS
2.01 FLOOR DRAINS
A. FD-l: Duco cast iron two piece body with double drainage flange, weep holes,
reversible clamping collar, and square, adjustable nickel-bronze strainer wllh
removable perforated sediment buckel; Model 2 inch PTU.2010.B wllh 6 inch Nickel
Strainer Assembly manufactured by Smith.
2.02 AREA DRAINS (AD)
A. Duco cast iron body and flashing collar, and round nickel.bronze grate with slotted
sediment bucket, vandal proof top, threaded outlet. Model TU-2230 NB manufactured
by Smllh.
2.03 CLEANOUTS
A. Interior Finished Wall Areas (CO-l): ABS line type with plug. Chrome plated bronze
square frame and secured stainless steel cover. Model U4735-11 3/4 inches
manufactured by Smith.
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3.01 PREPARATION
A. Coordinate culling of floor construction 10 receive drains to required invert elevations.
3.02 INSTALLATION AND APPLICATION
A. Install specialties in accordance with manufacturer's instructions to permit intended
performance.
B. Extend cleanouts to finished floor or wall surface. lubricate threaded cleanout plugs with
mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage
system.
END OF SECTION
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SECTION 15440
PLUMBING FIXTURES
PART 1 GENERAL
1.01 WORK INCLUDED
A. Water closets.
B. Urinals.
C. Lavatories.
D. Service sinks.
1.02 RELATED WORK
A. Section 06410 - Custom Casework: Preparation of counters for sinks.
B. Section 07900 - Joint Sealers: Seal fixtures to walls and floors.
C. Section 15410 - Plumbing Piping.
D. Section 15430 - Plumbing Specialties.
1.03 REFERENCES
A. ANSI Al12.6.1 - Supports for Off-the. Floor Plumbing Fixtures for Public Use.
B. ANSI A112.18.1 - Finished and Rough Brass Plumbing Fixture Fittings.
C. ANSI A112.19.1 - Enameled Cast Iron Plumbing Fixlures.
D. ANSI Al12.19.2 - Vitreous China Plumbing Fixtures.
E. ANSI A 112.19.4 - Porcelain Enameled Formed Steel Plumbing Fixtures.
F. ANSI Al12.19.5 - Trim for Water-Closet Bowls, Tanks, and Urinals.
1.04 QUALITY ASSURANCE
A. Fixtures: By same manufacturer for each product specified throughout.
B. Trim: By same manufacturer for each product specified throughout.
1,05 OPERATION AND MAINTENANCE DATA
A. Submit operattion and maintenance data under provisions of Section 01700.
B. Include fixture trim exploded view and replacemont parts lists.
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A. Provide manufacturer's warranty under provisions of Section 01700.
PART 2 PRODUCTS ( All finishes to be standard white unless otherwise noted.)
2.01 WATER CLOSET (WC-1) Quantity (5)
A. Bowl: NSI A 112.19.2; wall hung siphon jet vitreous china closet bowl, with elongated
rim, 1-1/2 inch (38 mm) spud, bolt caps; Model K-4430ET manufactured by Kohler.
B. Flush Valve: ANSI Al12.18.1: exposed chrome plated, diaphragm type with oscillating
handle, escutcheon, seat bumper, integral screwdriver stop and vacuum breaker: Model
Royal 110 YAYI-3 manufactured by Sloan.
C. Seat: Solid white plastic, open front, extended back, brass bolts, without cover: Model
K-4670-C manufactured by Kohler.
D. Wall Mounted Carrier: ANSI A 112.6.1; adjustable cast iron frame, integral vent, no hub,
adjustable spud, lugs for floor and wall allachmenl, threaded fixture studs with nuts and
washers; Model ZER 1203 NL4 and Model ZER 1203 NR4 manufactured by Zurn.
2.02 URINAL (UR-l) Quantity (2)
A. Urinal: ANSI A 112.19.2; vitreous china, wall hung washout urinal with shields, integral
trap, removable stainless steel strainer, 3/4 inch top spud, steel supporting hanger;
Model K-4980-T manufaclured by Kohler.
B. Flush Valve: ANSI A112.18.1; exposed chrome plated, diaphragm type with oscillating
handle, escutcheon, integral screwdriver stop ,vacuum breaker; Model Royal 186 G
manufactured by Sloan.
C. Wall Mounted Carrier: ANSI A112.6.1: cast iron and steel frame with tubular legs, lugs
for floor and wall allachment, threaded fixture studs for fixture hanger, bearing studs;
Model ZR 1222 manufactured by Zurn.
2.03 LAVATORY (L-l) Quantity (3)
A. Lavalory: Enameled cast iron countertop lavatory, 16 x 19 inches with drilJings on 8
inch centers, holes centered 17 Inches from front counter edge, front over1low, seal of
pully, caulking, or concealed vinyl gasket; Model 3210.044 manufactured by American
Standard.
B. Trim: ANSI A112.18.1: chrome plated Aquaseal valves, rigid connector, eight inch
centers, water economy aerator with flow restrlctor: Model 2238.582 manufactured
by American Standard.
C. Trim: Pair lever handles, screws, color Index bullons; manufactured by American
Slandard.
D. Trim: Stainless steol oval mounting rim, 16 x 19 Inches, manufactured by Hoody.
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E. Trim: Chrome Plated Wheelchair Grid Drain; Model 7723.018 manufactured by
American Standard.
F. Trap Primer: Chrome plated cast bronze p-trap with cleanout, 17 gage tubing outlet,
slip joint nuts, washers and escutcheons, 1/2 inch primer tube with compression
fitting connection at wall.
2.04 SERVICE SINK (SS-l) Quantity (1)
A. Bowl: ANSI A 112.19.1 ;18 x 20 x 8 1/2 inch deep, porcelain enamelled (inside only)
cast iron roll-rim sink, with 10 inch high back, concealed hanger, chrome plated
strainer with 3 inch enameled inside trap standard; Model K-6718 manufactured by
Kohler.
B. Trim: ANSI A 112.18.1 exposed wall type supply with lever handles, spout wall brace.
vacuum breaker, hose end spout, strainers, eccentric adjustable inlets, integral
screwdriver stops with covering caps and adjustable threaded wall flanges: Model K-
8904 manufactured by Kohler.
C. Support: Cast iron and steel frame with tubular legs, lugs for floor and wall attachment,
threaded fixture studs for fixture hanger: Model ZR-1229 manufactured by Zurn.
2.05 WATER HEATER
A. Reuse or attach to existing water heater.
2.06 FITTING AND MISC. HARDWARE
A. Provide all fittings, hardware, valves, drains, traps, and any misc. plumbing hardware
needed to connect fixtures to water and drain services. Complete installation to provide a
fully operational system.
2.07 COFFEE SINK
A, Combination bowl and trim: Elkay Lustertone series package number LH-1720-C. To
include one LR.1720 rectangular stainless steel sink with LK-6K-H satin finish, one
LK-2432 Hi-Arc two handle faucet. Drain opening Is 3 1/2", with 3 faucet holes
standard. Sink Is seamless #18 guage, type 302 (1 S-S) nickel bearing stainless steel.
Provide all drain and water line connections to provide for a fully operational sink and
faucet unit.
PART 3 EXECUTION
3.01 INSPECTION
A. Review millwork shop drawings. Confirm localion and size of fixtures and openings
bofore rough.in and installation.
B. Verify adjacent construction is ready to receive rough-in work of this Section.
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of bid. If there exists any dispcrepencies in the contract documents or by observation
there needs to be upgrading or changes made in the proposed mechanical portion of the
contract documents, contractor must notify the owner in writing within 7 days and must
notify the owner prior to the official bid openings.
3.02 INSTALLATION
A. Install each fixture with trap, easily removable for servicing and cleaning.
B. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops
reducers, and escutcheons.
C. Install components level and plumb.
D. Install and secure fixtures in place with wall carriers and bolls.
E. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07900, color
to match fixture.
F. Connect all new fixtures to existing drain lines, vents, and water supply lines.
G. Maintain fixtures to the following heights above finished floor:
Water CIOSAt.
Standard
Handicapped
15
18
inches (380 mm) to top of bowl rim
inches (455 mm) to top of seal
lliI.o..al.;
Handicapped
19
inches (485 mm) to top of bowl rim
Lavatory'
Handicapped
33
inches (810 mm) to top of basin rim
Water CIOSAt Flush Valves:
Standard 11
inches (280 mm) min. above bowl rim
3.03 ADJUSTING AND CLEANING
A. Adjust stops or valves for Intended water flow rate to fixtures withoul splashing, noise,
or overflow.
B. At completion clean plumbing fixtures and equipment.
C. Solidly attach water closets to floor with lag screws. Lead flashing Is not intended hold
fixture In place.
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A. Rough-in fixture piping connections in accordance with following table of minimum sizes
for particular fixtures.
Lavatory
Service Sink
Water Closet
(Flush Valve)
Urinal
(Flush Valve)
Coffee Sink
Hot Water
1/2 inch
1/2 inch
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1/2 inch 1-1/2 inch 1-1/4 inch
1/2 inch 2 inch 1-1/2 inch
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3/4 inch 2 inch 1-1/2 inch
1/2" 1 1/2" 1 1/4"
ENDOFSECTICN
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SECTION 15520
STEAM AND STEAM CONDENSATE PIPING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Pipe and pipe fittings.
B. Valves.
C. Steam piping system.
D. Steam condensate piping system.
1.02 RELATED WORK
A. Section 09900 - Painting.
1.03 REFERENCES
A. ASTM B88 - Seamless Copper Water Tube.
1.04 QUAUTY ASSURANCE
A. Valves: Manufacturer's name and pressure rating marked on valve body.
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C. Welders Certification: In accordance with ANSI/ASME SEC 9.
B. Welding Materials and Procedures: Conform to ANSI/ASME SEC 9 and applicable state
labor regulations.
1.05 SUBMITTALS
A. Submit product data under provisions of Section 01300.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Deliver and store valves In shipping containers with labelling In place.
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PART 2 PRODUCTS
2.01 LOW PRESSURE STEAM PIPING, ABOVE GRADE
A. Steel Pipe: ASTM A53 or A120, Schedule 40, black.
1. Fittings: ANSI/ASTM B16.3, malleable iron Class 125, or ASTM A234, forged steel
Class 125.
2. Joints: Screwed, or ANSIIAWS D1.1, welded.
B. Copper Tubing: ASTM B88, Type L, hard drawn.
1. Fittings: ANSIIASME B16.23, cast brass, or ANSI/ASME B16.29, wrought copper.
2. Joints: ANSI/ASTM B32, solder, Grade 95TA.
2.02 LOW PRESSURE STEAM CONDENSATE PIPING, ABOVE GRADE
A. Steel Pipe: ASTM A53 or A 120, Schedule 80, black.
1. Fittings: ANSI/ASTM B16.3, malleable iron Class 125, or ASTM A234, forged steel
Class 125.
2. Joints: Screwed, or ANSI/AWS D1.1, welded.
B. Copper Tubing: ASTM B88, Type L, hard drawn.
1. Fittings: ANSI/ASME B16.23, cast brass or ANSI/ASME B16.29, wrought copper.
2. Joints: ANSI/ASTM B32, solder, Grade 95TA.
2.03 FLANGES, UNIONS, AND COUPLINGS
A. Pipe Size 2 Inches and Under: 150 psig galvanized malleable iron unions for threaded
ferrous piping; bronze unions for copper pipe, soldered joints.
B. Pipe Size Over 2 Inches: 150 psig forged steel slip.on flanges for ferrous piping; bronze
flanges for copper piping; 1/16 inch thick preformed neoprene.
C. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder
end, water impervious isolation barrier.
2.04 BALL VALVES
A. Up to 2 Inches: Bronze one piece body, stainless steel ball, teflon seats and stuffing box
ring, lever handle,solder ends.
B. Over 2 Inches: Cast steel body, chrome plated steel ball, tenon seat and stuffing box
seals, lever handle, flanged.
PART 3 EXECUTION
3,01 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and dirt on inside and outside before assembly.
C. Prepare piping connections to equipment with flanges or unions.
D. Aller completion, fill, clean, and treat syslems.
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A. Route piping in orderly manner, plumb and parallel to building structure, and maintain
gradient.
B. Install piping to conserve building space and nol interfere with use of space, other work,
or equipment.
C. Install piping to allow for expansion and contraction wilhout stressing pipe, joints, or
connected equipment.
D. Provide clearance for installation of insulation and access to valves and fittings.
E. Provide access where valves and fillings are not exposed.
F. Slope steam piping one inch in 40 feet (0.25 percent) in direction of flow. Use eccentric
reducers to maintain bottom of pipe level.
G. Slope steam condensate piping one inch in 40 feet (0.25 percent). Provide drip trap
assembly at low points and before control valves. Run condensate lines from trap to
nearest condensate receiver. Provide loop vents over trapped sections.
H. Where pipe support members are welded to structural building framing, scrape, brush
clean, and apply one coat of zinc rich primer to welding.
I. Prepare pipe, fittings, supports, and accessories for finish painting. Refer to Seclion
09900.
J. Install valves with stems upright or horizonlal, not inverted.
3.03 APPLICATION
A. Inslall unions downstream of valves and at equipment or apparatus connections. Install
dielectric unions where joining dissimilar male rials.
B. Install brass male adapters each side of valves in copper piped system. Sweat solder
adapters to pipe.
C. Install valves for shut-off and to isolate equipment, part of systems, or vertical risers.
D. Install valves for throttling, bypass, or manual flow control services.
END OF SECTION
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SECTION 15800
HEAT TRANSFER UNITS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Finned tube radiation, conveclors.
B. Cabinet and unit heaters.
1 .02 SUBMITTALS
A. Product Data: Provide for manufactured products and assemblies
including coil and frame configurations, and rough.in dimensions.
B. Operating and Mainlenance Instructions: Include manufacturers
descriptive fiterature, opera ling instruclions, installation instructions,
maintenance and repair data, and parts listings.
1.03 WARRANTY
A. Provide five year manufaclurer's warranly .
PART 2 PRODUCTS
2.01 LOW PRESSURE STEAM RADIATORS
A. Manufacturers:
1. Runtal Model: VLX
B. Heating Elements: all components shall be of carbon steel.
C. Element Hangers: Provided with radiator units or contractor provided
as needed with site verification.
D. Finish: Faclory applied baked primer (while). Final color shall be 2
coals of baked on enamel with a paint thickness of 2 to 3 mils. Color
to be selected by owner from RAL color chart. Please coordinate with
owner and provide owner with sufficienl notification so as not to delay
instaliation and ordering.
2.02 THERMOSTATIC VALVE and VALVE CONTROLS
A. Manufacturer:
1. Honeywell Braukmann
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B. To match existing valve and control units lhroughout rest of building
in model number and applicalion. Each new radiator unit shall be
filled with a Vl00 style valve body and aT 100A individually
controlled temperature sensor.
C. Verity age and manufacture of eXisting valves and control units, if
acceptable with owner and approved prior to official bid opening,
these units may be reused by contraclor
PART 3 EXECUTION
3.01 INSTALLATION
A. Install materials in accordance with manufaclurer's instructions.
B. Hang unit heaters from building structure, not from piping.
C. Contractor must verity steam type and pressure for application noted in
contract documents and shall inform owner within 7 days in writing
noting any changes to the original conlract documents. This procedure
must take place during the bidding process and must be disclosed before
the official bid opening.
3.02 SCHEDULE
A. See mechanical/plumbing drawings for location and model.
END OF SECTION
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BASIC MATERIALS AND METHODS
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1.01 SECTION INCLUDES
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A. Electrical basic requirements.
B. Existing Work.
C. Connection of utilization equipment.
D. Supports.
E. Identification.
1.02 REGULATORY REQUIREMENTS
A. Conform to local, state and federal codes and regulations.
B. Conform to NFPA 70.
C. Certify inspection and approval from authority having jurisdiction.
1.03 PROJECT CONDITIONS
A. Existing conditions shown on Drawings are based on casual field
observation. Electrician must submit a shematic eleclrical design plan
showing locations, conduit runs, type of materials and all other related
features of a fully functioning electrical installation as outlined in the
architectural plans.
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Drawings.
C. Report discrepancies to ArchitecVEngineer before disturbing exlsling
Installation.
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A. Perform Work to requirements of NECA Standard of Installation.
B. Use personnel with appropriate exparicnce to perform Work on energized
equipment and circuits.
C. Review submillals for equipment furnishad under othcr Sections prior to
installation and electrical rough-In. Vcrify location, size, and type of
connections. Coordinate details of equipment connections with supplier 1 33
and Installer.
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2.01 BASIC MATERIALS
A. Steel Channel: Galvanized or painted steel.
B. Miscellaneous Hardware: Treat for corrosion resistance.
PART 3 EXECUTION
3.01 EXISTING ELECTRICAL WORK
A. Verify that abandoned wiring and equipment serve only abandoned
facilities.
B. Disconnect existing electrical systems in walls, floors, and ceilings
indicated for removal.
C. Coordinate utility service outages and reconnections with Utility Company
and Owner.
D. Provide temporary wiring and connections to maintain existing
systems In service during construction.
1. Existing Electrical Service: Maintain existing system in service until
new service Is complete and existing loads are reconnected.
2. Existing Electrical Feeders and Branch Circuits: Maintain feeders and
branch circuits in service until replacement circuits are Installed
and ready to connect.
3. Existing Fire Alarm System: Maintain existing system in service as
indicated on electrical and architectural drawings.
4. Existing Telephone System: Maintain existing system In service.
E. Remove, relocate, and repair existing Installations to accommodate
new construction.
1. Remove abandoned wiring to source of supply.
2. Remove exposed abandoned conduit and boxes.
3. Disconnect abandoned outlets and remove devices.
4. Provide blank cover for abandoned outlets which are not removed.
5. Disconnect and remove abandoned panelboards and distribution
equipment.
6. Disconnect and remove electrical devices and equipment serving
utilities.
7. Disconnect and romove abandoned luminaires, brackets, stems,
hangers, and other accessories.
F. Repair adjacent construction and finishes damaged during removal of
existing electrical work.
G. Maintain access to existing, active electrical installations.
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are to be reused.
1. Panelboards: Clean and check tightness of electrical connections.
Replace damaged circuit breakers and provide closure plates for
vacant positions. Revise circuit directory.
2. Luminaires: Clean exterior and interior surfaces.
Replace lamps and broken electrical parts.
I. Extend existing installations using materials and methods compatibte with
existing electrical installations, and as specified.
3.02 INSTALLATION
A. Make electrical connections to utilization equipment in accordance
with equipment manufacturer's instructions.
1. Verify that wiring and outlet rough.in work is complete and that
utilization equipment is ready for electrical connection, wiring, and
energization.
2. Make wiring connections in control panel or in wiring compartment of
pre-wired equipment. Provide interconnecting wiring where
indicated.
3. Install and connect disconnect switches, controllers, control stations,
and control devices as indicated.
4. Make conduit connections to equipment using flexible conduit. Use
Iiquidtight flexible conduit In damp or wet locations.
5. Use wire and cable with insulation suitable for temperatures
encountered in heat-producing equipment.
6. Install pre-fabricated cord set where connection with attachment plug
Is Indicated or specified, or use attachment plug with suitable straln-
relief clamps.
7. Provide suitable strain-relief clamps f,or cord connections to outlet
boxes and equipment connection boxes.
B. Install support systems sized and fastened to accommodate weight of
equipment and conduit, including wiring, which they carry.
1. Fasten hanger rods, conduit clamps, and outlet and junction boxes to
building structure using expansion anchors.
2. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster,
or gypsum board partilions and walls; expansion anchors or preset
inserts in solid masonry walls; self-drilling anchors or expansion
anchor on concrete surfaces; sheet metal screws in sheet metal studs;
and wood screws In wood construction.
3. Do not fasten supports to piping, ceiling support wires, ductwork,
mechanical equipment, or conduit.
4. Do not use powder-actuated anchors.
5. Do not drill structural steel members.
6. Fabricate supports from structural steel or steel channel, rigidly
welded or bolted.
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7. Install surface.mounted cabinets and panelboards with minimum of
four anchors.
8. Provide steel channel supports to stand cabinets one inch (25 mm) off
wall in wet locations.
9. Bridge studs top ar.d bottom with channels to suppor1 flush-mounted
cabinets and panelboards in stud walls.
3.03 EQUIPMENT CONNECTION SCHEDULE
A. See electrical and architectural drawings for further specifications on
circuit loadings.
B~D OF SECTION
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SECTION 16120
WIRE AND CABLE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Building wire.
B. Cable.
C. Wiring connections and terminations.
D. MOdular wiring system.
1.02 REFERENCES
A. NEMA WC 3 - Rubber-Insulated Wire and Cable for the Transmission and
Distribution of Electrical Energy.
B. NEMA WC 5 - Thermoplastic-Insulated Wire and Cable for the
Transmission and Distribution of Electrical Energy.
1.03 SUBMITTALS
A. Submit shop drawings and product data under the provisions of Section
01300.
B. Submit shop drawings for modular wiring system including layout of
distribution devices, branch circuit conduit and cables, circuiting
arrangement, and outlel devices.
C. Submit manufacturer's instructions.
D. Submit manufacturer's Instructions for splicing and terminating
aluminum conductors.
E, A qualified electrical or mechanical contractor is to provide system design
and shop drawings as Indicated here and on the electrical and architectural
drawings. Any changes In system must have prior approval of the
architect.
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A. Provide protection for exposed cables where subject to damage.
B. Support cables above accessible ceilings; do not rest on ceiling tiles. Use
spring metal clips or plastic cable ties to support cables from structure.
Include bridle rings or drive rings.
C. Use suitable cable fittings and connectors.
3.04 WIRING CONNECTIONS AND TERMINATIONS
A. Splice only in accessible junction boxes.
B. Use solderless pressure connectors with insulating covers for copper
wire splices and taps, 8 AWG and smaller. For 10 AWG and smaller, use
insulated spring wire connectors with plastic caps.
C. Use split bolt connectors for copper wire splices and taps, 6 AWG and
larger. Tape un insulated conductors and connectors with electrical tape to
150 percent of the insulation value of conductor.
D. Thoroughly clean wires before installing lugs and connectors.
E. Make splices, taps and terminations to carry full ampacity of conductors
without perceptible temperature rise.
F. Terminate spare conductors with electrical tape.
3.05 FIELD QUALITY CONTROL
A. Inspect wire and cable for physical damage and proper connection.
B. Torque test conductor connections and terminations to manufacturer's
recommended values.
C. Perform continuity test on all power and equipment branch circuit
conductors. Verily proper phasing connecllons.
3.07 WIRE AND CABLE INSTALLATION SCHEDULE
A. Refer to electrical and architectural drawings for schedule. Refer to
Section 16120.1.03.E for submittal requirements for the electrical
system.
END OF SECTIO'J
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SECTIO": 16141
WIRII~G DEVICES
PART 1 GENERA~
1.01 SECTION INCLUDES
A. Wall switches.
B. Wall dimmers.
C. Receptacles.
D. Device plates and decorative bot. covers.
E. Floor box service fillings.
F. Poke-through service fittings.
1.02 RELATED SECTIONS
A. Check contract documents.
1.03 REFERENCES
A. NEMA WD 1 - General Purpose Wiring Devices.
B. NEt.1A WD 6 . Wiring Devico Configurations.
1.04 SUBMIIT ALS
A. Sub mil under provisions 01 Section 01300.
B. Producl Pata: PlOv/Cle manulaclurer's catalog Inlormation showing
dimensions, colors, lInd confiOlllflllons.
C. Manulacturer's Instructions:
1. Indicate application conclilions and limilations 01 use stipulated by
product testing agency speclfiorl under regulatory requiremonts.
2. Include instructions tor sloraoe, handling, protection, oxaminatlon,
proparation, oporation und installalion of product.
P. A qualiliod olectrical or mechanical conlraclor Is to provide systom des10n and
shop drawings as inc1icalocl horo anti on tho electrical and archileclural
drillvinos. Any Changes in Si'stolTl must have prior approval 01 the architect.
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1.05 OUALlFICA TIONS
A. Manufacturer: Company specializing in manufacturing products specified
In this Section with minimum three years experience.
1.06 REGULATORY REQUIREMENTS
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories,
Inc. as suitable for purpose specified and shown.
PART 2 PRODUCTS
2.01 WALL SWITCHES
A. Manufacturers:
1. Leviton
2. Substitutions: Under provisions of Section 01600.
B. Description: NEMA WD 1, AC only general.use snap switch.
C. Device Body: Ivory plastic with toggle handle.
D. Voltage Rating: 120 volts, AC.
E. Current Rating: 20 amperes.
F. Ratings: Match branch circuit and load characteristics.
2.02 WALL DIMMERS
A. Manufacturers:
1. Leviton
2. Substitutions: Under provisions of Section 01600.
B. Description: NEMA WD 1, Type lsemiconductor dimmer for
Incandescent lamps.
C. Device Body: Ivory plastic with rotary knob or equivalent as approved by
owner.
D. Voltage: 120 volts.
E. Power Rating: 1000 Walts.
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A. Manufacturers:
1. Leviton
2. Substitutions: Under provisions of Section 01600.
B. Description: NEMA WD 1; general.duty general.use receptacte.
C. Device Body: Ivory plastic.
D. Configuration: NEMA WD 6; type as specified and indicated.
E. Convenience Receptacle: Type 5-15.
F. GFCI Receptacle: Convenience receptacle with integral ground fault circuit
interrupter to meet regulatory requirements.
2.04 WALL PLATES
A. Decorative Cover Piate: Color by owner, smooth plastic.
1. Leviton
2. Substitutions: Under provisions of Section 01600.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify conditions under provisions of Section 01039.
B. Verify outlet boxes are installed at proper height.
C. Verify wall openings are neatly cut and will be completely covered by wall
plates.
D. Verify floor boxes are adjusted properly.
E. Verify branch circuit wiring installation is completed, tested, and ready
for connection to wiring devices.
F. Verify openings in llccess floor llre in proper locations.
3.02 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean debris from outlet boxes.
3.03 INSTALLATION
A. Install products In accordance with manufacturer's instructions.
B. Install devices plumb and level.
C. Install switches wllh OFF position down.
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D. Install wall dimmers to achieve full rating specified and indicated alter
derating for ganging as instructed by manufacturer.
E. Do not share neutral conductor on load side of dimmers.
F. Install receptacles with grounding pole on bottom.
G. Connect wiring device grounding terminal to outlet box with bonding
jumper.
H. Install decorative plates on switch, receptacle, and blank outlets in
finished areas.
I. Connect wiring devices by wrapping conductor around screw terminal.
J. Use jumbo size plates for outlets installed in masonry walls.
K. Install galvanized steel plates on outlet boxes and junction boxes in
unfinished areas, above accessible ceilings, and on surface mounted
outlets.
3.04 INTERFACE WITH OTHER PRODUCTS
A. Coordinate locations of outlet boxes. To obtain mounting heights see
electrical and architectural drawings.
3.05 FIELD QUAUTY CONTROL
A. Inspect each wiring device for defects.
B. Operate each wall switch with circuit energized and verify proper
operation.
C. Verify that each receptacle device Is energized.
D. Test each receptacle device for proper polarity.
E. Test each GFCI receptacle device for proper operation.
F. Verify that each telephone jack Is properly connected and circuit is
operational.
3.06 ADJUSTING
A. Adjust devices and wall plates to be flush and level.
END OF SECTION
143
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SECTION 16510
UGHTING FIXTURES AND EXIT SIGNAGE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Interior luminaires and accessories.
B. Lamps.
1.02 RELATED WORK
A. Section 16050 - Basic Materials and Methods.
1.03 REFERENCES
A. FS W-F-414 - Fixture, Lighting (Fluorescent, Alternating- Current,
Pendant Mounting.)
1.04 SUBMITTALS
A. Submit product data under provisions of Section 01300.
B. Include outline drawings. lamp and ballast data, support points, weights,
and accessory Information for each luminaire type.
C. Submit manufacturer's Installation Instructions under provisions of
Section 01300.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provision of Seclion 01600.
1.06 EXTRA STOCK
Not used
PART 2 PRODUCTS
2.01 INTERIOR LUMINAIRES AND ACCESSORIES
A. Incandescent luminaires: refer to electrical drawings for schedule and
location.
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P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Rober' G. Nesbitt, P. E.. County Engineer
March 22, 1989
Mr. Mel Mefford, Sheriff
1610 Fir Street
Port Townsend, WA 98368
Dear Mel,
Enclosed is a drawing showing a redesign of the current superior
court jury room incorporating the holding cell. As I am sure Ed
Sasser has told you, we have spent considerable time trying to
incorporate the cell into the second floor.
The drawing shows a portion of the jury room divided off, and the
holding cell occupying approx. 90 sq.ft. The area being used at
the present is approx. 110 sq. ft.
I have discussed this matter with Judge Howard (he and I developed
the idea) and it has his approval. When I had spoken before with
those affected by the placement of the holding cell, Ed Sasser had
given quite a lot of input. I tried as much as possible to
incorporate the concerns he expressed; no plan solves all of the
"problems" inherent with the cell placement.
At this point, we do not have a civil deputy office on the second
floor. I believe that placing the civil deputy on the basement
level should be looked at as temporary only. I would rather place
him on the third floor, perhaps in the old credit union office.
Currently, the Board of Equalization is using that office;
eventually (I believe) they will be moved to the basement meeting
room.
Could you please look over the plan and contact me regarding your
opinions, suggestions, etc.? I really value your input, and I feel
that we are getting close to a decision on this issue.
Thanks for your time. I hope this letter finds you well.
Sincerely,
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Property Hanager
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MEMO
TO:
Carter Breskin, Facilities Manager
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Me1 Mefford, Sherif,f~___CL_
Holding Area in Courthouse
FROM:
RE:
DATE:
May 17, 1989
In my opinion there probably will never be a suitable location
in the present courthouse to confine prisoners awaiting their day
in court. Although any place is better than none as we continue
to develop a holding area.
As to the present plan, we need to address the wall material
that would be used to construct the outer wall within the area as
shown in the drawing. Good sound proofing is needed because of
the room's location in proximity to the jury and because some of
the prisoners are extremely boisterous, vulgar and rude.
The holding area will require a metal door with a narrow
viewing window made of bullet proof glass for viewing and a more
than adequate locking device, secure metal benches and security
lighting, as well as eye bolts in the floor or wall to chain
aggressive prisoners for security and safety of others.
Unfortunately the plan as presented certainly makes it
difficult for the Sheriff's Office to provide security in the
holding area. We will probably need to provide another corrections
officer to observe the holding area, where before it would have
been combined with the civil deputy's office, and he/she could then
have done the office work and also watch over the holding area.
We have a no win situation, but ideally we should bond the
county for $15-20 million and build a new criminal justice center
next to the present jail and move Superior and District Court, the
Judges and Superior Court Clerk and District Court Clerk into the
new facility. But looking further 1nto the futllre, would see
building a new City-County complex in Port Townsend and
incorpornting the jn.ll .Into th,i<~ City-County blli leling.
Before we get too involved with the holrjjng nrea, let'r3 s.it
down and have sOlne vf!rbal djscllssion before it js draWI1 IIp.
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THE SUPERIOR COURT OF THE STATE OF WASHINGTON
COUNTY OF JEFFERSON
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PORT TOWNSEND. WA 98368
(206) 385-1 574
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THE SUPERIOR COURT OF THE STATE OF WASHINGTON
COUNTY OF JEFFERSON
m~L~~~TI~o~t,~gdxu1~E
PORT TOWNSEND. WA98368
12(6)385-1574
May 10, 1989
TO: Bar Members
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RE:
Holding Area For Those In Custody
If you have not yet provided your observations about the
proposed holding area for those in custody, please think
about the proposal and let us know of problems you see,
better alternatives, or questions you may have.
Attached is the proposal.
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THE SUPERIOR COURT OFTHE STATE OF WASHINGTON
COUNTY OF JEFFERSON
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(2061385-1574
MEMO
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Members of the Jefferson County
William E. Howard~~
Thomas J. Majhan cr ~
April 5. 1989
Bar
FROM:
DATE:
RE: Holding Area
There has been quite a bit of discussion on where
to locate a holding area for those in custody. The holding
area would serve both superior and District Courts.
Attached is the proposal which I feel represents
the best solution. Please provide your observations.
questions. comments.
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THE SUPERIOR COURT OFTHE STATE OF WASHINGTON
COUNTY OF JEFFERSON
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PORTTOWN$END, WA 98368
(206)385--1574
May 10, 1989
TO: Bar Members
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RE: Holding Area For Those In Custody
If you have not yet provided your observations about the
proposed holding area for those in custody, please think
about the proposal and let us know of problems you see,
better alternatives, or questions you may have.
Attached is the proposal.
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THE SUPERIOR COURT OF THE STATE OF WASHINGTON
COUNTY OF JEFFERSON
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PORT TOWNSEND. WA98368
(206)385-1574
May 10, 1989
TO: Bar Members
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FROM: WEH
RE: Holding Area For Those In Custody
If you have not yet provided your observations about the
proposed hOlding area for those in custody, please think
about the proposal and let us know of problems you see,
better alternatives, or questions you may have.
Attached is the proposal.
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THE SUPERIOR COURT OF THE STATE OF WASHINGTON
COUNTY OF JEFFERSON
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PORT TOWNSEND. WA 98368
(2061385-1 S74
MEMO
TO:
FROM:
Members of the Jefferson County
William E. Howard~~~
Thomas J. Majhan c( ~
April 5, 1989
Bar
DATE:
RE: Holding Area
There has been quite a bit of discussion on where
to locate a hOlding area for those in custody. The holding
area would serve both Superior and District Courts.
Attached is
the best solution.
questions, comments.
the proposal which I
Please provide your
feel represents
observations,
7/6/1,/
TO: WEll
FROM: LMS
RE: Comments on the holding pattern...
thoughts of n reltlted nature but from a mind prevtol1s1y uninvolved in the
holding pattern discussions...
1) I presume the door to the holding cell actually (yellow Ill) is used to
define the holding cell and not doors #2.
2) I would be curious about the proxImity of the Jury room to the holding eel 1
,land the possible interchanges between defendant llnd Jury_
3) If n jury is in session, the nccess to the courtroom then w.f] 1 he nut door
#2 by the elevator ~lnd tllrougll the Ilnllwny to tile COllrtroorn.
4) Unless a door is mnde directly into the courtroom through 1/3.
5) TIle nC01Istics in tIle Jllry room, as cvlclcl1ccd (lllr111~ .11lvenile eOtlrt, nrc poor.
W:Lll those be improved somehow or will it be pORRihlc for noi9("'8 nnd discussions
to be filtered between the 2 rooms?
6) This locnt:lon continuos the necCRRity of using the clcvntor or the stnirwllY for
prisoners be get to nnd from court. Vl"ry puhlic HccesscR, hath.
7) Is this plnn "recludIng the development of a holdIng cel I in the Inwer level
as I hnd henrd earlIer?
8) In general nntl conclusion, my concerns revolve nrotlnd the Inc/lt:f.on llA pertains
to the in tcrnct 1.ons between Jurors nnd clef ("'nclnnt A, nocl b(... tween de fcndnntR nnd
the publJ,c. I h ~ 1
9) That's enoup,h contemplation or tlleso JAAUPA ror mo todl\y...LMS ,~lY;:.J
APR- - 6 1989
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DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. 80x 1220
Port Townsend. WA 98368
(206) 385.9t60
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
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P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E.. Director
Rober' G. Nesbitt, P.E,. County Engineer
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Gifford McVey Architects
1932 First Ave. #910
Seattle. WA 98101
r.orter Br/i?skin
J",rf",,6ulI Cvvllly D"I-'UI"",,,,,I or Public Works
1820 Jefferson street
Port Townsend. WA 98368
January 31. 1989
Dear Corter:
Please sign this letter and return via FAA to ocknowiedge approval to proceed with
schematic drowings for the Jefferson County Courthouse Renovation Phase Three. Phase
Three schematics includo schomatio design and drowlngs related to the following:
. design of district court. including design and location of;
judge's box. jury box. ballff and recorder area. lowyofs bonchcs. offices for jury.
judge, prObation. district court clerk. general pUbliC seatinr;l
. ""'Sign vf I-'",onl:lr holding area and deputy area
. design of men's and women's rest rooms
Schemotlc design ore drawings needed to proceed to the design development ond
production stoges of project and are billed at a rate of forty five dollars per hour, Our
estimate for this Phose of thA project is sixteen hundred dollars
Sincerely.
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Gifford McVe~ects
Approvod: '17t.-Ut.-rtZr /'?''T.}-<?#.-,:''-
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(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
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DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E.. Director
Rober' G. Nesbitt, P.E., County Engineer
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1820 Jellerson Street
P.O. Box 1220
PorI Townsend, WA 98368
(206) 385.9160
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1820 Jefferson Slreel
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
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JEFFERSO-N COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. P.E., Director
Robert G. NeSbitt, P.E., County Engineer
TO: Board of county Commissioners
FROM: Carter Breskin, Property Manager
SUBJECT: Second Floor Courthouse Improvements
DATE:
March 2, 1989
We are proceeding with the renovation plans for the district
courtroom and restrooms on the second floor. Also a part of this
phase of the renovation is consideration for the placement of the
holding cell. I have had two meetings regarding the holding cell:
one in January and one in February. In January, I met with Bill
,Howard, superior Court Judge ,Marianne Walters Superior Court Clerk
and Jesse Mincks, District Court Probation Director. At this
meeting, we discussed the alternative sitings for the holding cell.
At this meeting, we determined that in all likelihood the most
feasible was the location behind the elevator. In February, I met
with Tom Majhan, District Court Judge, Linda Rains, District Court
Clerk, Ed Sasser, Sheriff's Department, John Raymond, Prosecutor,
and Marianne Walters, Superior Court Clerk. Bill Howard, Superior
Court Judge, was able to be present for only a few minutes.
The main considerations when determining the location of the
holding cell are:
1. Safety to pUblic and employees.
2. Service to the pUblic.
A review of the alternative follows:
Alterna~ive #1: This alternative provides for installing a holding
cell behind the elevator on the second floor by removing the
existir.g wall adjoining the jury room, and repositioning in a
straight line, creating a deputy's office with new door opening out
into the second floor hall. The impacts for district court
administrative offices are a reduction of 102 sq.ft. to 384 sq. ft.
in the main office, and increase of 308 sq.ft. (currently Public
Works Director's office), and 98 sq.ft. vault space. This does not
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include the courtroom, jury room or jUdge's chambers. Their net
gain in sq. footage would be 406, to a total of about 790 sq.ft.
in administrative offices. The resultant reconfiguration of space
in the main office is awkward, and would necessitate moving the
probation officer and clerk to the Public Works Director's office,
but it has been indicated that the clerk requires a more private
space. However, concern has been voiced by the clerk that moving
her away from her subordinates would compromise her effectiveness
as a supervisor. The district court jUdge has expressed concern
that the reduction in front office space would be unworkable for
the public.
Although the proposed holding cell is close to the elevator so that
unloading of prisoners and placing them in the cell would have
minimal contact with the public in the hall, they still would have
to be walked across the hall to the superior courtroom. An
advantage would be the incorporation of the civil deputy into the
new room.
Disadvantages
1. Reduction in size of main administrative office.
2.
Removal of supervisor to new location.
3.
Reduction in public access space.
4. Walking of prisoners across hall.
5. Possibly too small space for civil deputy.
6. Necessity of two officers: one to monitor prisoners in holding
cell and one to escort prisoner to superior courtroom.
7. Small size of holding cell.
Advantages:
1. Ability to open stairwell for safety (primarily fire) reasons.
2. Provides for civil deputy on second floor; presence of a
uniformed officer.
3. Having holding cellon second floor,convenient, quick access
to courtroom.
Alternative #2: This alternate consists of placing the holding cell
in was previously the PUD manager's office, and a monitoring
office/civil deputy office in what is currently the Board of
Equalization administrative office.
Disadvantages
1. Steep, narrow stairs;no handicapped accessibility.
2. Movement of prisoners would still require passage through
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elevator to superior court.
Advantages
1. Proposed holding cell would require minimum work to make
acceptable for holding prisoners.
Alternative #3: This alternative consists of placing the holding
cell and deputy in the space currently used by the planning
department for storage and copy machine.
Disadvantages
1. Extensive work to reconfigure room.
2. Movement of prisoners would still require passage through
elevator to superior court.
Alternative #4: This alternative consists of having the holding
cell in it's present location, i.e. in the stairwell space between
Superior Courtroom and Superior Court administrative offices.
Disadvantages
1. Movement of prisoners would still require passage through
elevator to superior court.
2. Movement of prisoners through superior court administrative
offices.
3. Inability to open stairwell from third floor to basement level
for safety (primarily fire).
Advantages
1. Close proximity to courtroom.
This alternative would require some remodeling if the site was to
be considered permanent. Ed Sasser suggested opening the passage
through to the first and basement floors, and having the doors
lockable when prisoners were present. This, also, could present
problems in terms of safety, if, for example, the doors were
inadvertently left locked after prisoners were returned to the
jail.
other Alternatives: Other alternatives considered were conversion
of the second floor bathrooms to a holding cell, which was
considered an extremely poor alternative, as the second floor would
no longer have public restrooms available, and it is a high traffic
area.
At this point, facilities is continuing with the restroom and
district courtroom renovation.
There is considerable question by district court that the
incorporation of a holding colI into their administrative office
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would allow them the room they feel is required. The opinion of
facilities is that the reduced room space could, with some creative
planning be made to function. Ed Sasser of the Sheriff's office
believes the space allotted to the deputy monitor/civil deputy is
far too small to allow the civil deputy adequate working space.
The District Court judge, at the end of our last meeting, stated
that the incorporation of the holding cell/deputy area could only
work if a new door was made for access into the room, as apparently
there are laws preventing sheriff and court offices from having
combined spaces.
Please review these alternatives and discuss with me.
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DISTRICT COURTROOM RENOVATION
Currently, district court occupies 484 sq.ft. as its main
administrative office, and 62 sq.ft. in the probation director's
office, for a total of 546 sq.ft. In the previous facilities
management plan (circa 1984-5?) their expressed need was for 2000
sq.ft., including a district courtroom.
The current plan is to provide the vacated pUblic works office as
a district courtroom. The entire pUblic works space is 1677 sq.ft.,
broken down as follows:
courtroom
jUdge's chambers
jury room
Vault
adm. offices
director's
972 sq.ft.
73 sq. ft.
225 sq.ft. (currently design room)
98 sq.ft.
308 sq.ft. (currently
office)
This Plan provides for building a hOlding cell of 96 sq. ft., behind
the elevator shaft, reducing the sUperior COurt jury room from 320
sq.ft to 300 sq.ft., still acceptable as a 12 person jury room, as
verified by JUdge William Howard and Court Clerk Marianne Walters.
The hOlding cell, monitoring deputy and civil deputy would be
incorpOrated into the current district court administrative
offices, and would reduce their space by approXimately 164 sq.ft.
to 382 sq.ft.(includes the probation director's space, which will
be a Portion of the hOlding cell).
The district court administrative office would gain 308 sq.ft., in
addition to which they would gain private office space for the
COurt clerk and probation director, and a 98 sq.ft. vault space for
storage, or a net gain of 406 sq.ft. for a total of 790 sq.ft. for
administrative offices. The 308 sq.ft. pUblic Works director's
office can easily house two people such as court clerk and
probation officer, and prOvide additional storage for the office.
With five staff (the probation director is par.t: time), this equates
to 158 sq. ft. per person (currently thore aro 106 sq. ft. per
person) .
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added to the 384
total of 2061
District court will gain 1677 sq.ft., which,
sq.ft. it will retain, will provide a
sq.ft.,exceeding their request of 2000 sq.ft.
The 225 sq.ft. jury room will easily contain the six person jury,
with additional space for storage and/or bookshelving.
The plan also provides for the district court judge to have private
chambers with immediate access to the bench.
The distinct advantages of the plan are provision of:
1. Holding cell in close proximity to superior and District
Courts.
2. Incorporation of civil deputy on second floor, providing
a uniformed officer for greater security.
3. Placement of civil deputy on second floor gives logical
access by public, and more effective consolidation of
jUdicial/legal/law enforcement services.
Several alternatives were considered, and this selection proves to
be entirely workable, and provide services to the public in the
most effective manner. Superior Court and District Court support
this arrangement.
2.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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t820 Jefferson Street
P.O. 80x t220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
February 6, 1989
Mr. Thomas Majhan. District Court Judge
914 Washington St.
Port Townsend, WA 98368
Dear Tom.
Enclosed you will find a synopsis of the district courtroom/holding
cell phase III plan. I am working on a very tight schedule on
these plans, and the preschematic design must be completed by
February 14.
Jesse Mincks. Bill Howard, Marianne Walters and I met last Tuesday
to discuss the alternatives for incorporating the holding cell into
the courthouse. The architect had several alternatives and we
selected the most feasible and reasonable alternative, which will
be to incorporate the bolding cell into Jesse's current office
(extending the office into the superior court jury room somewhat),
and incorporating the civil deputy and monitoring deputy into the
current district court administrative offices. I have estimated
that the incorporation of these functions will reduce the main
office by 40%. I believe that in reality the impact may be less.
The synopsis explains how the total space plan will work to relieve
the district court administrative offices and provide for a more
private office for the court clerk and probation director. I am
proceeding with the renovation plan, as I said earlier. Please
contact me if you have concerns that you wish addressed.
I am looking forward to seeing this project actualized; our goal is
to have construction begin when Public Works vacates their space.
Sia;
M. Carter Breskin
Property Manager
Encl.
ERR 02.30
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
DISTRICT COURTROOM RENOVATION
Currently, district court occupies 468 sq. ft. os its main
administrative office, and 62 sq.ft. in the probation director's
office, for a total of 530 sq. ft. In the previous facilities
management plan (circa 1984-5?) their expressed need was for 2000
sq.ft., including a district courtroom.
The current plan is to provide the vacated public works office as
a district courtroom. The entire public works space is 1650 sq. ft. ,
broken down as follows:
courtroom
jUdge's chambers
jury room
vault
adm. offices
972 sq.ft.
73 sq. ft.
225 sq.ft. (currently design room)
98 sq.ft.
308 sq.ft. (currently director's
office)
This plan provides for building a holding cell of 110 sq. ft. ,
behind the elevator shaft, reducing the superior court jury room
from 320 sq.ft to 300 sq.ft., still acceptable as a 12 person jury
room, as verified by JUdge William Howard and Court Clerk Marianne
Walters.
The holding cell, monitoring deputy and civil deputy would be
incorporated into the current district court adminis~rative ,
Offices, and would reduce their space by approximotely ~O~.~(o ~333~
sq.ft. (this figure includes the probation director's space, which
will be a portion of the holding cell).
The district court administrative office would gain 308 sq.ft., in
addition to which they would gain private office spoce for the
court clerk and probation director, and a 98 sq.ft. vault lpace for
storage, or a net goin of 406 sq. ft. for a total of 7~^bq.ft. for
administrative offices. The 308 sq.ft. public works director's
office can eosily house two people such as court clerk and
probation officer, and provide additional storage for the office.
With five staff (the probation director is part time), this equates
to 145 sq.ft. per person (currently there are 106 sq.ft. per
1.
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person) .
District court will gain 1677 sq.ft.,
sq.ft. it will retain, will provide
approaches its request of 2000 sq.ft.
which,
a total
added to the 318
of 1995 sq. ft. ,
The 225 sq. ft. jury room will easily contain the six person jury,
with additionol space for storage and/or bookshelving.
The plan also provides for the district court judge to have private
chambers with immediate access to the bench.
The distinct advantages of the plan are provision of:
1. Holding cell in close proximity to Superior and District
Courts.
2. Incorporation of civil deputy on second floor, providing
a uniformed officer for greater security.
3. Placement of civil deputy on second floor gives logical
access by public, and more effective consolidation of
judicial/legal/law enforcement services.
Several alternatives were considered, and this selection proves to
be entirely workable, and provide services to the public in the
most effective manner. Superior Court and District Court support
this arrangement.
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JEFFERSON COUNTY DISTRICT COURT
STATE OF WASHINGTON
Po. BOX 1220.
Co.URTHo.USE. PORT TOWNSEND. WASHINGTON 9B368
TELEPHo.NE: 385-9135
THOMAS J, MAJHAN, JUDGE
,Je~ferson Cou~~y ~e~~, n~ ?uh_il: W'J~~S
C()'L.r ::~"10U:3('::
Pt, Townse~d, Wa, qS36H
A 1:t:ent .ion:
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FEB 24 1989
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jus~ice in Je~ferson County. Secondly, ~he existi~g e~~rance to ~he
district court office is a:ready too s~all to acco~~oda~e ~he pl~b:~c.
On heavy business days. people bac~ ~p i~to toe h~:: way and have to
shift places to get in and out of the o~~ice. ~~A c~v~: deputy WOll:d
generate additiona: traf~ic to fu=tner complicate the situat~o~.
~he locat~on of the propos en nD~alng ce~: lS unsa11s:acto~y. ~'~~st,
that location creates a se:,ious secl.:r.l"CY proo:'err.. ?rcse::.t'::"y, t::.e
prJ.soners a!'e take:n o:::f tne elevato:- a:;.d ~a:r.?lc.f":>d ti:.!"or:.g:n t:~e ?...~:::>";'ic
'to the holding eel.:'. They the:"l can go to ar.c. ~ro::: ::~e cO-':!'t::":"oo:::
without access to the pubic. When they leave t~e co~ythouse tney a~e
again paraded through the p~b:ic betwee~ ~he ho:~~ng ce:: a~~ the
eleva~or. If t~e ~oldi!lg were moved beh:~d ~~e eievaro~ the pr~so~e~s
wot:.ld be paraci.eci t:h=ot:.~h ~!":e :;J....lO:1C 'to get 70 ~:':.e ~;,O:c..:':1g ce::,
paraded through ~he pubiic ro ger ~n r~e COll~t~oom, pa~aded ~~rough
the public ~o return to the hO':C.l~g ce':": a!l.c. paradee t:h~ot:g:'1 t~e
public to ~eturn ~o the e:eva~o~. 2ach t~mp a pr;so:ler ~s paraded
t!"1.rough the puo.l.1.C secur:-::y r'lsi..:.s are c~eated :::'or the g~.:..a:"c.s. 3y
locating the ho~ding cell beh~nd t!"l~ elpvaTo= you are dOUD:~~g t~e
risks ~o the guards.
One of the main complaints the sllperior court clerk wit}l the present
location of the holding cell relates to the relnarKs and comnents
made by the prisoners to the clerkfi. 'fhis is a problem to the
superior cour~ clerK even tnougn there is l~rge space between the
court clerks and the rDutE~ of tbf! prisonf:."rs 'to the holding ce:.l.
To parade the prisoners directly through tne district court office
into the proposed holding cell could be unbl~arable :or the c':l:~rks.
There is one window in Mr. Minck's officl~. A proposed nl}ldlng
cell includes two windows. That means that tht~ size of the s11perjo~
court jury room will be reduced. You may reca:i that at O;le time
Mr. Minck's officv did, in fact, have two windows. 7tIe suu~r~or
court received so many comp~aints traIn Juro~s cOllcerning the
closeness of the jl1ry ronln ttlat t~le s1Zt~ of Mr. MirIck's offjce was
reduced.
In short, 1 sugg{~st tha1 both tile tlolriing cell an(j th~ civil depllty
be located e~s0where Ull1ess YOll lJ\llid a sep~rate 0tltrance tor ti,e
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(,;:, ,:STATE OF WASHINGTON
";COUNTY OF JEFFERSON
, In the matter of:
Notice of Haarlng on Application
for, Franchise - Cotlon Construc-
tion
RESOLUTION NO. 19-91
NOTICE IS HEREBY GIVEN that
Colton Construction. Inc., Dematrius
Katslkapes. President, has filed an
application wnh tha board of County
Commissionars of Jefferson County,
Washington, for a franchise to con-
struct, operate, and maintain sewer
systems authorized under Title 56
RCW. Including those common under
Tnle 56 ,and 57 per 56.20.015. con-
sisting of instaliatlon and service con.
nectlons upon, under, over, across
and along the rights of way of the
county road3 of Jefferson County,
Washington, more particularly de-
scribed as foliows:
Those county roads lying East of
the Olympic National park. and outside
the limits ollhe City of Port Townsend.
The Franchise Application is for a
period of twenty-live (25) years.
The Board of County Commission-
ers of Jellerson County, State of
Washington, has fixed Monday, the
1 ~~to"~.~. ~~~c~ ~;lh: 6~rc~~~~~~
County Commissioners, JefferSOll
County Courthouse, Port Townsend;
Washington, as the time and place for
the hearing on sold application. Such,
hearing maybo adjourned from tlmoto
time by order of the Boor<;l. Aftor such
hoarlng the Boord will take such action
wnh rofeioncetothe application astho
Boord shall <;loem appropriate for the
,public Intorost. , ,," _ ..
'DATED THIS 4TH OAY,OF
MARCH. 1991
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
l.arry W. Donnlson, Chairman
B.G, R,rown, Mombor
Richard E:.Wojt, Mombor
SEAL:
ATTEST:
Lorna L. Dolanoy Clork of tho Board
5153-27
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^ffidavit of publication
STATE OF \\'ASlIINCiTO:'-ll
ss
COUNTY OF JEFFE\{SON)
FKt\NK W. GAKRED. bcin~~W\lrll. S;I}''' he is tlll.' puhli<;hcr
llf lhl.: Purl Tllwnst."nd Jcffcr<;on CnUIII)' l...c;!lkr, :1 wcr.:kly
Ill.'WSp;llx'r whidl has IXOl.'1l cSlahlishcd. puhlislll'd in tilt."
En~lish languar.c and cin':llblCd 'Onlltl\l~lusly a~ a ....cckly
nCWspilJX'r in UIl.' town of PllrlToWl~sl'n{~ III s;l1d ({lllTllY and
St;IIe.', and fOf ":e.'twfal circulatHl1l !n sa1\.1 l,;nunty h1f n\nTe.'
than si, ((,) months pfil1f to th~ d.,t~ of \h~ fiTS\ puhlic;lllOn
oflh~ Not ice he.'H.'{l.l aUach~'d, and that th~ said I'l,rt'I\,wnsL'ntl
Jdkfson County L.eadl'f W;L" on th~ :!7\h J:lY of June.' 1l),\ 1
appruve.'d as a kgalllL'wspapl'f by th~ SUpl'fHlf ('nun of ..ai,1
Jcfkfson CnulIt)' am! that ,milL""'! IS ;t true copy nf dw
Resolution #19-91
Notice of Hearing on
Application for Franchise
Cotton Construction
as il a1'P,'an'd in the rl'~ulaf antll'lllitc.' iSSUl' of saill pa1'l'f
itself not in " supp!ell\l'nt Ihncof fl1f a pL'riml of
two nHlSl'C\lli\'l' Wl'l'ks, hl'~inllin~ nn tIll' ____2.0.th
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2]~]L <illY "r ________ _MQJ:.ch___. l'l.9_L_. 1111<\
Ihal said Ill'WSpa1'l'f was fq~ularly distribull'd In its suhsnib"
l'fS dllfin~ nil of lhis 1'll'find, That till.' full amollnl of
$2-~_!.'-!Q-'m-----'-- has h"L'lIpah\ in full, allhl' f"l~of$(1.60
pCf '"Ohlllln inch for t'1Il'~~""i7,. II;"",', .7,'" )"..~ /
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April 1, 1991
Mr. Demetrius Katsikapes
Cotton Construction, Inc.
101 Garden Court Road
Port Hadlock, WA 98339
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 JeUerson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Oi/ectal
Robert G. Nesbirt, P.E., County Engineer
Dear Mr. Katsikapes:
Enclosed please find the letters which our office received In response to your seYler franchise application,
If you need further Information, please contact our office at 385-9160.
100% AecyC:IN1 Po1PN
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APPLICATION FOR FRANCHISE
COTTON CONSTRUCfION, APPLICANT
REQUEST:
The request is for a franchise to construct, operate, and maintain sewer systems consisting
of collection lines, plant, disposal system, with all requirements of the State of Washington
and Jefferson County to be submitted by a certified engineering firm at a later date. The
request area is all of Eastern Jefferson County excepting within the limits of the City of
Port Townsend.
The Board of County Commissioners hearing on the application was set for 10:30 a.m. April
I, 1991. Notice of the hearing was mailed to the applicant on march 11, and published in
the Leader on March 20 and 27, 1991. Notice was posted in the Jefferson County
Courthouse, U.S. Post Office in Port Townsend, and the Port Townsend City Hall.
Appropriate agencies were notified for comment.
AGENCY RESPONSES:
1. The Washington State Department of Health states that design guidelines developed
by the D.O.E. and state and local health departments require that a public entity
shall be either the primary management entity of the third party trust if management
if performed by a private entity. A centralized, public entity is viewed as being
essential for assuring ongoing operation and maintenance, as well as analyzing
collected date and reporting on it. (Letter of response in its entirety is attached.)
2. Jefferson County P.U.D. #1 opposes the granting of a blanket franchise for sewer
facilities in Eastern Jefferson County as proposed. This is based on: a} in 1979 the
voters of Jefferson County authorized P.U.D. to be a public provider of srewer -
services within the county; b} in past actions, the D.O.E. has required that P.U.D.
be on-line as a municipal backup in the event the private sector operator did not
perform properly; c} the State Dept. of Health response; d} sanitary sewer service
has been identified as an urban government service that should not occur in rural
areas. It is premature to franchise the entire eastern portion of the County; e} the
Health Board policy statement of 2/12/91, which applied to community drainfields
should apply to any granted franchise; f} lack of specific plans on the part of the
applicant; and 7} lack of a comprehensive sewer plan in the Jefferson County
Comprehensive Land Use Plan. (Letter of response in its entirety is attached.)
3. The Department of Public Works states that under the present application, it is not
possible to determine, due to absence of a comprehensive plan or concrete definition
of service areas, what the bond would be under Ordinance 2-81 (Jefferson County
Franchise Ordinance). The dep'lrtment would not recommend approval without
further information regarding these sewer plans and proposed service areas.
4. The Jefferson County Planning and Building Department does not recommend
approval of a blanket franchise for the entire county. Jefferson County may be
cutting off future revenue sources by granting blanket franchises. Applications for
franchises should be accompanied with a service area plan. (Memorandum of
response in its entirety is attached.)
5. The Jcffcrson County Prosccutor's office stutes that the Board of County
Commissioners is required to find the franchise in the puhlie intcrest. \Vith no
specific plan or site, the County would he unahle to ascertain puhlic interest and
apply thc proper conditions. The application should he denied unless suitahle
drawings and plans arc availahle.
11rllnrhil.e: Colton (~nn"'trll{.titln
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RE:.l,......! . b"-'
MAR 29 1991
JEFFERSON COUN-,
PUBLIC WORKS ,...r"
March 21, 1991
Jefferson County Commissioners
Jefferson County Courthouse
Port Townsend, WA 98368
Gentlemen,
Jim Katsikapes is scheduled to present his plans for a privately
owned and operated sewage system for Jefferson County to the Commission on
April I, 1991. While it is obvious to me that a sewa~e system is a necessary
element for quality growth in our community, I understand there has been
resistance on behalf of many residents to a municipal system, dating back
several years before we moved here.
Currently, although the PUD is the "sewer arm" in the County, and
there may be complications in granting a County-wide franchise relative to th
new Growth Management Act, is seems that a privnt.ely owned sewage system COlJ]'
exist in concert ,,'ith the PUD. In fact., cOllld a private system become a
"blocking back" in the eventlla.! rlevelopmenl. of n public/private municipal
s~"stem?
As an analogy of sorts, we at Port Harl.!ock Inn & Marina plan to tur
our large drain fie.!d over to 1.hl" PUll to opprate, Thereb~', residents of our
Blue Heron Point wi.!l then dPR.! with R govprnmpnt agency.
W0 C"nco\lrllqc your consjdernt.ion of Mr. Knt,sil<apes' proposal.
you for taking the timp to read this letter.
Sincerc-!y,
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Pr'esident
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March 29, 1991
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John E Raymond
JI:.FFI:.IL:'l)~ Cl )[~TY I'I\()SEU;TI~(; Art'l ~I\:--;EY
("}Urtholl'\t' Pfl Bpx 122l'
!"lrt JilW[l',Cflll, \'('a..,hill;.:totl 9H3t'h
"ll"lt'phnnL" (206) H,j.l}180
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TO:
Eileen simon, public Works
FROM:
Mark Huth, Deputy Prosecuting Attorney
Application for franchise by cotton Construction Co.
RE:
The process for granting utility franchises on County roads is
delineated in RCW 36.55. The Board of Commissioners is required to
find the franchise is in the public interest. RCW 36.55.050.
Franchises are limited by law to 50 years duration, shall be non-
exclusive and are to be removed at the franchisee's expense if the
county road becomes a State highway. RCW 36.55.060.
with no specific plan or site, the County would be unable to
ascertain public interest and apply the proper conditions. The
application should be denied unless suitable drawings and plans are
available.
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Public Utility District #1
Of Jefferson County
March 25, 1991
Br..J3fO 01 Co~'r~'I'SS'~~"Grs
r'j':":har(j r'.'l S~"P:T'3~'. D,s:"':;: ,
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Jen:'l L n.-;(,p, Jr D,Sl~.':: 3
Eileen Simon
Jefferson County Department of Public Works
P. O. Box 1220
Port Townsend, WA 98368
t1CJDel;~ l eaen. ~,1a~'.;;Gc'~
Re: Sewer franchise request by Cotton Construction
Gentlemen,
The following is In response to your request for testimony on the referenced topic:
1. PUD's voted authority to be the sewer utility in the County
The growth management legislation has identified sewer as an urban government
service that should be provided by a city. However, In 1979 the voters of Jefferson
County authorized the PUD to be a public provider of sewer services within the
county.
2. State Department Of Ecology past actions
In the past, when Pope and Talbot was applying for a waste discharge permit for
the Ludlow Sewer System, the State Department of Ecology required that the PUD
be "on-line" as a municipal backup (municipal over sight) in the event that the
private sector operator did not perform properly.
3. State Department of Health opinion
The letter from David Lenning of DOH explains their position regarding the general
protection of the public's health and welfare when dealing with a private purveyor
of municipal type services. In many respects, this is similar to their position with
public water systems.
4, Urban Growth Boundary conflict
The establishment of urban growth boundaries within Jefferson County wlllldentlfy
areas that are urban, areas for agriculture, areas for forestry, areas for mineral
production and rural areas. Sanitary sewer service has been Identified as on urban
government service that should not occur in rural area. Since we don't know where
the lines will be drawn, It Is premature to franchise the entire eastern portion of
the County.
2-1 Colwnll StruO! / P,O, flox 0:'0, f !:tdlock. Wd::tllllQlol1 QU:l.'lQ (;"(Hl) :m~).!.IIO()
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5. Health Board policy statement; 2-12-91
The Health Board made a policy statement that required a 3rd party to provide
operation of community drainfields so that the property owners would not have to
perform that function and avoid neighborhood disputes and to protect the level of
expectation contained In the sewer service that Is provided. A requirement for
financial viability is essential to accomplish this task. Any granted franchise
should be similarly conditioned.
6. Lack of specific plans
This proposal does not seem to be specific as to locaLlon, phasing or schedules. It
can not be understood where such projects might occur nor what County rights of
way would be affected. It is further believed that each individual sewer project
should be considered on its Individual merit, It is the firm opinion of this utility
that no carte blanche franchise should be granted to any private entity so far as
County rights of way are concerned.
7. Lack of a comprehensive sewer plan
Comprehensive plans for all utilities within the County will be required of each
utility providing service as a function of Growth Management legislation. Once
these plans are prepared, adopted and incorporated into the County's
Comprehensive Land Use Plan, then specific projects and related franchises can and
should be considered.
The provision of public water and/or sewer systems is not only an Issue of health but also
a cornerstone In the provision of affordable housing. This District endorses the
consideration of sewer system construction in appropriate areas and with appropriate
levels of technology. However, for the above stated reasons, we oppose the granting of
a blanket franchise for sewer facilities in Eastern .I efferson County as proposed by Cotton
Construction.
Sincerely,
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John L. Reep, Jr.
Board President
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DEPARTMENT OF HEALTH
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MAR 28 1991
()/,I'IIIf)ld, l \/,,~/Jt"~/fll1 (J/I,(}.1
March 22, 1991
Eileen Simon
Jefferson County Department of Public Works
P.O. Box 1220
Port Townsend, Washington 98368
JEFFEA::'U,\I CO UN
PUBlI~ WORI<~ "'.
Dear Ms. Simon:
I was recently infonned that Jefferson County will be considering a proposal for private
construction, operation, and maintenance of sewerage systems in the near future. The
Department of Health is primarily responsible for administering the State Board of Health
rules for on-site sewage systems. The provision of adequate and on-going operation and
maintenance is absolutely necessary to reduce the potential of problems with such systems.
Due to past experience with both water supplies and wastewater treatment and disposal
systems, the Department of Health recommends that an eligible public entity be responsible
for operation and maintenance of such facilities. The actual field activities may be
contracted out to private sector finns, but some centralized, public entity is viewed as being
essential for assuring on-going operation and maintenance, as weIl as analyzing coIlected
clata and reporting on it.
This position is made clear in the "Design Guidelines for Larger On-site Sewage Systems
with Design Flows of Greater than 3,500 GaIlons Per Day," This document was developed
by the Department of Ecology and state and local health departments. The guideline
requires that a public entity shaIl be either the primary management entity or the third
party trust, if management is performed by a private entity, for single family and/or multi-
family subdivisions where the lots/parcels are individuaIly owned.
If you have any questions, please contact me at (206) 753-3764 or SCAN 234.3764.
Sin~r,e ~y;, /)
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David Lenning, Manager
Wastewater Management Section
cc: Larry Fay, Jefferson Co. Health
Bob Leach, Jefferson Co. PUD
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JEFFEItSON COUNTY COUItTJlOUSE
JEFFERSON COUNTY
I)LANNING AND BUILDING DEPARTMENT
1',0. Dox 1220
Port'lbwllscml, Wa5hlnglun 08308
1'13nlllllg (200) 380.0140
Uuildlng (200) 380,0141
Oavld Goldsmith, Director
MEMORANDUM
TO:
Eileen Simon, Public Works
BU"diff!!
FROM:
David Goldsmith, Planning and
DATE:
March 25, 1991
SUBJECT: Sewer Franchise Application, Cotton Construction
I have reviewed the above referenced franchise application and
offer the following comments:
I disagree with this request, as with past similar requests, to
approve a blanket franchise for the entire county. It seems the
purpose of the franchise is to anticipate where and when certain
uses of the public right-of-way will occur. In the case of
granting a blanket franchise, the county will have to factor for
the franchise into all of its right-of-way planning regardless of
how far out in the boondocks those right-of-ways may be located.
Secondly, and most importantly, under the Growth Management Act
urban services, such as sewer, will be limited to urban growth
areas. These areas are to be initially identified in July of 1991,
and finalized when the comprehensive plan is completed in 1993.
It doesn't seen reasonable to approve a franchise for an area where
we do not want nor would approve utility extensions to occur. In
granting previous franchise applications, we have set up a similar
dynamic.
Third, the franchise has proven to be a revenue mechanism for some
juriSdictions. While I am not familiar with the laws governing
franchises and charges, it seems that we may be cutting off future
revenue sources by approving a blanket franchise.
Last, the franchise application for the whole county is speculative
in nature. will we allow this franchise to compete with the Port
Ludlow utility franchise for the same service area? It continues
to be my opinion that applications for a franchise should be
accompanied with a service area plan. The plan would show areas
of anticipated service, major line routes, etc. Approval of the
plan would also include approval of the franchise for that service
area, much like the service areas set up in the CWSP.
I am sure we can devise some sort of agreement with the proponent
of this application to accommodate his needs as an interim measure,
should that be necessary.
Thank you for consideration of these comments in your review of
this proposal.
cc: Board of Commissioners
Mark Huth, Deputy Prosecuting Attorney
craig Ward, Senior Planner
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APPLICATION FOR FRANCHISE
TO: THE BOARD OF COUNTY COMMISSIONERS
OF JEFFERSON COUNTY, WASHINGTON
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BY:
FOR:
COTTON CONSTRUCTION, INC.
SEWER FRANCHISE
Application to the County Commissioners of Jefferson County,
Washington, for a franchise to construct, operate, and maintain
SEWER SYSTEM consisting of
CXJLLEcrION LINES, PLANT , DISPOSAL SYSTEM. WITH AT r. SI7.F'S TVPPS OR rtT'Hpp
REQUIREMENTS OF THE STATE OF WASHINGTON AND JEFFERSON COUNT'Y TO BE SUEMITIED
BY A CERTIFIED ENGINEERING FIRM AT A LATER DATE.
upon, under, over, across, and along the rights of way of the county
roads of Jefferson County, Washington, more particularly described as
follows, to-wit:
ALL OF E'JlSTERN JEFFERSON COUNTY EXCEPTING WITHIN THE CITY LIMITS OF PORT
TOWNSEND
None of the roadway over which this franchise is requested is
located within the limits of any incorporated city or town.
The Applicant hereby requests that the BOARD OF COUNTY
COMMISSIONERS fix a time and place for hearing this application and
cause the Auditor of said County to give public notice thereof in the
manner provided by law, and that upon such hearing the Board make
and enter a proper order granting to this Applicant, its successors and
assigns, the franchise rights herein applied for.
DATED this 24 dayof ,J^N1J^RY ,199..L'
BY:
PRESIDENT
(Title)
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MEMORANDUM
TO: Gary A. Rowe
FROM: Eileen D. Simon
DATE: March 11,1991
SUBJECT: Franchise Application: Cotton Construction
Attached please find an application for sewer franchise by Cotton Construction. The
public hearing is scheduled for April 1. Please have any comments returned to me
by March 25. Thanksl
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E.. Dlfector
RObert G. NeSbitt, P.E., County Engineer
TO: Postmaster
United States Post Office
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: Cotton Construction
DATE: March 7, 1991
Please post the enclosed "Notice of Hearing on Application for Franchise" in a
conspicuous place on the main bulletin board in the Post Office and leave posted
until April I, 1991.
I, .1 K G5pP,", 50;"" ,so swear and affirm that on the 1/ day
ot:':' MA" r:u ,1991, I posted the above noted "Notice of l'ranchise
Hearing" on the ma n bulletin board in lobby of the Port Townsend Post Office.
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City of Port Townsend
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TO:
MEMORANDUM
FROM:
DATE:
Mark Huth
David Goldsmith
Eileen Simon ~"2f
SUBJECT: Franchise Application
March 11, 1991
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,Q. Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitl, P.E.. County Engineer
A hearing date of April 1 has been set to review & take testimony on the enclosed
franchise application. Please forward any comments to me by March 25.
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Jefferson County Auditor
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A Rowe. P. E.. Dlfector
Robert G. NeSbitt, P. E., County Engmeer
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: Cotton Construction
DATE: March 7, 1991
Please post the enclosed "Notice of Hearing on Application for Franchise" in a
conspicuous place on the main bulletin board in the Courthouse and leave posted
until April 1, 1991.
Gaboury
, so swear and affirm that on the 8th day
,l99l, I posted the above noted "Notice of Franchise
bulletin board in the Courthouse.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, PE. Director
Robert G, Nesbitt. PE.. County Engmeer
December 9, 1992
G.A.B" Inc.
ATTN: F. Tuso
941 Gardiner Beach Road
Gardiner, W A 98382-9999
Dear Fredrick,
In October, the Board of County Commissioners approved G.A.B.'s application for
franchise. As is stated under term 7 (page 2) of the franchise, the applicant has 30 days
in which to accept all terms and conditions of the franchise. When the 30 days has
expired, the franchise is null and void if the Acceptance of Franchise Terms and
Conditions has not been signed and returned to the County.
If this has been an oversight, please advise the Department of Public Works and a new
franchise document can be executed. If, on the other hand, G.A.B. does not wish to
finalize this action, please let me know this also.
Sincerely,
C.~,~v~
B.D. Simon
Administrative Assistant
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 JellersOn Street
Po. Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A Ro....e, P E . Director
Robert G. Nesbitt. PE County Engineer
October 7, 1992
G.A.B., Inc.
ATIN: F. Tuso
941 Gardiner Beach Road
Gardiner, WA 98382-9999
Dear Fredrick,
G.A.B.'s application for franchise was approved by the Board of County Commissioners,
with certain conditions attached. Before the Resolution granting the franchise can be
signed by the Board, the construction bond or savings account assignable to Jefferson
County in the amount of 150% of construction costs must be provided, as well as a
performance surety bond, assignable savings account, or other acceptable surety in the
amount of $25,000. No work may be performed until these conditions are met and the
enclosed Acceptance of Franchise Terms and Conditions has been signed by G.A.B.'s
authorized representative and returned to the Department of Public Works.
I am enclosing a summary report of your request and the conditions specified by various
agencies for the franchise.
Sincerely,
1)/
E.D. Simon
Administrative Assistant
Enc\.
PRANClnsp.: OA.n.. Inc.; Irrilt"Ilon G)'5tcm: Gardiner IlcDCh Rd.
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of
x
RESOLUTION NO. 90-92
Granting a Non-Exclusive Franchise x
On County Road Rights of Way to x
G.A.B., Inc. x
WHEREAS, an Application for non-exclusive Franchise has been submitted by
G.A.B., Inc., a true copy of which is attached hereto, for the purposes set out in the said
application, and
WHEREAS, hearing on the said application was held before the Board of County
Commissioners of Jefferson County, Washington, on January 27, 1992, at the hour of 10:45
a.m., pursuant to the provisions of RCW 36.55, after notice given as required by law, and
was continued to August 10, 1992, at 10:30 a.m., and
WHEREAS, it appears to be in the public interest to grant the said non-exclusive
franchise request, based on the following findings of fact and conclusions:
The application was made by G.A.B., Inc., in accordance with the Jefferson
County Franchise Ordinance 2-81;
The proposal is not in conflict with the Gardiner Community Plan;
The proposal is not in conflict with the Jefferson County Comprehensive Plan;
Installation and maintenance of a properly functioning irrigation system which
will provide water for experimental agricultural purposes is in the interest of
the public health and safety, as indicated by Dept. of Ecology issuance of a
temporary permit;
Provision will be made through a bonded insurance company to insure
maintenance and repair of the county road system as it relates to construction
and operation of the irrigation system;
The proposal is reflected in the application filed by G.A.B., Inc., on December
19, 1991, which is incorporated by reference herein.
NOW THEREFORE IT IS HEREBY RESOLVED that a non-exclusive franchise
be and it is hereby granted to the applicant named above (GRANTEE) for a period of
twenty-five (25) years from the date of this Resolution, to construct, operate and maintain
a gravity-feed agricultural irrigation water line, authorized under Title 56 RCW, including
those common under Title 56 and 57 per 56.20.015, consisting of installation and service
connections upon, under, over, across and along the rights of way of the county roads of
Jefferson County, Washington, more particularly described as follows:
Gardiner Beach Road, County Road No. 502009, extending approximately 0.40 miles
westerly of Rondelay Road, County Road No.501709.
This non-exclusive franchise is granted upon the following express terms and
conditions:
(1) The said GRANTEE, its successors and assigns, shall have the right to enter
only upon the above-described rights of way for the purpose of constructing its
facilities and for operating, maintaining, repairing and using those facilities.
(2) The terms and conditions of Jefferson County Ordinance No. 2-81, an ordinance
prescribing terms and conditions for franchise agreements granted by Jefferson
PRANCIIISB: a.A.n" Inc.; irrigalion ')'5tcm; Gordiner Heach Rd,
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County, are incorporated herein by reference and made a part of this Resolution.
The GRANTEE, for itself, its successors and/or assigns, expressly agrees that it will
strictly comply with the requirements of the said ordinance and any amendments
thereto. The GRANTEE understands and acknowledges that the ordinance requires
it to obtain a permit from the County Engineer before doing work under this non-
exclusive franchise and performing other actions relating to the franchised matter.
(3) The GRANTEE shall submit a facility plan to the County Planning Department
for review of all new proposed facilities exclusive of all service connections and
appurtenances. Construction permits will be granted upon the determination that
the facility plan complies with the county comprehensive plan.
(4) The franchise is granted solely for the purpose of supplying water for agricultural
use. A public water system exists in the area and there is no need for additional
domestic water supply. Any use inconsistent with the agricultural purposes stated
by the GRANTEE shall cause immediate revocation of this franchise. GRANTEE
shall thereupon remove all apparatus and facilities from the right of way.
(5) The GRANTEE shall commence construction work under this non-exclusive
franchise only after the effective date hereof, and after first submitting a construction
bond as approved by the County Engineer, and securing necessary approvals and
permits from the County Planning Department and the Department of Public Works.
(6) The GRANTEE shall contact all others holding franchises in the vicinity to
inform them of any work which GRANTEE intends to perform in previously
franchised areas.
(7) The full acceptance of this non-exclusive franchise and all its terms and
conditions within thirty (30) days from this date, by the GRANTEE, in writing, is to
be filed with the Clerk of the Board of County Commissioners of Jefferson County
and shall be a condition precedent to its taking effect, and unless the non-exclusive
franchise is accepted within such time, this grant shall be null and void.
(8) GRANTEE agrees by acceptance of this franchise to assume sole responsibility
for damages or claims of any kind arising from work performed pursuant hereto.
GRANTEE further agrees to indemnify and hold harmless Jefferson County for and
against any actions or claims filed as a result of such damages.
ADOPTED THIS .5 ~ DAY OF (')~ rrf~ ,1992.
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
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Clerk of the Board
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APPROVED:
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Mark Buth
Prosecuting Attorney
FRANC1I1Sfl: GA.n., Inc.j Irrlgallon liyslem; Oardlner Beach Rd.
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APPLICATION FOR FRANCHISE
TO: THE BOARD OF COUNTY COMMISSIONERS
OF JEFFERSON COUNTY, WASHINGTON
BY: -(\ G-A. ~ -:c'" ~ ""',
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ADDRESS: ~'4-t G'Al.e.D~<CR. F:,~
Application to the County Commissioners of Jefferson County,
Washington, for a franchise to construct, operate, and maintain
t'R-\vf\-k .~\Cu 1-n~RlC>.-\ ::t:"aA>C;~~l...lw,*~ l,;~~ consisting of
4 'I & ~ ;~ -t-l-\~ -f"-cR.t') W Il;t.v.. ~,.j e.. ~ "'~t~ AA.W <51\ut-6\+ II A' V(! c:.,
upon, under, over, across, and along the rights of way of the county
roads of Jefferson County, Washington, more particularly described as
follows, to-wit: Es~v~~ ~~ \Q.oA,\"::> po, S S~~
-,fo.J p...""t\Ac,^~~'} :t. Y"2- tv\\k
None of the roadway over which this franchise Is requested Is
located within the limits of any incorporated city or town.
The Applicant hereby requests that the BOARD OF COUNTY
COMMISSIONERS fix a time and place for hearing this application and
cause the Auditor of said County to give public notice thereof in the
manner provided by law, and that upon such hearing the Board make
and enter a proper order granting to this Applicant, its successors and
assigns, the franchise rights herein applied for.
DATED this Lq, day of
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Phone: -rQ.6-Y 6<00
. '199-LJl
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FRANCHISE APPLICATION FOR
AGRICULTURAL IRRIGATION LINE
GARDINER BEACH ROAD
G.A.B., INC., APPLICANT
REQUEST
The request is to install, operate, and maintain a 4" gravity feed agricultural irrigation line
in the right of way of Gardiner Beach Road, County Road No. 502009. The request area
extends westerly approximately 0.4 mile from Rondelay Road. Applicant states that
crossings at Schoolhouse Road and Gardiner Beach Road will be pushed under the existing
roads, and a cut will be made across the 20' access road at the westerly terminus of the line.
The application was made by Gary Bandy and Fredrick Tuso for G.A.B., Inc., in accordance
with the Jefferson County Franchise Ordinance 2-81, and is subject to its requirements and
criteria. The proposal is reflected in the application filed on December 19, 1992.
Notice of the proposed franchise was made to appropriate agencies. Response is shown
under "AGENCY RESPONSES".
A public hearing was scheduled by the Jefferson County Board of Commissioners for
January 27, 1992, at 10:45 a.m. in their chambers at the Jefferson County Courthouse in
Port Townsend, Washington, Notices of Hearing were posted in the Port Townsend Post
Office, Port Townsend City Hall, Gardiner Community Center, and Jefferson County
Courthouse. Publication of the notice'was made in the January 15 and January 22, 1992,
editions of the Port Townsend-Jefferson County Leader.
AGENCY RESPONSES
1. The Jefferson County Department of Public Works had the following comments:
A) The request area lies in Sections 33 and 34, TION, R2W, The Gardiner
Beach Road is surfaced with LBST. In the area covered by the proposed
franchise, the right of way is 30' from the center line. Old Schoolhouse
Road's right of way is 60' in width.
B) A construction bond shall be provided in the amount of 150% of the
construction cost. An estimate of the construction cost shall be provided to
Jefferson County Department of Public Works by the applicant. This bond
is required until all work is completed and inspected by the County.
C) In accordance with Section 19 of Jefferson County Franchise Ordinance 2-
81, a surety bond or other collateral in the amount of $25,000 shall be
provided to Jefferson County. This bond may be waived at the discretion of
the Board if it is determined that the grantee has financial resources adequate
to fulfill its obligations under the franchise,
Franchlt.c: Bandy IrrlQllllon IIno, Gardiner Bnllch Rd.
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D) A utility installation permit is to be obtained from the Jefferson County
Department of Public Works prior to commencement of any work.
E) The utility installation permit shall be subject to the following conditions:
1. Line must be in the ditchline or on back of ditch.
2. Line must be a minimum depth of 36" below bottom of ditch.
3. Trench backfill must be compacted by mechanical tampers. not by
wheel rolling.
4. All damage to road must be repaired and approved by County.
5. Trench backfill material must be select backfill for water lines as
required in State Standard Specification for Road, Bridge, and
Municipal Construction.
6. ~
2. The Jefferson County Health Department made no comment.
3. Jefferson County Planning and Building Department stated that the proposal appears
to be in compliance with the Jefferson County Comprehensive Plan and the Gardiner
Community Plan. The department therefore recommends approval.
Jefferson COUntv P. U.D. # 1 stated that it has water lines in this area, and that there
would be at least two and possibly three 90. crossings of other watermains along the
length of the proposed project. The installation of this, or any, system presents
opportunity for damage to P.U.D.'s system by G.A.B.'s workers and vice versa. It
would be better to have but one line or at least have all lines under the same,
coordinated management. There were also concerns regarding the source of the
water and issuance of water rights for the proposed purpose. If the source is a
spring, then surface water rights will be necessary for any amount of withdrawal; if
the source is a well then groundwater rights will be necessary for any amount of
withdrawal if more than V, acre is being irrigated. Currently, the issuance of water
rights is taking 18-24 months if there are no complications. One solution that might
be more timely for the applicant would be the purchase of bulk water from P,U.D.
for the same purposes. The P.U.D. Commission would still have to weigh the
advantages and disadvantages of selling a relatively large volume of water for non-
domestic purposes. The P.U.D. does not object to granting of a franchise but does
recognize the additional maintenance and operation difficulties presented by utility
overlap. Given the timing of water rights processing, it may be prudent to delay or
condition the granting of the franchise until sllch time as water rights are approved
by the State of Washington,
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CHRISTINE 0 GRlCOIf{E
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l.ifAH OF \\'A"'HI.~CT()N
DEPARTMENT OF ECOLOGY
7171 CJL~,mw.JIN Lmt', LLI-II . ()I\fnpl.l. I,\,'",htnt:lon INVil).l-tl/{ll . (_'(~,) -,/.11)1
August 31, 1992
Mark Huth
Jefferson County Prosecuting Attorney
Courthouse - PO Box 1220
Port Townsend, WA 98368-1220
Dear Mr. Huth:
Re: G.A. Bandy, Surface Water Application No. 52-28387
I am in receipt of your August 11, 1992, letter requesting clarification of
the Department of Ecology's decision to issue a temporary permit water right
on the above number referenced application.
Although thsrs may have been an impression that this irrigation project was in
some way affiliated with Jefferson County proper, Ecology's decision to issue
a temporary permit to use water from the unnamed pond was made solely by
answering the following questions:
1. Is water available?
2. Is water for a bsneficial use?
3. Can this water be used without impairment to existing water
rights?
4. Is the project in the best public interest?
Upon initial review of the application request, the above questions were
answered in the affirmative, without regard to whether the project was
affiliated with "Jefferson County".
Neither the applicant nor the project director, Mr. Frederick Tuso, ever
pushed this project as a "County Project". The wording on the back of the
application stating that the project was "A demonstration project of JefferBon
County Agricultural Research Centor", may have caused some confusion.
However, this had no bearing on our decision to issue a temporary permit.
I hope this clears up Ecology's role pertaining to water allocation. If you
have any questions, please call me in Olympia at (206) 753-2977.
Sincerely,
Chl.u... l;::x.tJ'W...J:r~
G~e Blomstrom
Water ResourcBs Supervisor
GBIVW.th
CCI Frederick Tuso
Vicki Windust
File S2-28387
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JEFFERSON COUNTY PROSECUTING AmRNEY
Courthouse - P.o. Box 1220
Pon Townsl'nd, Washington 98368
lolephOlle (206) 385,9180 FAX (206) 385.0073
John S. Adcock, Deputy
\'Vaht'r H. Perry, Deputy
Shnron Thatcher, Dt"pury
August 11, 1992
Frederick Tuso
c/o G.A.B. Inc.
941 Gardiner Beach Road
Gardiner, Washington 98382-9999
Re: Franchise for Water Line
Gardiner Beach Road
Dear Fred;
In reViewing the file for this franchise, I noticed that the
permit granted by DOE was in conjunction with the "Jefferson County
Agricultural Research Center". The County has no Such department
or office. Because I am concerned that DOE may have the mistaken
impression that the County is somehow involved or sponsoring this
project, I am not going to provide draft Findings and Conclusions
on this matter to the Board at this time. I will await a written
response from you and the Department of Ecology that there was no
misconception regarding the private, commercial nature of this
enterprise.
Please refrain from using "Jefferson County" in any future
commercial undertaking as I think the potential for miSleading the
pUblic is apparent even though unintended. I am SUre you are aware
that the Board granted the franchise only after the DOE July 31,
1992 letter stated that the use of the water will not be
detrimental to the public. My concern is greater due to the
reference to funding in the DOE application and in that letter.
Please explain in writing what you refer to as "fUnding".
Sincerely,
MH:b
MARK IIUTII
Prosecuting Attorney
cc:
Gale Blomstrom, Water Resources Supervisor
7272 Clearwater Lane, LU-11
Olympia, WA 98504-6811
Board of County Commissioners
Eileen Simon, Public Works
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~ =-o~v ISsues Ihe nenlllllee n eenlt ~lICl:..tiJ:ht..The penninee pnys the eenilicale recording fee of $5,00 pnynhle
10 Ihe Depnnment of Ecology plus n Counly Auditor's recording fee.
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DEPARTMENT OF ECOLOG Y
APPLYING FOR A WATER RIGHT
General Information
The Slale Waler Code of 1917 prescribes Ihat all water is publicly owned and no public water may be approprialed (taken
from its natural source and used) except as specified in the code.
The water code makes an exception to the otherwise mandatory procedure of obtaining a water right to use public water. This
exception allows withdrawal of public water from a well for the following uses: stock watering. single or group domestic
supply. irrigalion oflawn andlor garden not greater Ihan 1/2 acre. and industrial uses-PROVIDED,lhalthe water used shall
not exceed 5,000 gallons per day. This exception is principally used to provide single family dwellings with wells for their
domestic needs without requiring a fonnal water right.
The following information is not intended to answer all the questions you may have in applying for a water right. but it should
help with some of the more common problems people frequently encounter. If you need funher help. CoOlact the regional
office of Ihe Department of Ecology which serves your area. Regional office addresses are provided elsewhere in this pack.
age.
STEPS NECESSARY TO OBTAIN A WATER RIGHT
PLEASE READ CAREFULLY
~
The applicant applies for a pennit to construct works for the diversion or withdrawal of water. The application must
be accompanied by the minimum examination fee of$)O.OO. This minimum examination fee COvers the appropriation
of up to~e cubic feet per second or 2.250 gallons per minute. If an additional examination fee is required the applicant
will be oOlified.
The Department of Ecology reviews Ihe applicalion with respect to fonn and. if il is complete, processes Ihe applica.
tion. If Ihe applicalion is incomplele. it is returned to Ihe applicant.
/"
The Departmenl of Ecology provides Ihe applieanl wilh a nOlice of inlent to diven or wilhdraw water which Ihe appli.
cant is responsible for publishing in an appropriate new'paper(s),
~.
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The Department of Ecology exnmines the specifics of Ihe npplication and repons ilS findings nnd conclusions, Thi,
nction rnny require a field examination of the project site.
The repon of findings nnd conclusions is forwarded 10 the applicanl for his concurrence accompanied hy a request for
the pennil filing fee. The amount of the fee is based on Ihe L1se(s) of the wnler ns mnhori7.ed by Ihe pemli!. The mini.
mum filing fee is $5,00. This minimum fee covers uses such as a single domeslic supply or Ihe irrigation of up to 12
~. Other uses will cause the pennit tHing fee to exceed the minimum. -
G
If the applicant concurs with the report of findings nnd conclusions and submits the st3tutory f'lennit filinn fcc, the
Depanment of Ecology will issue a pennil grnnling authority tn Ihe applicant (now a pemlilleel 10 develop a water
works and begin appropriating water. NOTE: ^ permit 10 appropriate public waters does nol convey the right to trcs~
pass on lands of others for access to the water source. Rights of way or casements 10 such source must he ohtained by
the pemittee.
1:he permit~('(' develn"~ hi~ wafer works nnd applies the water to the authori7,cd uses. puring thi~ period 1hl: pennincc
IllWiI suhllltt progres~ '~pnr1S as required hy the Department of Ecolop;y. Extensions mllY he granted when, fol' good
reasons, the penniltee is unllhle to comply wilh lhe conslnlClio!1 schedule.
9. Please retain the "hove schedule for reference until n certificate is issued.
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THE APPLICATION FORM
An initial examination fee of $10.00 mllsl accompany each application. If additional examination fec\ arc required. you will
be notified. Care should be (.aken 10 answer all the questions that pertain 10 your circumstance. An incomplete applicalion
will likely be returned to you for completion and delay your wnter right.
APPLICATION FORM ITEMS NEEDING SPECIAL ATIENTION
Item No.2 of the Application:
The specific use or uscs to which the water is to be applied must be entered here. Examples of such uses are irrigation. heat
and frost control, single and multiple domestic supply, stock water, power generation. mining. industrial. fish pmpagation.
wildlife refuge. recreation, heat exchange. commercial, municipal. etc.
Next. estimate the maximum quantity of water you will need for your water use. Normally. surface water is figured in cubic
feet per second and ground (well) water is figured in gallons per minute. However. you may use either unit and we will con~
vert if necessary. One cubic foot per second is equal to 450 gallons per minute. As a general guideline. a single domestic
supply. which includes up to 1/2 acre of lawn and garden irrigation, re~lIes 0,01 to 0.02 cubic f~~~ond or five to ten
gallons per minute. The average requirement r acre of irrigation is O.lJ2\:ubic feet er se or ten gallons per minule. If
you require assistance in comp C IIlg IS Item of your application. please contact the appropriate regional office of the
Depllrtrnent of Ecology. ~ ON I\<.;Mo~
SW\"(i",,"~ ere. 2,1.t:;O~iJ.l"-r"'I~.
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Item No. 3A of the Applleallon:
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If your point of diversion or withdrawal is on platted property. please enter the tol and block numbers, the name of the pint
or addition. and the related section. lownship and range. Please also attach an official (as recorded) copy of the plat on which
is marked your point of diversion or withdrawal and the boundaries of the property on which the watcr is 10 be used. Finally.
please send in any additional maps or drawings you may have which will help pinpoint your point of diversion or wilhdrawal
and your place of water use.
Item No, 3D of the Appllcatlnn:
If your point of diversion or withdrawal is not on platted property. refcr to a detailed map or sketch of Ihe property or turn to
the SECTION MAP provided in Ihis package. Here you should sketch the boundaries of the property on which the water is
to he used. Next. show by an "X" your point or diversion or wilhdrawnl and indicate the north/south. emil/wcsl distances
from the ncaresl section comer or propcty comer-whichever is morc convcnient. Bl-Iow the map. indicatc traveling dircc~
tions from the nearest lown to Ihe vicinity of YOllr point or diversion or withdrawal. Ae certain to send in this map and any
others which may help pinpoint YOllr point of diversion or withdrawal nnd YOllr placc of use.
Rcturning to the application form. pleAse entcr the disfances from your point of diversion or wilhdrnwnl hl thc nenrcst section
comer or property comcr as you have alrendy indicnted on the SF.CTION J\fAP or other map. Filwlly, cnler lhe smallest
legal subdivision in which your point of diven-don or withdrawal cnn be found (nonnally a quarter of a quarter scction)'and
cnter the corresponding scction. township. rnnge and cOllnty in Iheir appropriate boxcs.
Item No.5 or the Application:
Attach Iwo copies of the legal descriplion of 111e property on wllith lhe watcr is to he used. laken eilher from 11 real eslate
conttnel. propc"rty deed or title insurance policy. Irthc property is huge and wntcr will not he applied tn 111(' entire piece. please
highlight on the SECTION MAP. or other maps you hnvc enclosed, those portions which wi1l receive w:ller. If you arc
unnble to enclose copies of your legnl description, plcllse copy il cnrcfully on the applicntinn or on II separale piece of paper
nnd auach illo the application. Particular ntlenlinn should he pnid to insuring that the exact legnl description of the propeny
on which the wnter I,,, to he used is slIhmillc<l wilh the npplicntion. Errors in Ihe legal description, s\l(,'h as ntnissiol1s or trans-
positions. will result in n delay nnd/nr nn error in your wfller right.
Plcase suhmil your completcd npplicfltion fonn, maps or sketches. ancl $10,00 cxnminfltion fee 10 Ihe nppropriare reginn:!1
office of Ihe Departmenl of Eenlogy (see reverse of center page),
ECV MO,I,I4
Rev 2191 F
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APPLICATION FOR FRANCHISE
TO: THE BOARD OF COUNTY COMMISSIONERS
OF JEFFERSON COUNTY, WASHINGTON
BY: ~ Gj::,. P:J -:c J0 e.. "
FOR: ~J... ~ ~ Atv D. v\ \?-
ADDRESS: ~4t G'Pt1.e.D~'C-R. 'f?EJiNR.iC>
Application to the County Commissioners of Jefferson County,
Washington, ,for a franchise to construct, operate, and maintain
:p~\V /\-T4=_ ~\c~_I-t'l~R.A-\ ~~'1.I\-tt~I...lW~",:, \,~..,<C... consisting of
4'/ &~h~,~<R-D !.1:2ll;t~ li:Se..~ ",,<,-<;,x"Mu1 ~INhs~ vAlve,,>
upon, under, over, across, and along the rights of way of the county
roads of Jefferson County, Washington, more particularly described as
follows, to-wit: Es p...';Q..Dt-.J~ A,V"<c..lA... Q.oA,\"::> P\ '5 '3~<^J I\...J
-tt--l P-'"t\AC"'.~~'} :t. V'2,. tv\\k
None of the roadway over which this franchise is requested is
located within the limits of any incorporated city or town.
The Applicant hereby requests that the BOARD OF COUNTY
COMMISSIONERS fix a time and place for hearing this application and
cause the Auditor of said County to give public notice thereof in the
manner provided by law, and that upon such hearing the Board make
and enter a proper order granting to this Applicant, its successors and
assigns, the franchise rights herein applied for.
DATED this l~ day of .
/tJ fA -r7 .r:- I .
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ppJ9an
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Igna ure
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p~ TYPE OR PAINT OiAPTER "58-81 WAC
ZQ) -"THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ITEMS 0 THROUGH 0 ARE FULLY COMPt....ETEo
KEflNnf! l. r,ELc.l'f: 0 tJ<kY I~. G,d.uY
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o LEGA4't)ESCRIPTION OF PRoPERTY SITUATED IN UNINCORPORATED JEFFEr(~l!NcoUNTY 0 OR IN CITY OF
. ~. I I
THE /HiRTH 1,,54.5 FEf,T, ('F THE \.lEST W,lF OF THE NORTHWEST QUARTtR OF ~ECT;CII 34. TLlIIN~HjP 3<.i
NLRTIi, RAliGE 2 WEST~ W.M., lYING "ESTERLY GF THE CHiCAGL>. MilI<AUKEE. ST. PAUL AIlD P;'CIFiC
RA ILRCAO.' ~_
TUGETHER WITH AN EASE~lErn FeR ]NliRE~S AND EGRE~~ ArID U1IlITIES ALliHG lHE \oiE~T Ov FEET OF
TIlE NORTHWEST QUARTER uF ::,ECTwN ::4, Tl'WliSH1P ,;u h(,rnH, RANGE 2 IIEST. ~U:.. lYiNG IjuRTIJ lIf
THE STATEHIGHWIIY AS IT EXISTED IIUGU~l i!(l, l~"li. SITUATED IN JEFFEkSUf, (;vUIiTY. WASlilNGTlirl.
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@ Is the property CUllontly:
Clssstfied or designated 4S foroat land?
Chapter 64.33 RCW
YES
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~:~~~~~~~ccu~~~~~~. C~~~~:r ~.f.;~ ~~~o~r limbor)? 0
Exempt from property 181( under Chapler
84.38 RCW? (nonprofit organizations)
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Receiving spocial \/aluatlon 88 historic
property under Chapler 449. Laws of 1985?
Type Property: 0 land only 0 land with now building
o land with previously 0 land wilh mobilo homo
. usod building
SEE TAX OBLIGATIONS ON REVERSE SIDE
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(1) NOTICE OF CONTINUANCE (RCW 04,33 0' RCW 84,34)
. .. ! I
If the now owner(s) 01 land thai Is clllSsUiod or doaignatod 98 curronl lI80 or
forestland wlah(slI) to continuo tho cl088111callon or doelanotlon of such Innd.
the new owner(s) must alan below. II the now ownor(s) de(os) not doslro to
continue luch clallUleaUon or dealgnation, all compensAting or additional tax
calculated pursuant to'RCW 8<4.33.120 and 1<40 or RCW 84.3".108 Ihall bo due
and payal:fle by the aollor or traneteror at the limo ot Inlo. To dotormlno It tho
".....nd transforred qualltlell to conllnuo classification or dOllgnatlon, Iho county
, a.lIe.sor musl be consulted. All new owners must sign.
This land 0 does 0 doee nol qualIty
tor contlnuanco.
OCJ>UTY ASSESSOR
DATE
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(2) NOTICE OF COMPLIANCE (Chapter ....g, Laws of 1085)
If the new owner{s) ot property with special yaluallon .t historic property
wlsh(es) to continua this epoclal valuation tho now ownor(a) must sign bolow, If
tho new ownor(e) do(oa) not desire to c~tlnuo euch apoclal yaluatlon, all oddl-
~~~:~::~:~~;u~~~~o~ ~~~~:~::o~~r~~~~~a~~:~r ;::,~ ot 10,05, shall bn duo ftnd
(3) OWNER(S) SIGNATURE
(!)
Tho 'allowing optlo"al qunatlons are requftltod by new 82."5. 1:>>0
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(!) Description 01 porsonal property II includad in .slo (fumHuro. .p_
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If exomption claimed. 8I(P~
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Typo 01 Documenl STAT~TO~Y W,l\R&.A~
Date 01 Salo or Convoyanco L2a..I i x1i;.-L~1-K7-
Grosa Salo Price 1/ S ];'. '1(.'1 Ill'
Porsonal Property (doduct) 2 J S
Tak.blo S.1e Price $
Excise Tax SI810 31 $
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Dollnquent Penalty 51 $
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AFFIDAVIT
I CERTIFY UNDER PENALTY OF PERJURY UNDER me LAWS OF THE
STATE OF WASHINGTON THAT THE FOREGOING IS ml)E AND
CORRECT Caeo #6 on revftrs. lor penahles).
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SIQNATURE:~~"" D~----
NAME (pnol),KENNETH L. NELSON
DATE. PLACE OF SlClN'NOJ(!!"pr t' I'tS b t /.tJ]::~i;'
11/""11'''''-'0
srECIFV (cltel_): grantor/granl../grantor'a .gent/gr."'.... aOMl
Addrnu 01 roaidnnco or plaen 01 bUllinnsa 01 porson Signing (flpoclfy):
-SAHE--AS,-AnO_vc:
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;! Southwest quarter of the Southwest quarter of Section 27, Township 30 North, Rarqe .tf?~
- West, W.M., Jefferson County, Washington; EXCEPT the North 330 feet an::l EXCEP!' right ~ :t'b
of way of CMSP & P Railroad as conveyed by instrusrent recorded under Auditor's File No 'CH."B Pre;
40915, and EXCEPT the South 30 feet for county road, ,o?/~
ALSO ..<:.
That portion of Government Lot 4 of Section 27, Tcx.nship 30 North, Range 2 West, lying
Westerly of the Short PLat of Rondelay Acres Short Subdivision as recorded in Volume 1
of Short Plats, page 28 and lying Southerly of a line beginning at a point 330 feet South
of the Northeast corner of the Southwest quarter of the Southwest quarter of said Section
27 and running thence North 44045' East to the goverrurent meander line.
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county In whl~opetty Ia k>cat.ct.
Thla IQOrl I. ,.out ~ __ etanIC>ed
by c.aah*'. Pey by ca.h Ot ~
ct..ck to Count,. T,.........
Pl.EASE TYPE 'OR PRINT
CHAPTER 82..5 RCW
OiAPTER 4~t WAC
THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS rnws G) THROOGH 0 .utE FUU Y COMPUTED
o
Name
rN~Tr.n MARr.Alr A~n Vlr.TORI~ M
0 r;~IlY R.~I:~I
Nama ~
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=>< P.O. BOX 7716
III a: Slre.t
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at BUR!JA~r State CA
ALL TAX PARCEL NUMBERS
002 342 034 lA--...=: 77
Zip 91510
a: a:
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P.O. BOX 7716
Sir..'
elt BURBANK
Stat. CA
z' 91510
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Name
1:81>Y ~ B:IJDV
P.O. BOX 7716
BURBANK. CA.
NEW OWNER'S
PERMANENT ADDRESS
FOR AlL PROPERTY
TAX RELATED
CORRESPONDENCE
at)' I Slale
Str..t
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LEGAL DESCRIPTION OF PROPERTY SITUATED" .-xlAPOAATED JEFFERS~ 01 OR IN CITY OF SA-L.E:'
THE LAND REFERRED TO HEREIN IS LOCATED IN THE COUNTY OF JEfFERSON, STATE OF
WASHINGTON. AND DESCRIBED AS FOLLOWS:
THAT PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 34. TOWNSHIP
30 NORTH. RANGE 2 WEST, W.M., JEFFERSON COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE NOR[WEASTERLY MARGIN OF THE CHICAGO. MILWAUKEE. ST.
PAUL AND PACIFIC RAILROAD, SAID POINT LYING A DISTANCE OF 340.00 FEET SOUTH, AS
MEASURED AT RIGHT ANGLES GROM THE NORTH LINE OF SAID NORTH HALF OF THE NORTHWEST
QUARTER; THENCE SOUTH B7 02'51" EAST. A DISTAN!;E OF 576.36 FEET TO THE CENTERLINE
OF AN EXISTING DRAINAGE DITCH; THENCE NORT~ 48 47'00" EAST. ALONG SAID CENTERLINE,
A DISTANCE OF 160.00 FEET; THENCE NORTH 46 22'55" EAST ALONG SAID CENTERLINE AND
ITS PROLONGATION. APPROXIMATELY 180 FEET TO THE CENTERLINE OF THE EXISTING COUNTY
ROAD; THENCE NORTH ALONG SAID CENTERLI~E TO THE NORTH LINE OF SAID NORTH HALF OF
THE NORTHWEST QUARTER; THENCE NORTH 87 02'51" WEST, APPROXIMATELY 1047 FEET TO THE
NORTHWESTERLY MARGIN OF SAID CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD;
THENCE SOUTHEASTERLY ALONG SAID MARGIN APPROXIMATELY 415 FEET TO THE POINT OF
BEGINNING; EXCEPTING THEREFROM ALL THAT PORTION AS CONVEYED TO JEFFERSON COUNTY
BY DEED RECORDED MARCH 24, 1980, UNDER AUDITOR'S FILE NO. 264237, MORE PARTICULARLY
DESCRIBED AS FOLLOWS: THE SOUTH 30 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER
OF THE NORTHWEST QUARTER EAST OF THE RAILROAD RIGHT OF WAY (TAX LOT 77) OF SECTION
34. TOWNSHIP 30 NORTH, RANGE 2 WEST. W.M.; ALSO EXCEPTING THEREFROM ALL THAT PORTION
THEREOF WITHIN GARDINER-CLALLAM ROAD AND GARDINER BEACH ROAD LOOP.
~
17
or transteror .t the time of ..Ie. The county ..;~;iO:;-';'~~i- dei~;;'I~;i"'he"i."n"d
transtarred qualifies to conlinue cla.slllcatlon or designation and mu.t aD Indicate
below. Signature. do not necea.arlly me.n the land will remain in cl..slfication or
de.lgn.llon. If II no longer quallfl.a. It will be removed and Ihe compena.Ung tUGS
will b. applied. All new owners musl aign.
.,." . . I. ""
This land 0 doea . I d doea nol qualify
'or continuance. DePUTY ASSESSOR
Oellnquent Penalty: .'State S
Total Due S
(SEE 1,6 ON REVERSE SlOE)
1.~3
(!) 'AFFIDAVIT
· I CERTlFV UNDER' PEtfAL,.y OF PERJlJRV UNoeifTHE'LAWS OF
THE STATE OF WASHIN ON THAT THE FOREGOING IS mUE
AND CORRECT C... /" ~ ,.. r.~ for pen.~ -,"
SIGNATURE / V"./'
NAME (print) ENR I 0 MARCALE
DATE & PLACE OF SIGNING:~ 191 BURBf,NK. CA
SPECIFY (circle): grantor/granlon/granlor'e agent/granlee', apent
Addreu of realdonce or placo of bualne.. of per'on algnlng (epeclly):
0...
(3) NOTICE OF COMPLIANCE (Chop'.r 84,28 RCW)
If the new owner(e' of property with .peclal valuaUon 88 historic proporty
wleh(a) to continue 'hla apeclel valuation the new own.r(a' mual alan bolow. If
the now owner(.) do(e.) not d.llr. to conUnue auch epoclal valuation. all addl.
tlonal tlX calculaled purauant to Chapter 04.26 RCW, ahall be due and payablo
by the aeller or tran"eror at tho time of aale.
(3) OWNER(S) SIGNATURE
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SAME AS GRANTOR AROUE
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1% HeAL EslATE EXCISE TAX
CHAPTER 82.45 RCW C. .
CHAPTER 4!>6-60 WAC
This .f~m .i,. 'you~~~i~~"..;r~n -~ ..'t;;;;.~,
by c,uhlo, Pay by C..h 0' certifIed
Ch6Ck lo CoYnty Trrwuur.,
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THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ITEMS
ARE FUU Y COMP"LETED
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Richard A. Howe
Name
C:l ry '.--F.an~.,,----,------
a:
ffig
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co 0 Street
62 Indian Hill ROlld
ffi~ 1/.20 !L S~.D re~an~a Blvd.
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City St"anfo,r.J
Stat. CT Z;p 06902
CIty
Rurbank
Sta,. CA Z;p 9 5
ALL TAX PARCEL ~~UMBERS
NEW OWNER'S
PEAMANENT ADDRESS
FOR ALL PROPERTY
TAX RELATED
CORRESPONDENCE
Nama same as above listed buyer
Address
~2.;l
-~Z :,Q.A. ~
~TY 0 OR" cory OF
City/Stale
Zip
LEGAL DESCRIPTION OFPROPEATY SITUAT.ED IN UNINCOAPORAT.EC T no oF F.no.... ~~......
:.. ";'. _'.:' " '.. :.--,;' r. ~~. ~
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34, Township 30 North, Range 2 West, W.M., Jefferson CoUnty, Washington
described as follows: ,\ '. (~ '-U.lN~
Beginning at the Northwest ~~ner of of 1~d~~6nveyed to Richard
A. Howe by instrument recorded under Auditor' File No. 2~1532, records of
Jefferson County, Washington. / ~
thence South 20 13' 52" West, along said Wes t 1 ine, a,s""' dis ta e of 410.65
feet to the Southwest corner of said parcel of landV :IAN "2.1,' ~
thence North 160 43' 58" East, a distance of 99.83 feet; t\e.1m IJent
thence North 20 13' 52" East, a distance of 24.74 feet;
thence North 660 11' 50" East, a dis tance of 140.11 feet; R. -t D l/luK....
thence North 430 05' 46" East, a distance of 160.48 feet; tcJ'x;rc1 nL
thence South 750 25' 22" East, a distance of 118.49 feet; L.J'l1 I
thence South 520 34' 05" East, a distance of 40.08 feet; "2.S~ &,qO-q
thence North 20 13' 30" East, a distance of 150.32 feet to the North line
of said Section 34; /
thence North 870 02'
feet to the point of
51" West along said North line, ~ AY:,~n~;/Io/ 405.22
beginning'J.lw~ ~cg3"~ 1i0'.,X)
TO: Rp.RtcriC'tcinn,; I1nrlpr AFII 22151Z.'D'.D".""c. . ]O,OQ~ 50--
NOTICE OF CONTINUANCE 1% Excise Tax 31 S 1 0 ~ o~
If the new owner(s) of land that Is classified or doslgnaled as current use or Dolinquent Penally 4' S _ 0-
:~:e~~~.~:n::~:>':~S~~I~:~:;. tl~:h~l:::r~~~i~r~a~~o~:~~g~:llj;;sl~; I:U~:n:~:u~ Total Tax DUD $ 10 S .01
such clauirlcallon or designation, . all compenllling or additional lu
calculated pursuant to RCW 84.33.120 and 140 or ACW 64.3<4.108 shall be duo and
payablo by tho sellor or trans'oror at tho lime of sale. To dcttormlne II tho land
transferred qualifies to continue classllication or deslgnallon. the C9Unty auo.ssor
must bo consurted. All new ownors must aign.
(SEE ,.4 ON THE REVERSE SIDE)
AFFIDAVIT
Signaturela)
r, Ihe unde,..~nod, being first awom. on oath atalo that lhe foregoing
information 10 tho bost 01 my knowledge is . true and corroct atatement of
tho facta portalnlng 10 tho trBnsfer of the abovo deseribed rul .ute.
Any person willfUlly gIvIng ralso Information In this .Hklavlt ahaIl be
Subject 10 the PERJURV lAWS of tho SI.lo 01 Washlnglon, .
SEE SION REVERS R PENAL TIE ..;Z tI~,III;lll",,);
).C tl"'f. . ~~.(.
8. '-;\.
This land 0 doe. 0 does nol qualify for contlnuanco...
Slgn.tura
Deputy
ASlessor
":'
Oaln
The followIng opllonal qU8slions are roquOlltod by ACW 82."5,120
f. prol'Wlfty at thC'l time 0' nlft'
I. SUbj8Ct to '~lderIY. dl..bllity, or physical Jrnprovomonl
L---n..- ~,.,~,P!I~,n?,......
YES
YES NO
e. 00"1 conveyance Involve a trade, partial
Inleroal corporlllo IWllat8!, relatod Plrtl.,., 'I'UIt, 1 0 2 0
recoivnrahlp or e" estate? .
l,IJ ,n
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I Parcel Number
CHAPTER 2845 RCW ~( /
PLEASE FILL OUT COMPLETEL Y I \ L
1% REAL ESTATE EXCISE TAX
Is SegregatIon
Required Yes D
NoD
MAKE REMITTANCE PAYABLE TO JEFFERSON COUNTY TREASURER
NAME ,'--" .'. :l:!r1c1v ~:ency L. ,~",FIc~/ 'ra~ r. "'cce!....., ............. ................,...,.
.................... .. '.h.. .. '" ............-........ .........NAME.OF SE"Ci."ER"AND C6MPLE rE ADOflESS
.~~~.~'~~,~..........:;:.....:.,...;_..-'\:v.:l.::....:::L.r...r.ur,!J=L,..,C.:..1i.:.(l",..~..." ,...:;:.::..c,!.. 161' I . ~. c~(!~".L ~~': - ....,
NAME., T v 4 1 r "''' 1 Ger>' A. =nr,~r.......:,..~i,-,?,7~?..........
~~~~~~~::::::::::!T~}~ :~~~:;~:~~~G~~~~~p1.r1~~:~?~~ikN7~1:~~;,.~~~E.~1\~';,. C..., .~[)C;~ r.. ,A ~ ~f' . ~'o.. ,u.~ ~~.,.,'
Send Statement to: h _ _
logo' demiption .f ,eal propo;,y situated in JEffERSON COUNTY
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That portion of the Northwest Ouarter of the ;;orth\o,'cst Quarter <,no' t'"
:Tortheas t Quarter of the Northll'es t Quarter of Sec tion 3l:" Tm:T.shi, ~
r;orth, Range 2 Hest. H.ll.. lying Easterly of the County Rone a:le' ,'cs'-
erly of the followin?, described line;
Be;;inning at a point on the North line of Section 34 which lies ;'?ort"
870 02' 51" West 891.45 feet from the Quarter section corner COrr!(">~1 t,
Sections 27 and 34:
thence South 20 13' 52" ,lest a distance of t']").65 feet:
thence South 16. 43' 58" Hest a dis tanee ; of 300 feet, n:orc or Ie!' s. t'
the Northeasterly right of way line of County Road;
Ec:CI:PT COll..'1.ty Road: and EXCEPT right of way of the Chica['o. l'ilw;J.u'le
St. Paul Railroad;
Situate in the County of Jefferson, State of Washinf.ton.
OESCRIPTION OF PERSONAL PROPERTY IF INCLUDED 'N SALE "r,,, "'mp"on.. c',"m'd, o<p'",,, 'ull, ,h, n,,,u,, 0' rh, '"nr'..
GR(?q~~'~~'~SE;b~9~:;,Ebalance' , , S 8 'i. nnn M
PERSONAL PROPERTY ''',duc.' " S
TAXABLE SALES PRICE.. .. .. S 8'i nn:! n'l
DA,b~ ~:'.I~,SJ.~~~Eo~Tn",um~~~ri"h? :s"h,'c~Zn~ d,,,. D'O""..' on
contract; otherwise upon (!lCccution of conlracll,
"
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TYPE OF INSTRUMENT~r-t-anty DC,){L
It sale covers property traded in under A,C.W. 28A.45.105 give dale and
affidavil number 01 prior '-lie.
DATE
AFFIDAVIT NO.
\ ,"
o CornmerCi.t'
o Induslria( I "
o Mult)ple Pwelling
, 'I
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TYPE OF PROPERTY/
o Agricultural
o Mobile Home Sile
Does sale indude currenl crop'
Served by a puhlic ~Vller' \ \'
Does sale price include real est.lle com~4~io\n~ ,
If more than One county parcel number, will prOPf'!r!V
be used as a single Pdrcell ~,
0 ReSidenTial
0 Recrealionar
0 Biue Land
0 YES 0 NO
0 YES 0 NO
0 YES 0 NO
0 YES 0 NO
0 YES 0 NO
Willlhis property he used wiTh any adloinlng
property presenlly owned bv Ihe putchilser"
Dop.s this con....f!yance in....OI....e ., 0 Pdtti,lr lnlereu
o Corporate ftffilillfions 0 HelMed Pan iI's
o Trust ^gre~ment 0 Estate Properl.,.
o Trade 0 Life ESlatf!
TI115 IlO)( FOH ST^Tr OlPAIlTMlNT OF IlI.VI.Nur USI. ONty
A.V.
CLASS
L
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=
1% EXCISE TAX
IPdvahle WITh,n 30 (l,lYS 01 (j,Ht' 01 Sollp!
PENAL TV 11"" per monThl
TOTAL
S ~ 5 '1. C' r
S
$_":"'\ 1"\"
AFFIDAVIT
The underslgnell helng h'ST swo'n. Dn D,llh \..Iy\ ltloj! Iheo lorpgoln9 is a
Hue ilnd CorreCT Slillemenl DI The 1,1CI\ pell,llnlO9 TO Ihe trdnsler 01 the
aho," dm"I,." "," .",,,. r, ~~ " "
\) L , . 0....'" L:~'-:LL, ::....". ~.I.=-<_' ' ,."
SrCN^TU [~-
Any J)p.rSCln wlll/ully l)1...,nq lal\f' mlurtn,l!lon lfl Ihls ,tll.d,l...il Sh.llt he SUhU!CT
10 The PcHJUHY LAWS DI It", St,HI' 01 ,^"nh.nljlon
....
SullScrllled "nct Sworn TO IIl'foft! ml' Th,s ~ J~;:: ""'. day
01 r ,IN. 19 I
.) -\"'" )....1...... ... .....-, I~.',.~~~~... l'. -
NnTiHy f"uhllc in ,md.Uu)'ht, 5l""II' ul W.uhma~-'ln. (.~. '
r(!SI(j.rlq'II~~~)'L~~L~
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Submillo County Trouurur ollhe
county In whict'i proper1~ ia Jocal.d
('j (~
REAL eSTATE EXCISE TAX
Th., lorm .. 1I~ t-.ceopl ......." lIamP<td
till C81h.., Par b, c...,.. 01 C..,.,,,..d
Ghec;aloc.o..fII, T'...\lofe,
PLEASE TYPE OR PRINT
CHAPTER 82"5 AeW
CHAPTER 468.61 'WAC
nt1S' AFF:DAVIT WILL NOT BE ACCEPTED UNLESS ITEMS G) THROUGH 0 ARE FULL'f COMPLETED
ND1wo
G)
Name
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Ole: Street
to
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Stale Ct.
2'
Name
r f' ,.r., rrvr-
Nl,U/\jE -+ S/..\:,~ L~ uf ()
I~. C r: F't"'"'c5'OlJNTY 0 OR IN CITY OF ~
o LEGAL DESCRIPTION OF P~OPERTY SITUATED IN UNINCORPORATED
THE NORTHWEST nUARTER OF THE NORTHEAST nUARTER AND THAT PORTION OF THE
SOUTHWEST nUARTER OF THE NORTHEAST nUARTER LYING NORTH OF THE OLD STATE
HIGHWAY AS IT EXISTED AUGUST 20, 1940, ALL IN SECTION 33, TOWNSHIP 30
NORTH, RANGE 2 WEST OF THE WILLIAMETTE MERIDIAN.
EXCEPTING THEREFROM THE NORTH 30 FEET OF THE NORTHWEST OUARTER OF THE
NORTHEAST nUARTER AS CONVEYED TO JEFFERSON COUNTY FOR ROAD PURPOSES BY
DEED RECORDED OCTOBER 24, 1979 UNDER AUDITOR'S FILE NO. 261575, OFFICAL
RECORDS OF JEFFERSON COUNTY, WASHINGTON.
Street
City/Stato
01s
1/
f
farm 8ridagri~i~;;;i, -o-r-li-';;b;rrich;pi~;EW.34 ReW U
',.
Exempt from pro~erty tax under nonprofit
organizations C~pler 84.36 RCW?
'1.:1
o
o
J"'"@
~,
Receiving special valuation as historic
property under Chapter 84.28 RCW?
Typo Property: P land only 0 land with new building.
o land with previously 0 land with mobilo homo
used building
- SEE TAX ooL,b...nONS ON REVERSE..SIDE',
(1) NOTICE OF CONTINUANCE (RCW) 84.33 or RCW ~4.34)
If the new owner(s) 01 land that is classified or de8ignot~d as current use or lorest
land wlsh(as) 10 continue tho classification or designation 01 ,such land: tho ne~
owner(a) mual 81gn below. II the new owner(s) do(e~) nol deSire to continuo 8UC
clastllfieallon or deaignallon, aU compensating or 8ddlt~on81'~x e8Ic~11:~yd,~~r:~~~~
~~ ~r~~~~~~3~:~~:~?m~4~fO~~I~~T~:',~~~~~ ~~~I~~:~r u~;:t d~~~mino II t.ho_land
tranaferred qualillea to continuo claaalficalton or deslg.natlon ~n~ m~i!Il ~,oclnt~~~a~~
below Signatures do nol noco8lsrily mean lhe land WIll remain In c aSSl1 a
de8Ig~ation. lilt no longer qualifies, it will bo removed and Ihe compensating lues
will be applied. All new owners mual algn.
ri~
i~
[
t
This land 0 does
\
"bATE
~I ~\ .
o doss nol quality
f~ continuance.
DEPUTV ASSESSOR
(3) NOTICe OF COMPLIANCE (Chapler 84.26 ReW)
If the now ownor(s) 01 property with specinl valuation os hlslorlc properly
wlsh(s) to continue this special valuation the now ownor(s) must sign below, If
tho now owner(s) do(es) not doslre to continuo such special valuation, all Rddl.
tlonal tax calculated pursuanl to Chaptor04.26 RCW, ahRII be duo and payable
by the seller or transferor at the limo of aale.
.,_(3) OWNER(B) SIGNATURE
('
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)'-.,f,./;~, Y I .
, /.
,.(iL
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0
Neme
W
a:w
~!;;
:><t
lOa: Slreel
<:l
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.. l' .. ,
1'00
I"....... "";
Sre'" Z
ALL TAX PARCEL NUMBERS
~
If exemption claimed, explain .. , .
m
rr,:IT ClIT!
Type 01 Document f- , I l
~~~:sO~~~ec~~::" I 51 ,~ D . 0 ~
Perfonal Propert~ (deduct) 2 J ~ CO. 00
Taxable Sale Price S I.. '. '
Excise Tax: Stote
Local3/ S
Delinquenllnlerest: 4 J Slate S
Local S
Delinquenl Penally: 4/Stalo $ J. S ";
Total Duo $
(SEE I.S ON REVERSE SIDE)
".....
AFFIDAVIT
IV I CERTIFY UNDER PENALTY OF PERJURY UNDER THE lAWS OF
TtiE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE
A~O CORR~T~(800 "'5,on, te~~rse for p~naltlfts), ; '.....',..,...
SiGNATURE,.... l
NAME (prlnl)__ r ~.; r T r"'" ',~ ~ r! L r.
DATE & PLACE OF SIGNING'__~O/.s~, C/<L!FORI'!IJI,
SPECIFY (cirCle): grRntorfgranlne/g'Rntor's agftnt/grantee'. agent
Addross of residonce or plnco of business of person aigning (spocify):
f'" 'I /'I c. rf' ,f" 'l;-.r
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. ~"~.~~; ,. ".' .
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FRANCHISE Al'PLlCATION FOR
AGIUCULTURAL IRRIGATION LINE
GARDINER BEACH nOAD
GA.B., INC., AI'PLlCANT
REQUEST
TIle request is to inslall, operate, and maintain a 4" gravity feed agricullural irrigation line
in the right of way of Gardiner Beach Road, County Road No. 502009. The request area
extends westerly approximately Yz mile from the Bandy residence at 760 Gardiner Beach
Road. Applicant stales that crossings at Schoolhouse Road, Gardiner Beach Road
will be pushed under the eXisling roads.
--...., ~
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Mark Huth
JEFFERSON COUNTY PROSECUTING ATTORNEY
Courthouse - P.O. Box 1220
Port Townsend, Washington 98368
Telephone (206) 385,9180 FAX (Z06) 385,0073
John S. AJcock. Deputy
\'(./nlcer H. Perry, Deputy
Shilron Thatcher, Deputy
August 11, 1992
Frederick Tuso
c/o G.A.B. Inc.
941 Gardiner Beach Road
Gardiner, Washington 98382-9999
Re: Franchise for Water Line
Gardiner Beach Road
Dear Fred;
In reviewing the file for this franchise, I noticed that the
permit granted by DOE was in conjunction with the "Jefferson County
Agricultural Research Center". The County has no such department
or office. Because I am concerned that DOE may have the mistaken
impression that the County is somehow involved or sponsoring this
project, I am not going to provide draft Findings and Conclusions
on this matter to the Board at this time. I will await a written
response from you and the Department of Ecology that there was no
misconception regarding the private, commercial nature of this
enterprise.
Please refrain from using "Jefferson County" in any future
commercial undertaking as I think the potential for misleading the
public is apparent even though unintended. I am sure you are aware
that the Board granted the franchise only after the DOE July 31,
1992 letter stated that the use of the water will not be
detrimental to the public. My concern is greater due to the
reference to funding in the DOE application and in that letter.
Please explain in writing what you refer to as "funding".
Sincerely.,
/51
MARK IIUTII
Prosecuting Attorney
MH:b
cc: Gale Blomstrom, Water Resources Supervisor
7272 Clearwater Lane, LU-11
Olympia, WA 98504-6811
Board of County Commissioners ~
Eileen Simon, PUblic Works vr
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Commissioners' Meeting Minutes: Week of January 27, 1<)92
Page: 2
Lois Smith review the duties of the supporl staff and try to assign them in such a way that the
/ new position be hired at the Senior Administr:Jlive Clerk level.
Recreation Director Warren Steurer reo Fees at the Swimmine Pool and Pool
Closure: Recreation Director Wmren Steurer came hefore the Board to discuss the revenue and
",.;penditurt's for tne swimming pon!. He ~tnted that he has just received: ,me new budget figures
and need to review them. He st:lled that a raise in user fees is heing considered. He will put
together more up-to- date infornwtion ami come back on February 3, 1<)92 at 10:00 a.m. to
discuss this further.
BUSINESS FROM COUNTY DEPARTMENTS
PUBLIC WORKS
BID OPENING re: One (I) Conveyor System ror lIandline and Sortine Recvclable
Materials: Public Works Director Gary Rowe opened and read the bid received on this conveyor
system.
BIDDER:
BID TOTAL:
I) Recycling Equipment Manufacturing, Airway Heights
$50,710.20
Commissioner Brown moved to have the Public Works Department check Ihe bid for accuracy and
acceptance under the DOE granl proposal and make a recommendation for bid award. Chairman
Dennison seconded Ihe motion which carried by a unanimous vote.
-*
HEARING re: Application ror Franchise; Aericultural Irrieation Line; Gardiner
Beach Road; Garv A. Bandv. Applicant: Public Works Administrative Secretary Eileen Simon
reported that this request is for installation and maintenance of a four inch agricultural irrigation
line on Gardiner Beach Road (extends 0,4 miles west from Rondelay Road) in Gardiner. The
Public Works Department reported that a 150% construction bond is necessary until the construc-
tion is completed, inspected and approved. 'his . rd ca waive the bond re uirement if it i
delerm' . the 'rantee has financial resources at e uate to u I e 0 I 'a lions un er e
Ise.
-
.J:!le Planning and Building Department ~commends apl(;ovJI based on the facl that this franchise
is in compliance with the Comprehensive Plan and Ihe ar iner Community Plan. PUD #1 has
water lines in the area and there would he at least two and possibly three 90 degree crossings of
water mains along the length of Ihe propo~ed project. Thcy also !>uggested thai Ihe applicant
could apply to use pun water since thcre arc conccrns regarding the source of the water and the
issuance of waler rights for this purpose.
Commissioner Brown slated thai this franchbe doe~n't addres~ the source of the water or the
water rights issue.
Chairman Dennison then opened the puhlic hearing for comments for or against Ihis fmnchise,
Frederick Tuso. Proiecl Director for Garv Bandv. submitted maps showing Ihe route of this
irrigation line as well as where Ihe culs and fills for the driveways and road crossings are located.
He reported that Mr. Dandy has applied for water righls for this project. A pond is the source of
~the water for this gravity flow, drip irrigation system.
il\if Mark Hull? sll.gg~sted that, the ~)epa~tl11ent of Ec()logy'~ waler .rights approval be grnnted l~efore
::l/.. the Iranch,lse ~s Issued. f.redenck ~ IIS0 sllggestcd that a :ondltllln he added to the fr~~c1l1se thai
~/7_ says Ihat It Will not be granted until the ater ' s arc Issued. Mark Ilulh askerl If PlJn water
7' i1'T was available? Fred Tuso ;,i1Swer<~d that it IS, )lIt t Jat Mr. Bandy wants 10 USt~ waler which has
~ had nothing added to it, Mr. B:lIldy would like an indepcndent system which docs not take away
from any other water right~. It is also a gravity flow (pas~ive) system while the PUD uses a
pumping system.
l\~~
18 i!,(: 0" 181
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,-ornmissioners' Meeling Minules: Week of January 27, 11)'J2
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Page: 3
Ruth Henshaw. property owner on Gardiner Beach Road, staleu Ihat Ihey would like III know the
specific source of Ihis water supply because their well is direclly he low this area. Freu Tuw
answered Ihat the waler origin ales from Ihe ponu Ihal is localed in Ihe clearing at Ihe west end of
Gardiner Beach Road. Mrs. lIenshaw ."aled Ihal Ihey have a 60 fOOl well ,md Ihey wanl
assurance Ihat Ihis pond will not effecl the rest of the water in Ihe area. Frederick Tu'o reported
Ihat this is a subterranean fed por'd that has heen in exislence fur several years. He added that he
knows personally Ihal il has been in existence for al leas I a year anu a half.
Harry Henshaw askeu if Ihey are uepenuing on the surface walcr to 1111 tbat pond? Fred Tuso
slateu that the pond was pumped lasl year and il is apparenl Ihat using only 24,000 gallons a year
will not make it run out of waler.
Chairman Dennison reported thai Ihe water rigllls issue is delermined by the State Department of
Ecology. All thai is heing requesteu from tbe County is Ihe use of G.,Ul1ty road rigbt-of-way for
the irrigalion pipes. The Prosecuting Attorney has reco/1lmenueu Ibal the County wait until the
water rights are issued to Mr. Bandy by Ihe Stale Departmenl of Ecology.
Mark Hulh stated thaI because this franchise has 10 be in the public interest and since there has
been conCern expressed by Ihe PUD duc to their walcr lines in Ihe area and citizens because of
the possibility of water con' , illation, it would be auvisable to ask for the granting of the water
rights before the franchise is approved.
Bob Leach, Manager PUD # 1 stated Ihat they don 'I have a particular ohjection to this franchise,
hut their concern is that having more waler lines in Ihe same area. This could make the
mainlenance on Ihe systems ml"e c'lmplicaled. lie reported that the water in the Gardiner system
is not treated in any fashion. The relJ)oval of waler fro/1l Ihe pond would be a surface water
right.
Chairman Dennison queslioned having two franchises in Ihe same area'! Eileen Simon reported
thai County franehises are nol exclusive. Fred Tuso said Ihal the lines will be installed on the
opposite side of the road from Ihe PUD water lines. Mr. Bandy has considered adding IWO more
tire hydrants on this line for use if necessary. Chairman Dennison asked if there would be
enough pressure on the line for fire hydrants? Fred Tuso reported that it should have enough
pressure from the drop and the size of the line.. Bob Leach'lIddcd that a fire hydrant on a line
that is less than six inchcs is not recognizcd by the firc insuranct: industry. TIlt:se lire hydrants
would only be for use if additional hydrants lIfC nct:dcd.
:10:
-.. The discussion continued regarding whethcr or not 10 considcr approving the franchise before tht:
water rights art: grantcd.
Frederick Tuso stated that Mr. Bandy will 110t pUI io the orchard if he doesn't get the water rights
for Ihis pond. He feds that using Iht: PUD walcr would be short term because lit some point
they may have to trcal Iheir waler ;llId hc docsn't want to use treated water on his orchard.
e-
Commissioner Brown movcd 10 continue this hearing until noticc is reccived from Mr. Bandy that
he has the surface walcr righls IIcccssary for this irrigatillll system. Chairman Dennison seconded
the motion which carried by a unanimous vote.
. . .
The Commissioners nlct in u briefing session with Community Services Director David Goldsmith.
PLANNING AND BUILDING
Adoption of Amendment 10 Ihe Inlerim Zoninl! Ordinance: Planning and Building
Department Director Craig Ward reportcd that Ihe interim zoning ordinan(;e has been amended and
the mllps hllve becn chllnged to include those mcas that Ihc noanl resolved as heing in the
commercial zone nt last weck's meeting. Eric Tm.ws, Assislanl Planner, reviewed the changes to
the text of thc ordinance.
;Ol
18 I~.(,' on
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TO Af'I'ROPRIATE f'Ul3LIC WArUi~, Of rill ~IAT[ UF WASHINGTON
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CHf)IJr'W WATER
$1000 1.1INIMUM STATUTURY EXAMINA! 'ON FEE HEU,JIRED WITH APPLlCATlOIJ
(GRAY BOXES rOR OFFICE USE ONLY:
APPOCATiONNO~a-3~~TI2<rft'rY -','t.dU ,._:.j;2;~/12]/~~~
APPLICANT S NAME PLEASE PFI,NT ,~~ f' "'" ;; le" 1., ~~~.
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URCE OF SUPPLY
IF SURFACE WATER - ---.------4-fl&'\'e-~J:1lS1Ildl1J~ If.WElij.lU1!ln
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38. IF NOT IN PLATI.EJ2...~Q!'.ERl!___.
ON ACCOMPANYINQ SECTION MAPS ACCURATElY MARK AND IDENTIFY EACH 1"0lNT OF DIVERSion SHOW
NORTH-SOUTH AND ;:AST.WE$T DISTANCES rAOM NEAREST SECTION COflNf:R Of~ PROPERTY COHNF.R
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ALSO. ENTER BELOW THE DI~ FROM THE NEAREST SFCTION Cd~ pnOPHHY COf...!\EI~ TU TH[ DIVrf~SION o,~ WITHDHAW^I
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5. ,LEGAL DESCRIPTIONOFPROPERTYON WHICHWATERIS TOE3EJ.I.~_@,
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DESCRIPTION OF SYSTEM PROPOS OR INSTALLED
IFOR EXAMPLE SiZE OF PUMP CAPAC' TV OF PUMP PUMP MOTon HORSE POWER, P'PE D'AMETER "UM8ER '2F ~P~',N'/f''S ETC I""l,.1:
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REMARKS ..
7. "'ti\.:\~ i'O I>. ~1V<i::r~-\t()r0 pf.l.o'J et..-t" cf J ~~St>~ (!.e..,...:t',-\ A<<\t'2.(.eu\.tu~\
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t>i(2..Lc:to~ ~JL€.(>R.u..VL\b'?D ('iQuQ$ e-K\P<LP[~ {2QU{~ A..:s.,A.P.
'8. COMPLETE THIS SECTION ONLY IF THIS
APPLICATION INCLUDES IRRIGATION AS A USE
~lL.13;b~ {)I.. letr--.,&lIn;>\.t.i1, fua-n."..,t. ". - . - . . . ' J.CJ)..~
~~~~~~A 3.1~~~~E ~U!tl;;A~~~~'~I~~~g~:~g-~U'~~T~E:S E UMBER 59. HE FAMILY FARM WATER ACT WHICH WAS PASSEO BY THE VOTERS ON
OOES THE TOTAL NUMBER OF ACRES IN WHICH YOU HAVE CONTROLLING INTEREST IN THE STATE OF WASHINGTON EXCeeO 2000 ACRES FOR THE FOLLOW.
ING THREE CATEGORIES:
1. lANDS THAT ARE BEING IRRIGATED UNDER WATER RIGHTS ACQUIRED AFTER DECEMBER e. 1977
2. LANDS THAT MAY BE IRRIGATEO UNDER APPLICATIONS NOW ON FILE WITH THE DEPARTMENT OF ECOLOGY
3. LANDS THAT MAY BE IRRIGATED UNDER THIS APPLICATION
YES 0
YES 0
YES 0
..ogJ
..05.(1
NO~
"
IF 10 ACRE.FEET OR MORE OF WATER IS TO BE STORED AND/OR IF THE WATER OEPTH Will BE 10 FEET OR MORE AT
THE DEEPEST POINT. A ~T()RAGE PF:AV1T MljST ~E Fit F.n IN ADDITION Tn fH!C; PERMIT THESE' FOR~S ~AN!:IF: SECURED
TOGETHER WITH INSTRUCTIONS, FROM THE DEPARTMENT OF ECOLOGY
i t>~:r<..cl'" t)lY<s.c..\;oR.. .+:~~ -w s-u]1t.:
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I FOR OFFICE USE ONLY
!
R.D.
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STATE OF WASHINGTON
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DEPARATMENT OF ECOLOG Y
This is 10 ('I'f/ll\, Ili.ul hlll'j' /' IIIff/IIII'r! rhu 111'1'{/f'alf,.'n/ll.l:t',ht'1' \"/Ih ,ht' (1(,(f/1I1{ljJnyin,~' 1I1ar.( lUl" dala,
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CHRISTINE 0, GREGOIRE
DireclOr
STATE OF WASHINGTON
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DEPARTMENT OF ECOLOGY
7272 Cle.mwJter LJne. LU-II . Olymp'J, Wdshmgton 'JH504-f>8" . (1()tj) 753.2351
Hay 19, 1992
GA Bandy
941 Gardner Beach Rd
Gardner Wa 9B382-9999
Rez Request For a Temporary Permit to use Water for & Ona Time Project
in conjunction with surface Water Application No. S2-28387
Dear a.A. Bandy.
On January 24, 1992, you filed Surface Water Application No. S2-28387 to secure
rights to divert .0001 cfs from an unnamed pond for irrigation of 12 acres. Ths
purpose of this diversion is for a demonstration project for the Jefferson County
Agricultural Research Center and is funded from January 1, 1992 through
January 1, 1994. The point of diversion from the unnamed pond is located within
the NW~ NE~ of Section 33, T. 30 N., R. 2 W.W.H., Jefferson County, Washington.
The request for a temporary permit to use the water was received with the
application.
Under the provieions of Chapter 90.03.250 Revioed Code of Washington, ths
Department of Ecology may issue a temporary permit for diversion of surface
water, to enable an applicant to undertake a project of short term duration.
This litttar ~arvli:l. au a teliaporary permit, which is iWMUdd subject to t.ile
following conditions.
1. The effective date of thie temporary permit is Hay 19, 1992.
2. This temporary permit authorizes the diversion of .0001 cfs for
irrigation of 12 acreo, and shall only be used for,the Jefferson
County Agricultural Research Center Demonstration Project within the
legal description deecribed below.
The NW~ NE~ of Section 33, T. 30 N., R. 2 W.W.H., (lese road right
of way) aloo that portion of ths SW~ NE~ lying north of the Old
State Highway.
3. The normal irrigation seaoon in Weotern Washington is Hay 1 through
october 1. This tomporary permit authorizes use of wators from tho
unnamed pond for irrigotion from. Nay 1 to October 1 aach yaar,
until axpiration.
A copy of your application hae been oent to the Washington State
Dapartrllente of Fiaherisu and Wildlifo for commont:. and review.
Please contact the Department of FiSheries, 11S General
Administration Building Olympia, Washington, 98504, Attention.
Habitat Management Division, (206) 753-6640, or the Department of
Wildlife, 600 North Capitol Way, Olympia, Washington, 98504,
Attention. Habitat Management Divioion, (206) 753-3318, to obtain
specified requiremants for your project.
4.
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G A Bandy
Kay 19, 1992
page 2
This temporary permit use permit expires on Kay 19,1993, unless sooner revoked
by the Department of Ecoloqy. This temporsry usa permit may be considerod for
an extension if a written request justifying an extension ia made at lesst 30
days prior to permit expiration.
GB.VW.pz
cc.
Vicki Windust
Temp. Permit rile
82-28387
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sincerely,
Gt:::st~
Water Resources supervisor
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July 31, 1992
G. A. Bandy
941 Gardner Beach Road
Gardner, WA 98382-9999
Dear Mr. Bandy:
Re: Temporary Surface Water Use Permit No. 52-28387
I am writing this letter to clarify the Department of Ecology's
position on the above referenced temporary use permit. On
January 24, 1992, you applied for a surface water permit to secure
rights to divert .0001 cfs from an unnamed pond for the purpose of
irrigation.
Due to the length of time currently required to get a formal water
right permit, a temporary use permit was issued that authorizes the
applicant to construct the delivery system and use water for the
irrigation project in conjunction with the Jefferson County
Agricultural Research Center.
The Department of Ecology authorizes temporary use permits only
when we can determine that water is generally available, will be
used beneficially, use will not impact existing rights or be
detrimental to the public. This office understands that this
project will continue after the short duration of funding has
expired, and that the applicant wishes to secure formal rights to
utilize water from the unnamed pond for irrigation purposes.
Although the temporary use permit issued to the applicant is not a
formal permit, this office does not anticipate any problems in
issuing a formal permit at a later date.
I hope this letter clears up any questions relating to the
authorized use of waters from the unnamed pond. Please contact me
in Olympia at (206) 753-2977 if you have questions.
Sincerely,
~l~m~
Water Resources Supervisor
GB:VW:pZ
cc: Vicki Windust
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FRANCHISE APPLICATION FOR
AGRICULTURAL IRRIGATION LINE
GARDINER BEACH ROAD
GA.B., INC., APPLICANT
REQUEST
The request is to install, operate, and maintain a 4" gravity feed agricultural irrigation line
in the right of way of Gardiner Beach Road, County Road No. 502009. The request area
extends westerly approximately 1/2 mile from the Bandy residence at 760 Gardiner Beach
Road. Applicant states that crossings at Schoolhouse Road, Gardiner Beach Road
will be pushed under the existing roads.
Franchlao: Schol'lnlold flttluflnt Hne, Glun JIlY Lnno
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of:
,RESOLUnON NO. 1-9~
Nollce of Hearing on
Application for Franchise-
Gary Bandy
NOTICE IS HEREBY GIVEN that
Gary Bandy has med an application
w~h the Board of COunty COmmission-
ers of Jefferson County, Washington.
for a franchise to construct, operate
and maintain a wate'r line for agricul-
tural Irrigation purposes, authorized
under Titla 56 RCW, including those
common under Trtle 56 and 57 par
56.20.015. consisting of installation and
servicoconnections ~pon. undor,ovor,
across and along the rights of way of
the county roads of Jellerson County,
Washington. 'more particularly de-
scribed as follows:
County Road No. 502009, Gardiner
Beach Road.
The Franchise Application Is for a
p,eeriod of twenty-five (25) years.
The Board of County COmmissioners
of Jellerson County. State of Wash-,
Ington, has fixed Monday, the 27th day
of January, 1992, althe hour of 10:45
a.m. o'clock In the OIIice of the County
Commissioners, Jefferson County
Courthouse, Port Townsend, Wash-
ington, as the time and place for the ,
hearing on said application. Such heOf-
Ing may beadjournedfrom time to time
by order of the Board. Allar such hear-
Ing the Board will take such action wllh
reference to the application, as the
Board shall deom appropriate for the
public Inter"st. "
DATED THIS 6th DAY OF Janu-
~~F~~~SON COUNTY BOARD OF '
COMMISSIONERS
Larry W, Dennison, Chairman
BoG. Brown, Momber , "
Richard E. Wo~, Member
SEAL ' , .
ATTEST: ',C
Lorna L. Dolanoy,
Clork of tho Board 1224 1-22
Affidavit of PUbfication
STATE OF W ASllL"iGTON)
SS
COUNTY OF JEFFERSON)
FRANK W. GARRED. being swam. says he is the publisher
of the Port Tov.rnsend Jefferson County Leader. a .....eekly
newspaper which has been established. published in the
English language and circulated continuously IlS a weekly
newspaper in the town of POI1To.....nst...nd in said County and
State, and for general circulalion in said county for more
than su (6) monlhs prior to the dale of the fIrst publication
oflhe Noticeherelo .attached. and thaI the said PonTo\.VJ1SCnd
Jefferson County Leader was on the 27th d.ay of June 1941
appro\led as a legal newspaper by the Superior Coun ofs.1..id
Jefferson Counry and t..h3t annc:\ed is a true copy of the
Resolution #1-92
Notice of Hearing on
application for Franchise
Gary Bandy
as it appeared in the regular and entire issue of S:1id pnper
itself nol in a supplement thereof for a period of
~con....ccuti\le weeks, beginning on the---..l.5..t.b
dayoC January ,19~,andendingonlhe
22nd dayor Janu~,19-2l.... and
Utat said new!-o-papcr was regularly distributed to its subscrib-
ers during all of t11is period. TIl:U the full amount of
S8B.20 hasbecnpaidlnCull,llllheraleoCSO'flIl
per column inch Cor ead~ion, ,() $ 6 . 30
. _11?/! IJ Y:c'AAeI
Publisher
Subscribed and Sworn to before me this ~ day of
January .19..21... ,I
j) '.' I {,)(/" i
( ,I', .-< t / 1- . (,/!-.. /,Yt'/
NolI1ry Public in n d for the Sllllc of Washington. 1
/ rc.siding at Pan lI11dloc~.
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Public Utility District #1
UI ,Jc'!;(:r;::;()f'( (>)I_Hll/
January 3, 1992
Eileen Simon
Jefferson County Public Works Department
P. O. Box 1220
Port Townsend, WA 98368
k'1 !'c L;' It: ~ V li,:;.
JAN 06 1992
-" ,;..:
Re: Franchise request G.A.B. Inc.: Gardiner
JEFFEFiSOhl COUNT
OIIRI 1(""' \l'/nn'l'r'" ---
Dear Eileen:
The franchise requested by G.A.B. Inc., for an agricultural water line, if approved, would
allow for the construction of a parallel water line to the PUD's 8" diameter facility located
on the northerly side of the roadway. There would be at least two and possibly three 900
crossings of other PUD 6" and 8" watermains along the length of this proposed project. The
installation of a private water system, even though for agricultural purposes, presents
opportunity for damage to their system by our workers and reverse. From a maintenance
and operations standpoint, it would be better to have but one line or at least have both
"utilities" under the same, coordinated management.
Along with these physical plant considerations, I have concerns regarding the source of
water and the issuance of water rights for the proposed purpose. If the source is a spring,
then surface water rights will be necessary for any amount of withdrawal; if the source Is
a well then ground water rights will be necessary for any amount of withdrawal if more
than one half acre is being irrigated. Currently, the issuance of water rights is taking 18 ..
24 months if there are no complications.
One solution that might be more timely for the applicant would be the purchase of bulk
water from the PUD for the same purposes. To date, we have not been approached and If
we were, the PUD Commission would have to weigh the advantages and disadvantages of
selling a relatively large volume of water for non-domestic purposes.
In summary, we do not object to the granting of the franchise but do recognize the
additional maintenance and operation difficulties presented by utility overlap. Given the
timing of water rights processing, It may be prudent to delay or condition the granting of
the franchise until such time as water rights are approved by the State of Washington. If
you have any comments or concerns regarding this issue, please don't hesitate to call at
any time.
Sincerely,
~~~~/
Robert A. Leach \
District Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E . Dlfecfor
Robert G. Nesbitt, P E.. County Engineer
TO: Gardiner Community Center
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: G.A.B., Inc., Applicant
DATE: January 9, 1992
Please post the enclosed "Notice of Hearing on Application for Franchise" in a conspicuous
place on the main bulletin board in the Post Office and leave posted until January 27, 1992.
S ~I e....,--:-, so swear and affirm that on the I.i'~ day
,1991, I posted the abQY..e noted "Notice of Franchise Hearing" on
munity Center.;8tJ.~'-"'7UJ iSo"",,,,,
v~ 4' v4.c
Signature
""'-I..~di", ~ ~~'.ud Lt", LLCJ
Title
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jetlerson Streel
P,O, Box 1220
Port Townsend. VIA 98368
(206) 385,9160
Gary A. Rowe. P.E., OJreclol
Robert G. Ner.bitt. P.E.. County Engineer
January 21, 1992
Bob Leach
Jefferson County P.U.D. #1
P.O. Box 929
Port Hadlock, WA 98339
Dear Bob:
A public hearing has been scheduled by the Jefferson County Board of
Commissioners for January 27, 1992, at 10:45 a.m. in their chambers at the Jefferson
County Courthouse. This hearing is for a franchise request to install, operate, and
maintain a 4" gravity feed agricultural irrigation line in the right of way of Gardiner
Beach Road, County Road No. 502009. The P.U.D. has expressed some concerns
about this proposal; you may wish to attend this hearing.
Sincerely,
{dLaa--
E.D. Simon
Administrative Assistant
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.JEFFERSON COUNTY COIJRTIIOIJS,.) EFFER::i Uloo,j CUUNl
DIIRI Ir IM('lP!ofC- .......-
.JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
('rai)!. \Vant. I )in'<'tnf
MEMORANDUM
TO:
Jefferson County pUblic Works Department
DATE:
January 21, 1992
SUBJECT: Application of Franchise for Agricultural Irrigation
Line; G.A.B., Inc.
This department submits the following comments:
1. The proposed project appears to be in compliance with the
Jefferson County comprehensive Plan and the Gardiner community
Plan, therefore recommends approval.
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Clerk or the lIoard (
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DAY OF
RESOLUTION NO. 1-92
STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of:
x
Notice of Hearing on x
Application for Franchise - x
Gary Bandy dba G.A.B., Inc~ x
NOTICE IS HEREBY GIVEN that Gary Bandy has filed an application with
the Board of County Commissioners of Jefferson County, Washington, for a
franchise to construct, operate and maintain a water line for agricultural irrigation
purposes, authorized under Title 56 RCW, including those common under Title 56
and 57 per 56.20.015, consisting of instal1ation and service connections upon, under,
over, across and along the rights of way of the county roads of Jefferson County,
Washington, more particularly described as follows:
County Road No. 502009, Gardiner Beach Road.
The Franchise Application is for a period of twenty-five (25) years.
The Board of County Commissioners of Jefferson County, State of
Washington, has fixed Monday, the 27th day of January, 1992, at the hour of 10:45
a.m. o'clock in the Office of the County Commissioners, Jefferson County
Courthouse, Port Townsend, Washington, as the time and place for the hearing on
said application. Such hearing may be adjourned from time to time by order of the
Board. After such hearing the Board will take such action with reference to the
application as the Board shall deem appropriate for the public interest.
DATED THIS 6th
Januarv
,1992.
JEFFERSON COUNTY
..".. BOARD OF COMMISSIONERS
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
COUNTY COURTHOUSE
PORT TOWNSEND, W A 98368
(206) 385-9160
Attached is a description of a proposal for franchise. Please return any comments you may
have to this department by January 17, 1992.
If you have any questions on the proposed franchise, please contact this office.
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FRANCHISE APPLICATION FOR
AGRICULTURAL IRRIGATION LINE
GARDINER BEACH ROAD
G.A.B., INC., APPLICANT
REQUEST
The request is to ins taIl, operate, and maintain a 4" gravity feed agricultural irrigation line
in the right of way of Gardiner Beach Road, County Road No. 502009. The request area
extends westerly approximately Y, mile from the Bandy residence at 760 Gardiner Beach
Road. Applicant stales that crossings at Schoolhouse Road, Gardiner Beach Road
will be pushed under the existing roads.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
MEMORANDUM
TO: Gary Rowe
FROM: Eileen Simon
DATE: December 31, 1991
SUBJECT: Bandy franchise
Gary, attached is a summary of Gary Bandy's request for franchise for an agricultural
water line. I have written the following report for Public Works. Do you have any
additional comments or information which should be included? Should I check with
Bob Nesbitt? Thanks.
*******************************************************_....*....*....**._..*
Jefferson County Department of Public Works had the following comments:
A)
The request area lies in Sections 33 and 34, T30N, R2W. The Gardiner
Beach Road is surfaced with LBST. In the area covered by the proposed
franchise, the right of way is 30' from the center line. Old Schoolhouse
Road's right of way is S,e' in width.
100'
A construction bond shall be provided in the amount of 150% of the
construction cost. An estimate of the construction cost shall be provided
by the applicant. This bond is required until all work is completed and
inspected by the County.
In accordance with Section 19 of Jefferson County Franchise Ordinance
2-81, a surety bond or other collateral in the amount of $ 'J-5,000
shall be provided to Jefferson County. This bond may be waived at the
discretion of the Board if it is determined that the grantee has financial
resources adequate to fulfill its obligations under the franchise.
B)
C)
D)
A utility installation permit is to be obtained from the Jefferson County
Department of Public Works prior to commencement of any work.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jeffer50n Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Ro~e. P.E.. Dlfecrof
Robert G. Nesbitt, P,E., County Engmeer
MEMORANDUM
TO:
E.i} f:'P!:.
FROM:
Bob Ne.sb it t
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DATE:
:r0l!.1.le<ry 9 I
:q9?
SUBJECT:
Wat~r Jine 2rijarerlt ~o \~~rrl~~1P!' 3f-'~C~ ?OH~
approve of
require!'1ents.
the
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1. Line lTIllSt be in the ctitrhli.!'ll':' or nn h,:;(~~, (:'f I.lir(~l:.
2. Line IT'.ust be a mi!1im1.1];'. dept!-:. (1f ~~(-..ll ht:o>}nw bottn~r. o~ 6i'.:(:--..
3. Trench bRCkf .11.1. must hI-? c"~n~n.ctf:.(l r'lY l11J.';>rhrl~'\ 1(-a.1 tamf1~"'rs :lot b,:/
wheel rolling.
4. All damage to !'oad must ~IP r'p~-)"l:l"F-'(l '~1:".(1 ,<"'P~'(1'.;,:.,l r'l,/ 1....(H,nt.~.
5. Trench b.qckfil1 m2teri,~.} ..,nL;. h.-::" s.~le'::t back!:'::] f0!" \"'2t~1" .1i!"1e---:
4S rp,qnjrecl .in Statl? St~-!.:..6.,:-jr{1 '---";r\~~(~if1(~;--ltlnn fn'" f~c','1rl t:_~ri(lCJ':? Ri'!(\
Munjcip~l Cnnstruction.
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.'.;;~ ~~r"~f:,~J': '"f.,"" PLANNIN::~::~~;D~;~:::ARTMENT
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"1'1'; ,.~- *,.. :e~r~~~ i"~ h"""" rill:". f;,y. ~ ~ ' . --
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,I r.',;)"'~:~~ "1lJ~ ,..' '~$'" JAN 10 1992 I'lallllillg (~"';):lH,.!II,ln
___...~ :"'?'~~1..;,~~!:1t...!__::~-L _~.-~ "-:;}~. . Building (:!Oti) :iH;d 1I ,1 I
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./EFFERSON COUNTY C(JlIRTIIOUSIPIIRI If' IMnpVC' .....r
MEMORANDUM
TO:
Jefferson County Public Works Department
DATE:
January 10, 1992
SUBJECT: Application of Franchise for Agricultural Irrigation
Line; G.A.B., Inc.
This department has no comment.
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FRANCIIISE API'LlCATION f'OR
AGRICULTURAL I!UUGATION LINE
GAIWINER IlEACII ROAD
G.A.II,. INC., AJ'I'LlCANT
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The request is to install, operate, and mainrain a 4" gravity Ceed agricultural irrigation line
in the right of way of Gardiner Beach Road, Coumy Road No. 502009. The request area
extends westerly appro,umatcly Vl mile from the Bandy residence at 760 Gardiner Beach
Road. AppHcant states that crossings at Schoolhouse Road, Gardiner Beach RO:J.d
will be. pushed under the existing roaus.
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MEMORANDUM
TO: Assessor's Office
FROM:
Eileen Simon
DATE: December 30, 1991
SUBJECT: County property on attached
JEFFERSON COU NTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, \VA 98368
(206) 385-9160
Gary A. Rowe, P.E., Dlfector
Robert G. Nesbitt, p, E., County Engineer
The attached P.U.D. map shows a 20' strip of land which is has labelled as "County
Property". Can you confirm whether this is the case? Thank you.
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J,\rJ - 2 1992
JEFFERSON t.:uurm /lSSESSOR
JACK WESTFflM^~1 m
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DEED RECORD 104
JEFFERSON COUNTY
R. S. $1.00 cancelled
T:nS Hlllj,il'L'UllE, I;mde this Fiftoenth day of June in the yellr of our Lord one thou-
sand, nine hundred Thirty-four
BE'L'W~Ei.r GAHDHl.m TII';:BE!l I\: LAHD COid'AIIY a corporation dUly organized and existing
under llnd by virtue of' the laws of the State of Viashington, party of the first part, and
Hennan Cohn party of the second part,
',II'L'NESSETH, 'rhat the said party of the i'irst part, for end in consideration of the
sum of Seven Hundred and Fifty (::~750.00) Dollars, Gold Coin of the United States, to it
in hand paid by the said party of the second part, the receipt whereof is hereby acknow-
ledged, does by these presents grant, bD.r~a1n, sell, convey and confirm unto the said
party of the second part his heirs and assigns, the following described tract lot or par-
cel of land, situate, lying and being in the County of Jefferson State of Washington,
and particularly bounded and described as follows, to-wit:
The North 1/2 of the West 1/2 of' the Northeast 1/4 of the ~ortheD.st 1/4 of Sec. 33;
Twn. 30 N.; R-2 W. W. 1.1. said to contain Ten acres more or less aecording to Government
survey thereof, except twenty f'eet on North side anrl twenty feet on West side reserved
for Half of Public Road.
TOGETHER with the tenements, hereditaments and appurtenances thereunto belon,;ing or
in an~vise appertaining.
'ro HAVE AND TO HOLD the said premises, with tenements, hereditaments and appurten-
ances, unto the said party of the second part his heirs and assiGns, FOR~VER.
AND the said party of the first part, its successors or assigns, does by these
presents covenant and agree to and with the said party of the second part his heirs and
assisns, that it is well seized in f'ee of the lands and premises aforesaid, and has good
ri5ht to sell and convoy the same and that the srone are free from ell encumbrances ex-
cept
And the said party of the first part, its succensors or assigns, all and singular
the premises horoinabove conveyed, described and granted or mentioned, with the ten-
ements, hot"ullitnJnonta and appurtonances unto tho fluid party 01' tho socond part, his heirs
and a<lsigns, against all and every
pernon or persons whonwoover lawfully claiming or to
claim the some,
be
or any port thereof, shall und will WARHAlJT and POREV~1 DEFEND.
IN WI'l'NEe>S Wlm1\~OI<', the s 01 d party of
subscribod by its President,and
its Secretary, the day and yoar firnt above written.
Witness to Signaturos:
tho f'irst part has caused those prosonts to
its corporato soal to be hel"eunto affiJted and attostod
by
(CORl'OHA'l'E S;,AL)
(
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Its Secretary
Gardner Timber & Lund Co.
By II B Gardinor
Its President.
Attost:
Gardinor Timber & Land Co.
By L. A. Clouse
STATE OF WASHINGTON,
COUN'J,'Y or JEFJi'l'.nSON
On this 15th day of' June, A D 193A b
.. w, ef'ore me personnlly npponrod J'.
L 1 B. Gardner
. A. C10UDO to mo known t b th
o e e Presj,dent nnd SecrotRl'Y respectivoly of' th G d
Tl 1'1 'L 0 zar ner
10 e1' ," and Company n corporation tho corporution thut executed the withi d
j t n un f'oregoin
,ns ,rUlnont, and aclcnewled!ied the said instrument to h tl
e 1e f'roe und voluntary act and dee
SSe
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70351-3
DEED RECORD-No. 102
WASHINGTON
JEFFERSON COUNTY, :=
,.,,,,,,,,,, ~~~ co...."'_ '...nu, IH".u
HEAL I:;::i'l',vfE COJl'L'IU,C'l'
b otvle ar. GA!'li';lc.H TIMBER l:. L.:'.,J,rn
IT IS IlE!UT3Y ],tU'l'UALLY ACHEC::D, hy ond .... CO;,l?ANY the purty
of the f'irst port and l!erman Cohn the purt;! of the second pnl't, that the said ~al't:r of' the
f'ir'Jt )Jort will 81"11 to said par.ty ot' the sf3cond p/ll't, his hei:t>s or assib!1s, t.~e said
"oid pal,t" of the fir t
~ J S part, the i:t> hell's, e 7--
lot, tract, or parcel of land sl t-
party of the second part will purchLuJe of'
ecutors or administrntors, the followinF, described
uated in ,TEFFERSOH County, State of Washi!)f;ton, to wit:
The North 1/2 of the \'lest 1/2 of the Northeost 1/4 of the Northeast 1/4 of Sec. 33
Tvm. 30 N. R-2 \'/. 1'1. M. said to contllin Ten Acres more or less according to Govern.":lent
survey thereof, except twen ty feo t on Hort.~ s ide and tlYenty feet on \'lest side reserved
for Half of Public Hood with the nppur tenances thereunto belonging, on the follo\'1ing terms
1st. The purchase price for said land is Seven Hundred and !"ifty (i$750.00) Dollaz.s
of which the sum of Fifty (;;50.00) Dollars has this day been paid as earnest, the receipt
whereof is hereby acknowledged by said purty of the first part; and the further sum of
Tvrenty-f'ive (~i25.00) Dollars to be paid on or be.fore the Tenth day of each succeeding
month until the said purchase price has been paid in full \Vith interest thereon from
this date until paid at the rate or six per cent per ann~
2d. The party of' the second part shall also pay all taxes and a Ssessments which
mny be levied or may accrue a[;ninst sllid lands, or any part thereof, from tl1.is da,..
3d. Said land to be conveyed by a good and sufficient deed to said party of the
second part when said purchase price shall have been fUlly paid.
4th. Time is the essence of this contract, nnd in case of failure of the said
party of the second part to mnke oi ther of the payments or perform any of the covenants
on his part, this contract shall be f'orf'eited ann determined at the election of the said
party of' the first part and the said party of the second part shall rorfe1t all payments
made by him on this contract, and such paymonts shall be retained by the said party 01'
the firs t part in i'ull sa tisi'ac tion and 1iquida tion of' all damages by them sustained;
and they shall havo the ri~ht to re-enter and trucD possoss10n of said land and premlRes
and every pnrt thereef
'IIIT'HESS our hands
(\~d sellls in duplicnt.e this !':l/;htll dny of Septomber A.
Signed, Sealed nnd DeliVered in
D. .J:fa
(SEAL)
( S lli\L )
Presence of
GUI-clnor Timbel'
&. Land Co.
II. 1'. GUI'dner
Horman Cohn
President
-_....
Filed for Record at the
in Volume 102 of' Deeds, Page
II.
Hequeot of' OI'anteD July' 3;), lD33, at )f:t~ M., and recorded
637, Reeol'elo of' Je1'i'or:Jon COUll Ly, Wnshington.
E. Anderson, County Auditor
, ,
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Hecorded~Indoxod ?l/Pl'OOi' nOa(l~
By
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe. P. E.. Director
Robert G. Nesbitt, P.E., County Engineer
TO: Dave Grove
Port Townsend Clerk-Treasurer
540 Water St.
Port Townsend, W A 98368
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise I-Iearing: G.A.B., Inc., Applicant
DATE: January 9, 1992
Please post the enclosed "Notice of Hearing on Application for Franchise" in a conspicuous
place on the main bulletin board in City Hall and leave posted until January 27, 1992.
, so swear and affirm that on the I() C$; day
o ,]99], I posted the above noted "Notice of Franchise Hearing" on
the am buIle~ll ~n the lobby of City Hall,
~~,-
David Grove
Clerk-Treasurer
City of Port Townsend
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385'9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Garv A. Rowe, P.E., Director
Roben G. Nesbitt, P.E., County Engmeer
TO: James Espenson, Postmaster
United States Post Office
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: G.A.B., Inc.
DATE: January 9, 1992
Please post the enclosed "Notice of Hearing on Application for Franchise" in a conspicuous
place on the main bulletin board in the Post Office and leave posted until
January 27, 1992.
I, ""&rtl.:c~ K. GSPP/1SCo1.-1 ,2 so swear and affirm that on the ~ day
of-JA lo..'l.)iI.$'...J ,199)',1 posted the nbove noted "Notice of Fmnchise Hearing" on
the main bulleWn board in lobby of the Port Townsend Post Office.
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Postmnster I
U.S. Post Office
City of Port Townsend
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385'9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbirt. P.E.. County Engineer
TO: Mary Gaboury
Jefferson County Auditor
-FReM: Eileen Simon "".,..--'
'Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: Gary Bandy, Applicant
DATE: January 9, 1992
RICI''''.
J~N 13 199Z
'A".RY E. ~~
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Please post the enclosed "Notice of Hearing on Application for Franchise" in a conspicuous
place on the main bulletin board in the Courthouse and leave posted until January 27, 1992.
I, Mary E. Gaboury ,so swear and affirm that on the 13th day
of January ,1991, I posted the above noted "Notice of Franchise Hearing" on
the main bulletin board in the Courthouse.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jeflerson Street
P,O, Box 1220
Port Townsend, W A 98368
(206) 385,9160
Gary A. Rowe. P.E.. Director
Robert G. NeSbitt, P.E., County Engmeer
TO: James Espenson, Postmaster
United States Post Office
Port Townsend, WA 98368
FROM: Eileen Simon
Administrative Assistant
Jefferson County Department of Public Works
SUBJ: Notice of Franchise Hearing: Pope Resources, Applicant
DATE: February 18, 1992
Please post the enclosed "Notice of Hearing on Application for Franchise" in a conspicuous
place on the main bulletin board in the Post Office and leave posted until
,q..-.zc4 rJ~ /?P~.
,
I,James K. Espenson ,so swear and affirm that on the ~C} day
of ~ eo r u a r Y ,1992, I posted the above noted "Notice of Franchise Hearing" on
the main bulletin board in lobby of the Port Townsend Post Office.
trch'tJU14" ~1,~,J
ostmaster
U.S. Post Office
City of Port Townsend
~
FfB 1992
RECEIVED
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T 01 BOLING FRANCHISE:
ROAD (WATER LINE)
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ACCEPTANCE OF FRANCHISE TERMS AND CONDITIONS
I hereby accept the terms and conditions specified under Ordinance No. 2-81, for
a Non-Exclusive Franchise granted to SAM BOLING for construction, operation and
maintenance of a WATER LINE along and across the county roads rights of way
described in Resolution No. 116-90, approved by the Board of Jefferson County
Commissioners on the third day of December, 1990.
Dated this
day of
,1992.
Applicant: SAM BOLING
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--ur ({ (I P I C{ Jil ( 'c'
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Boling Franchlaa: BI/lck PoInt ROIId
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of
x
RESOLUTION NO. 116-90
Granting a Non-Exclusive Franchise x
On County Road Rights of Way to x
Sam Boling on Black Point Road x
WHEREAS, an Application for non-exclusive Franchise has been submitted by SAM
BOLING, a true copy of which is attached hereto, for the purposes set out in the said
application, and
WHEREAS, hearing on the said application was held before the Board of County
Commissioners of Jefferson County, Washington, on August 13, 1990, at the hour of
10:30 a.m., pursuant to the provisions of RCW 36.55, after notice given as required by
law, and
WHEREAS, it appears to be in the public interest to grant the said non-exclusive franchise
request, based on the following findings of fact and conclusions:
1) The proposal is consistent with the water requirements of the Brinnon Area
Community Plan and the Jefferson County Comprehensive Plan;
2) Provision will be made through a bond to insure maintenance and repair of
the county road system as it relates to construction and operation of the
water system;
3) The water system will form an integral part of the fire protection services
available for future development in the area; and
4) The proposal is reflected in the application filed by Mr. Boling on July 18,
1990, which is incorporated by reference herein.
NOW THEREFORE, IT IS HEREBY RESOLVED that a non-exclusive franchise be and it
is hereby granted to the applicant named above (GRANTEE) for a period of twenty-five
(25) years from the date of this Resolution, to construct, operate and maintain a water
line, authorized under Title 56 RGW, including those common under Title 56 and 57 per
56.20.015, consisting of Installation and service connections upon, under, over, across
and along the rights of way of the county roads of Jefferson County, Washington, more
particularly described as follows:
That portion, as shown on Exhibit A, of the county road known as Black Point
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Road, County Road No. 242609, lying in Section 15, Township 25 North, Range
2 West, W.M.
This non-exclusive franchise is granted upon the following express terms and conditions:
(1) The said GRANTEE, its successors and assigns, shall have the right to enter
only upon the above-described rights of way for the purpose of constructing its
facilities and for operating, maintaining, repairing and using those facilities.
(2) The terms and conditions of Jefferson County Ordinance No. 2-81, an
ordinance prescribing terms and conditions for franchise agreements granted by
Jefferson County, are incorporated herein by reference and made a part of this
Resolution. The GRANTEE, for itself, its successors and/or assigns, expressly
agrees that it will strictly comply with the requirements of the said ordinance and
any amendments thereto. The GRANTEE understands and acknowledges that the
ordinance requires him to obtain a permit from the County Engineer before doing
work under this non-exclusive franchise, the GRANTEE shall comply with all
conditions of said permit and ordinance, and performing other actions relating to
the franchised matter.
(3) The GRANTEE shall submit a facility plan to the County Planning Department
for review of all new proposed facilities exclusive of all service connections and
appurtenances. Construction permits shall not be granted until determination by
all appropriate County departments that the facility plan complies with the county
comprehensive plan.
(4) The County Engineer having recommended, and the Board of County
Commissioners having set and approved the amount of Eight Thousand Dollars
($8,000.00) for a surety bond pursuant to Section 19 of Ordinance 2-81. The
GRANTEE shall obtain and execute with a corporate surety such bond and furnish
it to Jefferson County to insure GRANTEE's performance of all obligations under
this franchise and requisite permits. This amount is based on the GRANTEE's
representation in the application of eight hundred (BOO) feet of eight (B) inch
diameter Class 200 PVC pipe.
(5) The GRANTEE shall commence construction work under this non-exclusive
franchise only after the effective date hereof, and after first securing necessary
approvals and permits from the Department of Public Works.
(6) The full acceptance of this non-exclusive franchise and all its terms and
conditions within thirty (30) days from this date, by the GRANTEE, in writing, is to
be filed with the Clerk of the Board of County Commissioners of Jefferson County
and shall be a condition precedent to its taking effect, and unless the non-
exclusive franchise is accepted within such time, this grant shall be null and void,
Bl'Illng Fr/lnchl&o: Ollllck Point HOl'ld
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(7) The GRANTEE shall comply with all laws and regulations of the State of
Washington, including creating and recording documents necessary to insure the
perpetual existence of the well protection radius required by law, included, but not
limited to, WAC 248-54 as now or hereafter amended. The GRANTEE shall supply
copies of all agreements executed or recorded regarding the water system.
ADOPTED.JHIS'.3~ DAY OF ~ k ,1990.
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"Grna L. Delaney
Clerk of the Board
1301lng Frnnchleo: Alack flolnt Rond
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BoG. Brown, Member
APPROVED:
Ga~BdV:~or
Public W~rk~. D~~art;~nY ,
( />LM/';/~ ,-~-+;: d~
/b8Vid R. Goldsmith, Director
Planning Department
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Mark Huth
Deputy Prosecuting Attorney
APPLICANT
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APPLICATION FOR FRANCHISE
TO: TIlE BOARD OF COUNTY COMMISSIONEQ
OF JEFFERSON coUNtY. WASHINGTON
BY:
FOR:
AnA. Enaineerina
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Sam BOlinq 1014 Buchabush River Rd.
Brinnon, Wa. 96320
Application to the COW1ty Commissioners of Jefferson
COW1ty. Washington. for a franchise to. construct, operate. and
~aintainapprox. 5,-5-?8t'L.F. Wate:-llne consisting of
~ ~ Diameter P.V.C. Class 200 plpe.
s;1,
*annroximately 800 l.f. waterline
upon. nnder. over, across. and along the rights of way of the
COW1ty roads of Jefferson COW1ty. Washington. more particu-
larly described as follows. to-wit:
The Waterline will be located in the Southern most
shoulder of Black Point Rd. in Jefferson County, Washington.
Black Point Rd. is situated in the NW~, NE~, and SE~ of
Section 15, Township 25 North, Range 2 West. The proposed
waterline will serve the area shown on the enclosed plan.
.. None of the roadway over which this franchise is request-
ed is located within the limits of any incorporated city or
town.
The Applicant hereby requests that the BOARD OF
COUNlY COMMISSIONERS fix a time and place for hearing
this application and cause the Auditor of said County to give
public notice thereof In the manner provided by law. and
that upon such hearing the Board make and enter a proper
order granting to this Applicant. Its successors and assigns.
the franchise rights ,herein app~jed f . .4":~
DATED this.LL.. day of . I/- . 199Q..
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Dated this
17th
day of December
,1990.
3
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ACCEPTANCE OF FRANCHISE TERMS AND CONDITIONS
I hereby accept the terms and conditions specified under Ordinance No. 2-81, for
a Non-Exclusive Franchise granted to SAM BOLING for construction, operation and
maintenance of a WATER LINE along and across the county roads rights of way
described in Resolution No. 116-90 , approved by the Board of Jefferson County
Commissioners on the ...!2...th day of December , 1990.
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Applicant: SAM BOLING
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FRANCHISE: S. DOLING, BlACK f"OtNT RD.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jeflerson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
April 29, 1991
Sam Boling
Duckabush River
Brinnon, WA 98320
Dear Mr. Boling:
On December 3, 1990, the Board of County Commissioners approved granting you a
water line franchise along Black Point Road conditioned upon your providing a surety
bond to Jefferson County in the amount of $8,000. To place the water line in the
Black Point Road it is necessary that you have in hand the franchise and a utility
permit. Since we have not heard from you on this matter since December we are
asking that you inform us whether you intend to complete the franchise process and
proceed with the water system. We appreciate your attention in this.
Thank you.
a;:J~
Eileen Simon
Administrative Assistant
5',9'91
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STATE OF WASII1NGTON
COUNTY OF JEFFERSON
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In the matter of
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LlGENSE NO.
A License to Use and
Maintain County Road
Right of Way:
Blaek Point Road
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This agreement is between JEFFERSON COUNTY. a,
Commissioners, hereinafter referred to as ~hc
hereinafter referred to as "BOLING".
t>!HEREAS. BOLING is the O\o.'nCl. of the South\o.'cst quarter of the ~orth""'est
quarter of Section 15. Township 2S North. Range 2 "l'iC'st. 'i-;.H.. as recorded in
Page 1/.1. Volume 309, Record of Deeds. records of the Jefferson Count:,' Auditor.
and,
WHEREAS, BOLING wishes to maintain n well protection ~Ircn upon the right
of way of Black Point Road, more descriptively ShO~l as attacllcd Exllibit "AI'
which by this reference is incorporated herei.n. 3nd
\oJHEREAS, BOLING acknowledges thllt the \I.'cll protection arCH is on COUNTY
rights of way and recognizes that the COUNTY require!. protect.ion of it:s interest
in the rights of way: NOW THEREFORE.
IT 1S AGREED:
(1) LICENSE. BOLING shall h..lVC .1 license to tlse. opcrat(~ and m..dnt,'1i.n
the well protection area on the southerly right of ""a~' of IHnck Point Road. as
shown on llttachcd Exhlbi.t 01:\" for the purp()!;c or ..1 \Vel 1 prot('cti.on .:lrca llnd [or
that purpose only.
(2) COSTS AND EXPENSES. IIOL1NL: sh"ll p"y a1] eost.s allll expenses rel.,tcd
to the use, operation llnd mllintcnnncc: of the ",'ell protect ton arca.
(3) INI>EHN 1FICAT ION , IlOLlNL: shalJ be re"1'ol",lb1c [or the s,,[c "lid proper
mnint:enllncc of the well protcct;lon ilren. fWLINC !-'hllll, further. dcf('nd and hold
the COUNTY harmless froln aLl) i,nbillty or cxpcns{~ of lir:igllt.ion in cOTlncct1on
wJ.th llny i.tem of nct.unl or nllegcd ltl.iury or d{lInng(' ndlll('d t:o BOLINe's llSf' nnct
mllintcnc3ncc of the ,,:ell prot:cct.ion ,1ren.
(I,) TERMINATION. ThIs licellse mny b,. t.crmlllllt:cd by the COUNTY all nllle!\'
(90) dnyn noti.cc. On termt.nntton. BOLING \0,'111 remove nn)' ':lnd 0'1.11 .1ppUrl".en..lnCt',S
from the r1. ght of WilY. I1nd restore: the r I hilt of \oJny t.o a l1(':a t. nnd orderlv
condition, subjeet to the nppt-ovn} ot: tlw COUNTY. All C()st~. f.nellrrcd i;'
rCfitoring t.he r.ight: of WHY to <l nent {l1Id ordc:rl~' condlt,lon !-;hnll be pllid by
BOLING.
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(5) TRJ\NSt'ER 01' LICt:NSE. This 1 icense shall not be transferrable by
BOLING without the written consent of the COUNTY specifically refening to this
document.
(6) COUNTY APPROVAL FOR WORK TO BE PERFORMED. BOLING shall perform no
work within COUNTY right of way v:ithout fi rst having presocnted his plans in
writing to the Jefferson County Director of publ ie '..!orks. and ha,'ing receh'ed
his approval.
.1990.
DATED THIS______DAY OF
JEffERSON COUNTY
BO,IRD OF COH~lISSIONERS
George C. Brown. Chairman
Larry T"';. Dennison. ~1cmbcr
B.G. Brown, ~'lcmber
SEAL:
PROSECUTING ATTORNEY:
ATTEST:
11ark Buth. Deputy Prosecutor
Lorna L. Deloney
Clerl< of the Board
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APPLICANT: /
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STATE OFWASAiNGTOrr'"
COUNTY OF JEFFERSON
In the mailer of:
Notice of Hearing on Application
for Franchise on Black Point Road
by Sam Boling
RESOLUTION NO. 72-90
NOTICE IS HEREBY GIVEN that
Sam Boling has Hied an application
with the Board at CountyCommission.
ers 01 Jefferson County, Washington:
for a franchise to construct, operate
and maintain a water line, authorized
under Title 56 RCW, including those
common under Title 56 and 57 per
56,20.015, consisting of installation and
service connections upon, under. aver',
across and along the ri9hts of way 01
the county roads of Jetterson County,
Washin9ton, more particularly de,
scribed as follows:
That county road known as 81ack
Point Road lying in Section 15, Town,
ship 25 North, Range 2 West, W,M,
The Franchise Application is for a
period of twenty,five (25) years,
The Board of CountyCommission,
ers of Jetterson County. State of
Washin9ton, has fixed Monday, the
13th day of August, 1990, at the hour
10:30 a,m, o'clock In the Otfice of the
County Commissioners, Jetterson
County Courthouse, Port Townsend,
Washington, as the time and place tor
the hearing on said application, Such
hearing maybe adjourned from time to
lime by order of the Board, Alter such
hearing the Board will take such action
with referencetolhe application as the
Board shall deem appropriate for the
public Interest.
DATED THIS 23RD DAY OF JULY,
1990,
BOARD OF COUNTY COMMISSION,
ERS
George C, Brown, Chairman
Larry W, Dennison, Member
B,G, Brown, Member
SEAL:
ATTEST:
Lorna Delanoy
Clerk of tho Board
2206 a,a
Aft i dav"lrOf'FiJ6lfcarrOri"
ST...H Of WASHINGTONI
COUNTY Of JfffEA.SONI
fR,A,Nll. w CARAED. be.llg ....0'.... _0"...." Ih. p..bl..,.,.. of
,h. POri TOw....."41J.H.oon Co..nl, Laoda'. 0 ......I~
".""POp.' _hith ho. b.." ulobl..had, p..bl""'ad." ,.... fIl9"1"
lon9\;09_ and ,,,,..Iolui (Qnl.n..a..ll, QI Q "'..", 1I._.pO.....
'1'1 In. '0_1'1 01 POll To..nl.nd,.n lo,d Co..n', ond S'ol., 0"0 I",
9.".101 (,,(uIOIlO" .1'1 ,Old (0...1'1', 10' ,"01. ,1'101'1 .... 101 ",on''''
puo, '0 In. dOl. 01 ,h. I.,,, p..bl.(OhOn 01 ,n. NOh'. 1'1.'.'0 at,
Ic-(n.d, ond ,no, .n. .old Pall To...n,.ndfJ.H"IOn Co..n"
l.od., .....01 an .101. 27,1'1 do, 01 J...". \q"l, app,a..d 0' a 1.9Q1
n."lpap.' by ,h. S..p."or Co..." 01 ,o,d J.H.I.on Co"'''',, Of\d
.nOI onn....d il ..... cop, 01 .n.
Resolution #72-90
Notice of Hearing on appli-
cation for franchise on
Black Point Road by
Sam Boling
01 il app.o,.d in ,h. r.9..lor and .nl".UI"'. 01 ,o.d po~r .1I.lf
olld nOI in 0 ,,,,ppl._nl .h.,.ollol 0 p."od 01
two
(onl.''''''. .....k., b...,,.n.ng all .1'1.
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to ill ,,,,b.crib.fI d...ting all 0111\.. pet.ad Iha' ,h. '...n 0,"0""'
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01 S , h(1I b..n pO',d 'n~' II, 0' ,h. '0" 01 S.s .sO
p.r column .~ 0 eo(h ,"..".on
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August
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
TELECOPIER COVER LE'ITER
DATE:
*****************************************************************
8-23",90
TIME:
2:15 pm
PLEASE DELIVER THE FOLLOWING PAGE(S) TO:
Sam Bolina cia Settler's Real Fstate
NAME:
LOCATION:
CITY:
FAX NUMBER:
1014 Duckabush River Rd
Brinnon. WA qR1?n
TOTAL NUMBER OF PAGES (INCLUDING COVER LETTER): . 4
7q6-4215
RE:
FROM:
Fran"hi se Any Qlle<f';nn< p' p~<" ,.~" Merk Hllth et ::\R<;-9180 or
FAX 385-9195. (County Prosecutor's Office)
llpffprc;;nn r:nllntjl Ptlhl ir l.Jnrltc:.
PLEASE TELEPHONE (206) 385-9160
IF TRANSMISSION INCOMPLETE
FAX NUMBER:
385-9195
1000/0 Rrcyclf'd Paptr
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TO: Dave Grove
Port Townsend Clerk-Treasurer
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jellerson Street
P,O, Box 1220
Port Townsend, WA 98358
(206) 385.9160
Gary A Rowe. P.E., D/fector
Robert G. Ne~bitt, P.E., County Engineer
FROM: Eileen Simon
Administrative Secretary
Jefferson County Department of Public Works
DATE: July 25, 1990
SUBJ: Notice of Franchise Hearing: Black Point Road. Applicant Sam Boling
Please post the enclosed "Notice of Hearing on Application for Franchise" in a
conspicuous place on the main bulletin board in City Hall and leave posted until
August 13, 1990.
, so swear and affirm that on
,1990, I posted the above noted "Notice
bulletin board in the lobby of City Hall.
the
of
6ti. day
Franchise
David Grove
Clerk-Treasurer
City of Port Townsend
, I, \
100% nncycll~d Papor
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TO:
APPLICATION FOR FRANCHISE
TIlE BOARD OF COUNTY COMMISSIONERS
OF JEFFERSON coUNtY. WASHINGTON
BY:
FOR:
~ D.A. Enaineerina
Sam Boling 1014 Buchabush River Rd.
Brinnon, Wa. 98320
Application to the County Commi!>Sioners of Jefferson
County. Washington. for a franchise to, construct, operate. and
maintain approx. 5,520 L. F. Wa te:-llne consisting of
6" Diameter P.Y.C. Class 200 pipe.
upon. under, over. across, and along the rights of way of the
county roads of Jefferson County. Washington. more particu-
larly described as follows. to-wit:
The waterline will be located in the Southern most
shoulder of Black point Rd. in Jefferson County, Washington.
Black Point Rd. is situated in the NW~, NE~, and SE~ of
Section 15, Township 25 North, Range 2 West. The proposed
waterline will serve the area shown on the enclosed plan.
None of the roadway over which this franchise is request-
ed is located within the limits of any incorporated city or
town,
The Applicant hereby requests that the BOARD OF
COUNTY COMMISSIONERS fix a time and place for hearing
this application and cause the Auditor of said County to give
public notice thereof in the manner provided by law. and
that upon such hearing the Board make and enter a proper
order granting to this Applicant, its successors and a!>Signs,
the franchise rights ,herein applied f9I"'-I'
DATED this.Lt.- day of ;), / v~.. . 19912.
{:::/ .//
By:
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A Rowe. P,E.. Qlleetor
Robert G, Nesb,tt, P,E.. County Engineer
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98358
(205) 385.9150
TO: Postmaster
United States Post Office
FROM: Eileen Simon
Administrative Secretary
Jefferson County Department of Public Works
DATE: July 25, 1990
SUBJ: Notice of Franchise Hearing: Black Point Road, Sam Boling Applicant
Please post the enclosed "Notice of Hearing on Application for Franchise" in a
conspicuous place on the main bulletin board in the Post Office and leave posted
until August 13, 1990.
I, J L::,fJf?(J56v7 so swear and affirm that on the ~ day
of \. '\'4 ,1990, I posted the above noted "Notice of Franchise
Hearing" 1m the main bulletin board in lobby of the Port Townsend Post Office.
-).~. i~.- ~
Postmaster
U.S. Post Office
City of Port Townsend
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Slreel
PO. 80x 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rowe. P.E.. Dlfeclor
RObert G. Nesbl1f, P.E.. County Engineer
;",1
TO:
Mary Gaboury
Jefferson County Auditor
.HJi_ 2 j~L?O
FROM: Eileen Simon
Administrative Secretary
Jefferson County Department of Public Works
.,1... , ~ I . ~ .
SUBJ: Notice of Franchise Hearing: Black Point Road, Applicant Sam Boling
DATE: July 25, 1990
Please post the enclosed "Notice of Hearing on Application for Franchise" in a
conspicuous place on the main bulletin board in the Courthouse and leave posted
until August 13, 1990.
I, HRry E G,qhnllry AlIrlir,or so swear
of Julv ,1990, I posted
Hearing" on t bulletin board in
1\
and affirm that on the
the above noted "Notice of
the Courthouse.
25th day
Franchise
.zr-
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of:
x
Notice of Hearing on
Application for Franchise on
Black Point Road by
Sam Boling
RESOLUTI ON NO.
72-90
x
x
x
x
NOTICE IS HEREBY GIVEN that Sam Boling has filed an application with the
Board of County Commissioners of Jefferson County, Washington, for a franchise
to construct, operate and maintain a water line. authorized under Title 56 RCW,
including those common under Title 56 and 57 per 56.20.015, consisting of
installation and service connections upon, under, over, across and along the
rights of way of the county roads of Jefferson County, Washington. more
particularly described as follows:
That county road known as Black Point Road lying in Section 15, Township
25 North, Range 2 West, W.M.
The Franchise Application is for a period of twenty-five (25) years,
The Board of Count~ommissioners of Jefferson County, State of Washington.
has fixed Monday, the /3- day of ,,4"~_r ,1990, at the hour of ~ a.lD.
o'clock in the Office of the County Commissioners, Jefferson County Courthouse,
Port Townsend, Washington, as the time and place for the hearing on said
application. Such hearing may be adjourned frolD time to time by order of the
Board. After such hearing the Board will take such action with reference to the
application as the Board shall deem appropriate for the public interest.
DATED THIS i5L3A~{J DAY OF I_~
BOARD OF COUN~ COMMISSIONERS
A ~ e-(~.--~
-G.;;:::g'{~ro>Cf. Chairman
,1990.
SEAL:
~--
ATTEST:
~-2Ma tJ~O-1t~l-
Lorna Delaney (7
Clerk of the Board
~~/
B.G. Brown, Member
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PETITION TO CHANGE ROAD NAME
WE, THE UNDERSIGNED, representing a majority of the property owners along the platted road named
Oak Slreet adjoining Block 3 of the Bay View Addillon to Hadlock do hereby petillon the Honorable Board
of Jefferson County Commissioners to change the name of said road to Cedar lane.
4~
92649
PROPERTY OWNER
PROPERTY DESCRIPTION
Peter Walker
58 I 2 Pinon Drive
Huntington Beach, CA
LotI, Block 3, Bay View Addn. to
Hadlock
Robert Bancroft
14 I Cedar lane
Port Hadlock, WA 98339
Tax 20, Section 1, T29N, R1W
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PETITION TO CHANGE ROAD NAME
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WE, THE UNDERSIGNED, representing a majority of the property owners along the platted road named
Lincoln Slreellylng south of platted Cedar Lane in Portage Bay Park, do hereby petition the Honorable
Board of Jefferson County Commissioners to change the name of said road to Cedar Lane.
PROPERTY OWNER
David Varsos
120 Cedar Lane
Port Hadlock, WA 98339
Robert Bancroft
141 Cedar Lane
Port Hadlock, WA 98339
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.. OC"\ 2'3 ''a90
CO\.lN~
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PROPERTY DESCRIPTiON
Lot 53, Portage Bay Park
Tax 20, Section 1, T29N, R1W
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scott...Gary has asked that we put
the highlighted area on the Road
Log, Will you get the a~?ropriate
w.p.s and do whatever you need to
do to get this underway? When it'S
ready I'll prepare the Resolution,
Than~9. Eileen
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DEPARTMENT OF PUBLIC WORKS
1 820 Jefferson Sfreet
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe. P.E., Dlfector
Rober' G. Nesbirt, P.E., County Engmeer
Post-It'" brand fax transmittal memo 7671 It 01 pages ..
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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1. Please send _ copies ot your InvoIce.
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3, Notify us Immedlatelv it you are unablo to ship as speclfied.
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2. Order's to be enlered In accordor'ICe wl!h pricos, dellvory and spocifications shown above.
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DEPARTMENT OF PUBLIC WORKS
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LEOtlARO HILLMA!.
02:47 PM
LEONARD/HILLMAN, INC.
HEATING & COOLING
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20637364648
FAX COVER SHEET
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C(JflENTS
(206) 674-2500
(206) 674-2574
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
~lliJw@SDO&~rn (]JW[]J(][IJ
Phone (206) 385.9160
ShOw Ihi5 Purchase Order Number
on all correspondence. In\loiCM.
shippIng pape~ and p8cka9~.
10938
TO /.
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ACCOUNT CODE 5"'U-.lb.t,.Z d ~co'151
FlEOU'SlflQN ~
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11L6J1JDm~"Jc.... e/C,. e"uI3UJGJ:..//1i!6i4-_.
1. Please send _ copies of your Invoice.
2. Order Is to be enlered In accordance with prices, delivory and speclficallons shown above.
3. Notify us Immediately If you are unable 10 ship as speciliod.
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/f;LEO'!~I!r~H!L!~~'!'o INC.
ri ti::. t.... ?':". ~ " ',.
October 14, 1992
OCT 16 1992
JEFFERSON COUN
r:>'JRllr'''',......''r
Jefferson County
Dept. of Public Works
A'ITN: Frank Hall
P.O. Box 1220
Port TOwnsend, WA 98368
RE: Jefferson Co. Jail - Hadlock
Proposed Alc for Cell Block
Mr. Hall;
Below please find a brief description of the controls that <<e
are proposing to install for the cell block as noted above.
GENERAL OPERATION OF PROPOSED AIC FOR CELL BLOCK AREA
The air conditioning for this area will be operated from a
remote sensor located in the ductwork of this system. This
method att~opts to maintain a cool supply of air to the
conditioned space when cooling is activated. This method
is not as accurate as the zoned control systems that v~re
installed in Phases I & II.
If you should h.:1vC .:lny furth~r questions, plel13c c.:all.
(L'hank you,
:~'.()lJ.~\_ _
JUd;bever-f/
Service Manager
5695 Imperial Way S.W. . Port Orchard, WA 98366
(206) 674.2500 Fax: (206) 674-2574
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Proposal
CVLEO"!~'!f!f.H!Lf!!!/!,~ INC.
PROPOSAL SUIU.A1nED TO
Jefferson Count De t. of Public ~~rks
STREET
JOO NAME
,nvo,c0
Page No
01
5695 Imperial Way S.W.
Port Orchard, WA 98366
(206) 674.2500
Jefferson 00. Correction
JOB LOCArlON
P.O. Box 1220 Attn: Fra
CITY, STATE AND ZIP CODE
Port TOwnsend WA 98368
HOME PHONE WORK PHONE
385-9160
81 Elkins Rd. Hadlock
JOB PHONE
385-3831
CONtRACTOR PHONE
RAO
WE HEREBY SUBMIT SPECIFICATIONS AND ESrIMATES FOR:
Pages
Labor and controls to enable existing heat pump system to switch into cooling as needed.
Added controls to be connected with existing controls for operation. Complete start and test
of system in cooling to be done upon completion of work with standard manufacturer's warranty
on added controls.
PRICE:
$3,500.00 + WSSTax
All, For Honeywell Eleclronlc Air Cleaner N/A
All, For Honeywell Chronotherm III Thermostat N/A
PERMITS BY
GAS/REFER PIPING BY
CUTTING BY
ELECTRICAL BY
N/A
Existinq
N/A
N/A
STAT WIRE BY
CHIMNEY
THERMOSTAT
PATCHING
r R r(c1fIv E V-
I
I JEFf;:;~~c2i~7 ~9~~NTY
IPUBlIC WORKS DEPT.
F.xistin9
N/A
Existing
N/A
lEONARD/HILLMAN INC. Is reglslcred with the Stale of WashHlglon, (0015Ir,1110n no lEONAI"2fiIl7, ,15 a oonor,ll eMU,lClar ,lrl(j has poslml With the stall! a bond or tdsh deposll or $6 000
lor 1M purpose 01 salisrying claims ag,llnstlhO conllaclOllor nDgligDnt or Improper work or llrll,lch of contraclln Ihe conduct 01 trlO conlraclol's bUSiness ThiS hon<l or cash <It!posll may not De
sullicienllo covar a claim which mIght arise Iram tho work dOll{! under Ihls contracl 11 any supplier 01 millorlals lIsud In your Consl/ucllon prOtCCI or any emllloyee 01 Ihll conl/aclor or subcon.
Iraclor Is nOlpald by tho conlractOlor subcontracroron your Job. yourpropCrlym.l'(bCllllntJdtolorcllpayrTlflnl lI'(OU.....ISh,I!1(htlol\,\lproItJct+OIl. you may rllqullsl Ihtl (.ontraclor 10 provlCle you
wIth original "1I11n roloaso" docurnonls Irom oach suppllllr or subconlraclar on your prOlnC!. Thu conlraclor IS rllQulrec1la f110Vldll '(ou wiTh further Inlorm,lllan ,1boul lion 1Ill1ldse documents 11
you roquosll!. Genoral Inlormallon is also availablolrom tho Dllp,utmcnt 01 LMlOr ,1nc1lnduslrlos
Puymen1 terms IHO nol30 dllYS lollowlng dllle ollnvoico unloss otherwlso speclllcd below. Accounts past duo will bfl suhjocl to Iho mulmum
allowablo IOglll rate. If sullls brought 10 collocl any monoy duo on this Decounl, purchaser shall pay the cos1 01 collecllon, Including e
rotlsonllblo ellorney's 100,
WE PROPOSE hflr8hv to furnilh matarlal nnd labor - complete In accordance with nbove&pftCiflcationl, for thlllUm of:
dO"MB (13,500.00
All mltorlll II guaranteod 10 be al Ipflclfled. All work to bfl completed In a lub-
Illnll.1 workmanlike mannef according 10 IpeclllCltlonl lubmltllld, per Illndard
prActlcel, Any all.ratlon or deviation 'rom IbOVII Ipoclllclllonl Involvlno o)(lra
COlt I will bll O)(llcutlld only upon wrlttlln orden, .nd will becomll.n flwtn ch.foe
oVllr and above thll 1IIIIm.l... All aarftomllnu conllngent upon .trlkfll, accldllnu or
delaVI beyond our control. Owner to carrv 'Ire, tornldo .nd oVle, necllu.ry In-
luranco. Our worklln are lully Covflrlld by Workmen'l Compftnutloo InlunnclI.
AlIthor .d
S..nllllft
Nolt: Thll pfopaul mar bt
wllhd'.wn br tll.I nollcc.pl,d wllhln
30
ACCEPTANCE OF PROPOSAL Thfl above n,le..., Ipecl'IcIllonl ann condl.
tlonl Ire .atl'flctory and .,e herebY acctlPllld. Ynu IflllluthorUe(1 to do the work
.. IPllcHled. P.yment will bfl mldll "' olltllnllllhnve.
OIl.o'Acupt.ncf
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5695lmpprll1 Way S.W.
Port Orchll,d. WA 983'>8
(:106) 874-1500
rftOrO'_l'IJ'''''''DIO
Jeffer~on. County'_Jall - Oppl. of rubl Ie Wo ks
.ii'iti, --. -... . ;;H\;oj";().;
1~'~~2'/92
r.o. nox 1220
c;i;.ii;Ii;;;oi,;;iOOi
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385-9160
WE IIERFBY SIlnM1T SrEClfIC^"0IlS MlIl F""~^TES fOR:
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known to h~ b<ld. f\rt.f.r r('pl;H'lng (") mntnro;. (1) rnnt.lnllr>r 'lnrl (2) dud
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9725 Thi,d Avenl.lr. N.E.
s.uit.e 204
Sun!e. WA 9111 S
Phon.: (206) 522-:.592
FAX: (206) S22-211~)
Staefa
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.i
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DATE:
t'l:HiP.N.I'S
D2:<4, PM
L~ARD HILLMAN
Pogl'
2eS373Ge;a
LEONARD/HILLMAN, INC.
HEATING & COOLING
FAX ...c. 0 V E R SHE E T
OUr Busirle5S': (206) 674-2500
OUr Fax .: (206) 674-2574
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If for: any reason you do not rccoivc all PB9oo, please call our
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Involc~
Proposal
f1JLED'!!!.'!.DLH!Lf!!~'!a INC.
p.9.Ttr~c~iVEH) I
5695 Imperial Yl.ay s. w. I
Port Orchard, f 983660CT 2"; 1992
(206) 674- 00
~-:: ~ r .. 'frv
p ~L!(Q/!VMKS 0 PT'
PROPOSAL SUBMlnfO TO Joe NAME
Jefferson Count Jail - Dept. of Public Wo ks
STREff
P.O. Box 1220 ATTN: Frank Hall
CITY, 5TATE AND ZIP CODE
Port Townsend, WA 98368
Joe lOCATION
81 Elkins Rd.
J08 PHON!
385-3831
Hadlock
HOME PHONE
WORK PHONE
CONTRACTOR
PHONE
385-9160
WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR:
New Staefa controls and labor to replace existing Staefa motors and controls
known to be bad. After replacing (4) motors, (1) controller and (2) duct
sensors and bringing on line with rest of system, we mayor may not find
further problems with the Staefa components. This bid does not include any
further components or labor to install them.
PRICE:
$3,985.00 + WSSTax
All. For Honeywell Electronic Air Cleaner N/ A
All, For Honeywell Chronotherm III Thermostat N/ A
N/A
STAT WIRE BV
CHIMNEY
THERMOSTAT
PATCHING
Existing
N/A
~>~
PERMITS BY
GAS/REFER PIPING BY
CUTTING BY
ELECTRICAL BY
N/A
N/A
N/A
LEONARD/HILI. MAN INC. Is roglstered with Ihe Slale 01 Washington. roglstration no, lEONAI-126R7, as a general contractor and has posled wlllllhe stale II bond or usn deposit 01 $6.000
lor Ihe purpose 01 sal/slylng clillms agalnsllhll conlractor lor nogHgenl or Improper work or brcach 01 conlraclln lhe conduct ollhc contractor's buslnoss. ThiS oond or c.uh depoSIt may not bI
sufllclenl to cover a claim which mlghl arise Irom Ihe work done under Ihls conlrac!, 1/ any supplier 01 materials used In your construcTion prolecl or any employee olthe contraclor or subcon'
Iraclor is nol paid by Ihc contractor or subconlractor on your job, your properly may be lIened 10 lorce payment, II vou wiSh addlllonal protection, ynu may requeSllhe contrlClor 10 provlde you
wllh original "lien release" documents Irom oaeh supplier or subcontractor on your projeCl, The contractor is required to provide you wllh lur1her lnlormallonaboutllen release document. II
you requeST II, General InformaTIon Is also available Irom Ihe Depar1monl ollaoor and IndustrIes
Payment terml ara net 30 dlyt followIng date of Involc. unless otherwise specllled below, Accounts past dUI will be,ubJecl to the mulmum
allowable legal rate, IIlul1 Is brought to collecl nny money due on this lecount, purchaser shall pay 'he COil or collection, Including a
raasonable altorney's lee.
WE PROPOSE hereby to furnish mat.rlal and labor - complet. In eccordance with above specl'lc.tion., 'or th. IUm 0':
Three thousand, nine Ilundred eighty-five and 00/100
3,985.00
L
d.ys
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Hol.: ThIS propohl mlV be ,__
w.lhd,,*" by us If nol Icultttd .Ilhi"
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30
ACCEPTANCE OF PROPOSAL The .bnve ,,,Iell,, ,pllelflullon, .M eondl.
~~o.n;ll~r:I.':,tl~~~%~~~ ~I~~: ~~::.b:s 1~~:I~~:d~b~~~..,1I luthorlud to dO lhll work Slan.lulI
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22 . 92
11:32 AM
LEONARD HILlMAtl
2063736<46<48
Page
Job'
Esl ~
-+"~4'_"
InVQ!(.Il'
_ PrOI)Osal__...L.'"
fL....LEONARO/HILLMAN !!JIC.
, 7/ HeATIND & COOLIND
01 f'~,
.--
5695 Im~tlal WI" S.W.
Port Orch.rd, WA intiS
12~1 614-'''0
MO~J~.r1;r;~ir~~~~~~!. - o'!Pt-.- O;.~~~l~~~-;ik;".Wf_- __ _~ J('oO'( 10/21(92 ~
,I(IllOC.''''..
~...Q...J!QLI220 A1TN:._Er'"k 11011 81 f1kln, Rd. lI.dlock
C.H,.UII......O/I..r;;o(.>l -. ~ ._-
::~;;,~~:~:~~~~., ~U836n I ~~~~~o~.~~ - '"~.~;n-.3:_. ~=.~~~]=. . ._~_-
WE IIFRr.BY 5UBI~1T SPEClf lCATTOIIS AIID ESlJRAHS fllR:
N~w Staefil cont.rol!; llnd lilhnr to rep]JcP r.Xjstill~ St.i'lpf^ TT'olors t1nr1 r.ontrols
krw.....n to be bad. Art(~r r~l>l.'(.tng (~) m:;lOI'"S. (1) conLrollpr and (2) dlKt.
s~n50rs aM bringiny on 1 ;nr. wilh rest. of s)'sle1fl, wr. mi'lY cr rnoy not find
furt.her prubll?ms wltt, till?' St.jll('fll comlJonpnt.s. 1111$ hlrl dn~5 IlIJt. inr1tld~ ~ny
furthp.r r.omnollt'nls or l~bor Lo tnc;t.dll llle-rn.
PRICE:
$],985.00 + WSST.x
(e-:)) tr1.t>.\-O p.s
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22 . 92
11: 31 AM
L~ARD HILLMAt~
2e63736~
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LEONARD/HILLMAN, INC.
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rllf'l lown.ond. WA 9836& 38,-3831
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....385-9160 _' .___.... CON,,,,...r.IOll. __._ ,....001! __ .-' .
WE lIr.RFBY SUBMll sprr.lrlCMIONS AND r.<;TlM.\TES fOR:
New Slacfft r.(mtrols amJ l~hnr t.o rf'pli'1rl'" PlCistllllJ Sla"r" rrotors and ~ont.roJ,;
known t.o be bad. Mt"r repl.dllg (4) molors, (1) conlrollor .IId (2) duct
~flnc;ors amJ bringing on line wit.h re-sl of systrn. we m::l)' or IJ1i'!Y not find
fUT lhcr problems with thr: St."p'((l con1ponr.nts. lhl~ bid do~~ not. Inclu'J~ eny
further clllupommt.!> or 1.)l)or lo in!;t.i111 theln.
PllICE:
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'QCT 21 '92
04:47 PM
L~RD HllU"AU
20637360
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LEONARD/HILLMAN, INC.
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IIEATINo & COOLING
J~_I\_ll~~,~ 0 Y_IL!t_~ s H_,~ E '1:'.
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Out' f';oll f: (;lO6) 671-25'14
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Streel
P.O. Box 1220
Port Townsend, WA 9B368
(206) 3B5'9160
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
Att'n: Chris Hillman
Leonard/Hillman, Inc.
5695 Imperial Way 5.W.
Port Orchard, WA 98366
10 September 92
Ref: Jellerson County Correction Center
Subj: Proposal to Provide A,C through Existing Heat Pump
On June 22, 1992 we discussed the possibility of providing a cooling cycle to the Cell block areas
of the Jellerson County Correction Center by modifying the 15 ton unit Installed by your people
this year. You gave me a verbal estimate to make the necessary modifications and partially
described these modifications,
I still need a written statement which will describe the work to he involved and the limitations :lnd
o conditions that would aoolv to the ooeration of this svstem
Please provide this Information by noon on Tuesday September 15,1992.
Sincerely,
dLL~
Frank Hall
Project Manager
c.c: Project file
100% Rocycled Papor
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5695 Impclial Way S W.
Pori Q,c1l1ud, WA 98366
1206) 674.2500
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Date: April 14, 1992
Project: Jefferson County Jail HV AC System Mods
Purpose of Visit: Final Inspection Walk-thru
Attendees: Brian, Leo and Tom L., of LeonardlHillman
Steve Brown of Ahearn Electric
Al, Loren, Tim and Frank H. of Jefferson County
Jack S. and Art M. of Puget Power
Vem S. of Art Anderson Associates
A walk thru of the completed work was conducted and the following is a list of items which were
found to require correcting:
/?/( . Electric box above lobby zone duct needs a cover plate
IV ];1". Electric box above air-to-air heat exchanger has conduit holes that need to be plugged (if modified
1fT .06' by this work)
01<. Holes in supply duct at the heat exchanger need to be plugged
oK. Rubber pads at detention cell coils support hangers need additional tape
"I!.. Air leakage at bottom of detention cells coil unit needs to be sealed/corrected
/J6r p..:e. New ductwork at detention cells coil unit should be painted to match other ducting -'~~Aft.K
Of:. . Rubber pipe insulation at the central area coil unit is tom and needs to be repaired - J)6f ,4~',
""1\ . Air leakage at the central area coil unit screw holes and at fIexjoint need to be sealed/corrected
t>K . Copper piping between heat exchanger unit and central area supply ducting is vibrating and needs
(( . one or two more wire ties
p,.;'1HJ1J5r.\JOlSome of the exterior condenser units need to have the fins straightened out where dented
.~ OJ:. . Condensate elbow is needed at one of the units near the lobby area roof
tJo. Provide identification labels on the thermostats and hot water controller in the control enclosure
. Program the hot water, time-of-{fay controller to de-energize the hot water circulating pump
(coordinate the time schedule with the jail superintendent (Tim). Recommended times were
estimated to be 10 or 11:00 PM to 5 or 6:00 AM.
· Verify that O&M manuals have been delivered
· After operating or designated personnel have the O&M manuals, perform the required training of
personnel on the operation and maintenance of the control system and new HV AC equipment put
in place by this project
cJ< Coordinate and provide in writing the date that the one year warranty period begins.
If you have any questions or further comments, please contact me at (206)479-5600.
Thank you,
~l~
V.L. Schager
Project Engineer
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cc: Tom Leonard
Frank Hall cIIIC1
Art Mikelsen
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CC0951 Conservation Measures
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P.o. Box 24406
r-"\ Seattle, WA 98124
___l (206) 762-5900
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[J As rcquestec1 ! I Returned for corrections [--: Return __ corrected pnnts
[J For review and comment y__../i{:;":~7,({_I't....v.
IJ FOR BIDS DUE.__.__....__._19...-.. .._ [I PRINTS RETURNED AFTER LOAN TO US
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe. P.E.. Director
Robert G. Nesbitt. P. E., County Engineer
1820 Jet1erson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Project: ENERGY CQNSERVATlO\l MEASURES
Site: JEFFERSON C()l.t.ITY CORRECllCX'l CENTER
Project No: CC0951 (REVISED)
Subject: ADDENDUM # 1
Issued: 8 NOVEMBER 1991
Owner: Jefferson County, Department of Public Works
1820 Jefferson Street
Port Townsend, WA 98368
Contact: Frank Hall
Architectural Project Inspector
(206) 385.9160
To All Bidders:
SECTION 1
GENERAL INFORMATION TO ALL BIDDERS
A BRIEF SUMMARY OF EXISTING ELECTRICAL DISTRIBlITlON SYSTEM
(allachment #1)
(note: this Is for your reference only and verlfacatlon Is the
responsibility of bidder).
SECTION 2
INTERIOR UGHTING MODIFICATIONS
IT IS REQUIRED THAT ALL FLOURESCENT LJ\MP ELECTRONIC BAIJJ\ST BE
USTED ON PUGET POWERS SPECIFICATION SHEET (a copy is Included for
your use "atlachment #2").
END OF ADDENDUM #1
100% Rocyclod Papor
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PUGET POWER
Fluorescent Lamp Electronic Ballast Specification
General: All electronic ballasts shall meet the requirements of
UL 935 and shall bear the appropriate UL label.
Submittals: Provide manufacturers' data for each type of
electronic ballast installed. Also provide nationally recognized
independent test laboratory data verifying compliance with the
specifications herein.
Warranty: The electronic ballasts shall be warranted against
defects in material and workmanship for three years. The warranty
shall include either a $10 replacement labor allowance or complete
replacement including labor by an agent of the manufacturer.
Mechanical Construction: Electronic ballasts shall have the same
physical dimensions and mounting arrangements as those of their
core and coil counterparts.
Electrical Characteristics: The Electronic ballast shall
withstand input power line transients as defined in ANSI C62.41.
The ballast shall tolerate a line voltage variation of +/-10%.
The power factor shall be 90% or higher. The lamp crest factor
shall measure 1.7 or less for rapid start ballasts and 1.85 or
less for instant start ballasts.
The electronic ballast shall be Class "A" sound rated and UL Class
P thermally protected.
Total harmonic distortion of the input current to the electronic
ballast shall not exceed 20% of the input current.
The electronic ballast shall comply with FCC rules and regulations
Part 18 concerning the generation of both EMI (electromagnetic
interference) and RFI (radio frequency interference).
Instant starting techniques of rapid start lamps are acceptable
provided the customer is advised in writing of the lamp life
reduction as stated by the lamp manufacturer.
PAGE 1
1
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Performance characteristics:
The electronic ballast shall have an input wattage that does not
exceed 75% of the value for their standard electromagnetic core
and coil counterparts or 85% of the value for their energy
efficient core and coil counterparts.
The electronic ballast shall operate the lamp at a frequency of 20
KHZ or greater.
The ballast shall start and operate standard lamps at 50 deg. F.
and energy savings lamps at 60 deg. F. Ballast case temperature
shall not exceed 25 deg. C. rise above a 40 deg C. ambient.
The ballast shall be provided with an internal fuse to protect the
electrical power supply from internal component failure. The
ballast shall also be short-circuit protected in the event of
miswiring.
Approvals: Each ballast/lamp combination will be considered
separately. Blanket approval of a manufacturer's line of ballasts
will not be given.
Performance Evaluation: All evaluations will be based upon
independent laboratory test data. Periodic re-certification will
be required.
9/18/91
PAGE 2
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BALLAST~ MEETING PUGET POWER SPECIP~CATIONS
CATALOG NO. VOLTS LAMP TYPE & QTY. WATTS. BALL.
FAC
ADVANCE
RIC-140-TP 120 1-f'40T12 35 .83
RIC-14 O-TP 120 1-f'40T12ES 31 .87
RIC-140-TP 120 1-f'32TO 40 1.13
RIC-2S40-TP 120 2-f'40T12 73 .80
RIC-2S40-TP 120 2-f'40T12ES 63 .90
RIC-2S40-TP 120 2-f'32T8 82 1.15
RIC-2S32-TP 120 2-f'32TO 67 .88
RIC-3S40-TP 120 3-f'40T12 109 .86
RIC-3S40-TP 120 3-f'40T12ES 97 .90
REL-3P32-RH-TP 120 3-f'32TO 84 .85
REL-4P32-RH-TP 120 4-f'32T8 112 .86
VIC-140-TP 277 1-f'40T12 36 .83
VIC-140-TP 277 1-f'40T12ES 32 .86
VIC-140-TP 277 1-f'32T8 39 1. 09
VIC-2S40-TP 277 2-f'40T12 70 .86
VIC-2S40-TP 277 2-f'40T12ES 62 .80
VIC-2S40-TP 277 2-f'32T8 75 1. 07
VIC-2S32-TP 277 2-f'32TO 65 .90
VIC-3S32-TP 277 3-f'32T8 93 .86
VIC-3s40-TP 277 3-f'40T12 100 .90
VIC-3S40TP 277 3-f'40T12ES 96 .92
'I VEL-3P32-RH-TP 277 3-f'32TO 82 .86
VEL-4P32-RH-TP 277 4-f'32TO 111 .87
"':
EBT
SSBl-120-1/40-LH 120 1-f'40Tl2 30 .90
SSBl-120-1r40-LH 120 1-f'40T12ES 33 .87
SSBl-120-2/40-LH 120 2-f'40T12 71 .84
SSBl-120-2/40-LH 120 2-f'40T12ES 61 .83
SSBl-120-3/40-LH 120 3-f'40T12 103 .84
SSB2-120-1/32IS-LH 120 1-f'32T8 29 .82
SSB2-120-2/32IS-LH 120 2-f'32T8 59 .89
SSB2-120-3/32IS-LH 120 3-f'32TB 92 N.A.
SSB2-120-4/32IS-LH 120 4-f'32TB 109 .81
SSB1-120-2/96HO-LH 120 2-F96T12HO 195 .82 (SEE NOTE 6)
SSB1-120-2/96HO-LH 120 2-f'9GT12HO/ES 167 .81 (SEE NOTE 6 )
SSB2-120-2/96IS-LH 120 2-f'96T12 135 .06 (SEE NOTE 6 )
SSB2-120-2/96IS-LH 120 2-f'96T12ES 110 .87 (SEE NOTE 6)
PAGE 1
REVISION -5- 10/11/91
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CATALOG NO. VOLTS LJVlP TYPE & QTY. WATTS * BALL. FAC.
EBT (CONT. )
SSBl-277-1/40-LH 277 1-F40T12 40 .94
SSBl-277-1/40-LH 277 1-F40T12ES 35 .90
SS81-277-2/40-LH 277 2-F40T12 72 .89
SS81-277-2/40-LH 277 2-F40T12ES 62 .87
SSBI-277-3/40-LH 277 3-F40T12 105 .87
SSB2-277-1/32IS-LH 277 l-F32T8 30 . B5
SS82-277-2/32IS-LH 277 2-F32TB 59 .B9
SS82-277-3/32IS-LH 277 3-F32T8 95 N.A.
SSB2-277-4/32IS-LH 277 4-F32T8 lOB .B3
SSBl-277-2/96HO-LH 277 2-F96T12HO 193 .B3 (SEE NOTE 6)
SSBl-277-2/96HO-LH 277 2-F96T12HO/ES 167 .B2 (SEE NOTE 6)
SSB2-277-2/96IS-LH 277 2-F96T12 132 .86 (SEE NOTE 6)
SSB2-277-2/96IS-LH 277 2-F96T12ES lOB .86 (SEE NOTE 6 )
ETTA
ETP-120-A2 120 2-F40T12 72 .82
E2S-277-A2 277 2-F40T12 74 .84
~GNETEK/TRIAD
B232Il20 120 2-F32T8 64 .95
8232Il20L*** 120 2-F32T8 56 .81
8332Il20L*** 120 3-F32TB 80 .80
;, 8432Il20L*** 120 4-F32T8 9B .75
~/' 82321277 277 2-F32T8 63 .95
82321277L*** 277 2-F32TB 54 .81
83321277L*** 277 3-F32TB 80 .81
84321277L*** 277 4-F32T8 98 .78
MOTOROLA
M3-RN-T12-ILL-277 277 3-F40T12 104 .90
M3-RN-T12-ILL-277 277 3-F40T12ES B6 .88
M2-RN-TB-ILL-277 277 2-F32T8 59 .89
M3-RN-T8-ILL-277 277 3-F32TB 91 .91
M4-RN-T8-ILL-277 277 4-F32TB 115 .87
OSRl\H
QT-2X32/120IS 120 2-F32TB 59 .89
QT-3X32/120IS 120 3-F'32TB 92 N.A.
QT-4X32/120IS 120 4-F'32TB 109 .81
QT-2X36/120IS 120 2-F36T8** 79 1.03
QT-2X32/277IS 277 2-F'32TB 59 .89
QT-3X32/277IS 277 3-F'32TB 95 N.A.
QT-4X32/277IS 277 4-F'32TB lOB .83
QT-2X36/277IS 277 2-F36TB** 78 1.04
PAGE 2 REVISION -5-
10/11/91
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VOLTS
/"'"
BALLAST,... MEETING PUGET POWER SPECI ~.. ':ATIONS
SEB24120
SEB24120
SEB24120
SEB24120
SEB24120
SEB24120
SEB24120
SEB24120
SEB24120
120
120
120
120
120
120
120
120
120
SEB24277
SEB24277
SEB24277
SEB24277
SEB24277
277
277
277
277
277
TBL-40D120
TBL-40D120
TBL-32D120
120
120
120
TBL-40D277
TBL-40D277
TBL-32D277
277
277
277
E240SR120G01
E240SR120G01
E232SR120G01
E332PIl20G01
E240SR277G01
E240SR277G01
E232SR277G01
E332PI277G01
120
120
120
120
277
277
277
277
SMALLWOOD
LAMP TYPE & QTY. WATTS. BALL. FAC.
1-F40T12
1-F40T12ES
1-F32T8
2-F40T12
2-F40T12ES
2-F32T8
1-F96T12
1-F96T12ES
1-F96T8
2-F40T12
2-F32T6
1-F96T12
1-F96T12ES
1-F96T8
TERRALUX
2-F40T12
2-F40T12ES
2-F32T6
2-F40T12
2-F40T12ES
2-F32T8
VALMONT
2-F40T12
2-F40T12ES
2-F32T8
3-F32T8
2-F40T12
2-F40T12ES
2-F32T8
3-F32T8
36
30
42
65
54
71
66
55
71
.89
.84
1. 24
.83
.80
1. 07
.86
.85
1. 27
70
72
66
55
73
N.A.
N.A.
N.A.
N.A.
N,A,
67
55
59
.84
.81
.89
64
53
59
.83
.78
.90
68
56
61
86
.81
.82
.68
.87
.82
.83
.90
.68
68
58
62
85
FOLLOW ALL I'IANUFACTURERS RECOMMENDATIONS WilEN ellOOSING A BALLAST
· ANSI Watts (free air-not enclosed in fixture)
.. 36 Watt T6 Lamp
... Per manufacturers' data, this ballast designed to replace
standard magnetic ballasts with energy saving T12 lamps.
PAGE 3
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REVISION -5- 10/11/91
()
1) ADVANCE--and ETTA ballasts are
RIC/VIC 2S40-TP is capable of
lamps.
2) OSRAM ballasts are instant start.
3) SMALLWOOD Ballast is a rapid start ballast except when
operating ~96Tl2 lamps,then it is instant start.
SMALLWOOD ballast is capable of operating T8, TlO and
Tl2 lamps.
4) All MAGNETEK/TRIAD are instant start ballasts
5) For VALMONT-'SR' indicates series wired lamps rapid
start; 'PI' indicates parallel wired lamps instant
start.
Energy saving ~agnetic ballasts may be substituted for
Electronic Ballasts in 2 lamp 8' SLIMLINE and HO
applications.
".
rapio'./start. ADVANCE
operating T8, TlO and Tl2
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DESIGN CRITERIA
&
BID DOCUMENTS
FOR
ENERGY
CONSERVATION
MEASURES
(LIGHTING & MECHANICAL)
AT
THE
JEFFERSON COUNTY
CORRECTION CENTER
PROJECT NO: CC0951
(REVISED)
PREPARED BY
THE JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
OCTOBER 23,1991
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TABLE OF CONTENTS
PART I. CONTRACTUAL SPECIFICATIONS
00020
00100
00310
00410
00500
00600
00660
00661
00670
00700
NO OF PAGES
CALL FOR BIDS
INSTRUCTIONS TO BIDDERS
BID FORM
BID GUARANTEE
CONTRACT FORM
CONTRACT BOND FORM
CLOSE OUT FORMS
DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
STATE OF WASHINGTON PREVAILING WAGES
& BENEFIT CODE KEY
GENERAL CONDITIONS AND SUPPLEMENTARY
CONDITIONS
1
15
11
PART" TECHNICAL SPECIFICATIONS
DIVISION 1 GENERAl REOUIREMENTS
01010
01300
01631
01700
SUMMARY OF WORK
SUBMITTALS
SUBSTITUTION FORM
CONTRACT CLOSE OUT
SECTION 1
DIVISION 2 DESIGN AND INSTALLATION CRITERIA
GENERAL INFORMATION TO ALL BIDDERS
SECTION 2 INTERIOR LIGHTING MODIFICATIONS
PARTIAL REFLECTED CEILING PLAN (SK-1)
PARTIAL LIGHTING PLAN (SK-2)
SECTION 3 WATER HEATER CONTROLS
SECTION 4 VAV HEAT PUMP SYSTEM CONVERSIONS
HEAT PUMP CAPACITY SPECIFICATIONS
PROPOSED ADMIN/ENTRY ZONE (SK - 3)
PROPOSED NORTH ZONE (Room # 115-123) (SK _ 4)
PROPOSED CENTRAL ZONE (SK - 4)
UPPER LEVEL MECHANICAL ROOM (SK - 5)
SECTION (SK . 6)
3
1
1
2
7
1
1
1
1
1
1
END OF
TABLE OF CONTENTS
1
7
3
1
2
2
1
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DOCUMENT 00020
CAll FOR BIDS
Notice is hereby given that the Board of County Commissioners, Jefferson County, Washington,
will receive sealed bids up until the hour of 1/: (0(') a . on N-o ", I ~ I I qq I at the office of the
County Commissioners, the Jefferson County Courthouse, Port Townsend, Washington, to be then
opened and publicly read at a meeting of the County Commissioners to be held on that dale, for the
Design, Materials, labor and Coordination necessary 10 perform the ENERGY CONSERVATION
MEASURES (LIGHTING) (MECHANICAL) allhe Jefferson County Correction Cenler localed at 81 Elkins
Road, Port Hadlock, WA, according to the project plans, design criteria and bid documents. PROJECT
NO: CC0951.
Bids shall be submitted in accordance with the plans, design criteria and bid documents on file at
the office of the Director of Public Works, Jefferson County Courthouse, 1820 Jefferson Street, Port
Townsend, Washington 98368, phone (206) 385-9160, Attention: Frank Hall, Copies may be obtained
by depositing $25.00. The deposit will be refunded if the Contract Documents are returned in good
condition within 30 days of the bid opening.
Each bid shall be accompanied by a surety bond, postal money order, cash, cashier's check or
certified check payable to the Treasurer of Jefferson County in the sum of 5% of the bid amount, to be
forfeited to Jefferson County by the successful bidder if he fails to enter into a contract and file an
acceptable surety bond in the amount of 100% of the contract price within ten (10) days of the award. The
Board of County Commissioners reserves the right to reject any and all bids, and to accept the bid
deemed most advantageous to Jefferson County and to waive all informalities in the bidding.
BOARD OF JEFFERSON COUNlY COMMISSIONERS
~~--
Cha ,Lany W. DeMlson
~,.~J
Mermer, B.G. Brown
Dated
Member, Richard E. Wojt
End of Documont
DOCUMENT 00020
" '. 'In'"'"'"",,,,,', ,,',t "~'''~\ "i""". ,c."., ~,~'J I' ~\ '>;0"," ~". ,-'\\. ;l.."!. '; ~'1i', ;'^~ 'I, ~'n. ',~(li'~,t\A',rlm'~\'1'~'>I'lt1:"m~.l:1/,J;lI;'''/I';tt1'1l!l~(!,
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DOCUMENT 00100
INSTRUCTIONS TO BIDDERS
INDEX
1. INVITATION
1.01 Bid Submission
1.02 Equal Employment Opportunity
1.03 Work Identified In the Contract Documents
1.04 Contract TIme and liquidated Damages
2. BID DOCUMENTS AND CONTRACT DOCUMENTS
2.01 Definitions
2.02 Bid Documents
2.02 Contract Documents Identification
2.03 Availability
2.04 Examination
2.05 Queries/Addenda
2.06 ProduCVSystem Substitutions
3. SITE ASSESSMENT
3.01 Site Examination
3.02 Prebid Conference
4. QUALIFICATIONS
4.01 Evidence of Qualifications
4.02 Prequalification
4.03 SUbcontractorS/SUPPlierS/Others
5. BID SUBMISSION
5.01 Bid Depository
5.02 SUbmission Procedure
5.03 Bid Ineligibility
6. BID ENCLOSURES / REQUIREMENTS
6.01 Security Deposit
6.02 Consent of Surety
6.03 Performance Assurance
6.04 Insurance
6.05 Bid Form Requirements
6.06 Fees for Changes In the Work
6.07 B/d Form Signature
6.08 AcJd/lionalBid Inrormalion
6.09 Prevailing wage requirements
6. 10 Retalnage
7. ACCEPTANCE OF OFFER
7.01 Duration of Offer
7.02 Acceptance of Orfer
8. THIRD PARTY INVOLVEMENT
8.01 Pugel's Financial AssIstance to Owner
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1. INVITATION
1.01 BID SUBMISSION
A. As noted In Document 00020: Call For Bids
B. Offers submitted after the above time will be returned to the Bidder unopened.
C. Seperate bids will be accepted for: 1. Interior lighting Modifications (Section 2)
2. Mechanical Modifications (Sections 3 & 4)
1.02 EQUAL EMPLOYMENT OPPORTUNITY (General Application)
A. Discrimination in all phases of employment is prohibited by Title VII of the Civil Rights Act
of 1964 and Washington State Law Chapter 49.60 RCW. During the performance of this
contract, the Contractor agrees not to discriminate against any employee or applicant for
employment because of race, creed, color, national origin, sex, age, marital status, or the
presence of any physical, sensory or mental handicap, The contractor agrees to minority
and female employment on this contract in accordance with the goals established for
Jefferson County.
Women 6,9%
Minorities 6.1 %
1.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS
A. As noted In Document 00020: Call For Bids
1.04
A.
B.
C.
2.
2.01
A,
CONTRACT TIME AND LIQUIDATED DAMAGES
Identify Contract Time In the Bid Form, The completion date in the Agreement shall be
the Contract Time added to the commencement date denoted as calendar days.
The Owner requires that the Work of this contract be completed as quickly as possible.
Consideration will be given to time of completion when reviewing the submitted Bids.
Liquidated damages to be assesses as stated on the Bid Form (Document 00310)
BID DOCUMENTS AND CONTRACT DOCUMENTS
DEFINITIONS
Bid Documents: Contract Documents Supplemented wllh Invltallon to Bid, Instructions to
Bidders, Bid Form and Appendix A, Supplements To Bid Forms and Appendices,
Identified herein.
B. Contract Documents: Defined In AlA A201 Article 1 Including issued Addenda.
C, Bid, Offer, or Bidding: Act of submitting an offer.
D. Bid Price: Monetary sum Identified by the Bidder in the Bid Form.
E. The Owner s Project Manager (Frank Hall (206) 385-9160) Is the representallves of the
Facilities Division of the Jefferson County Department of Public Works.
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2.02 CONTRACT DOCUMENTS IDENTIFICATION
A. The Contract Documents as prepared by Facilities Division of the Jefferson County
Department of Public Works.
2.03 AVAILABILITY
A. As noted in Document 00020: Call For Bids
2.04 EXAMINATION
A. Bid Documents may be viewed at the office of the Jefferson County Department of Public
Works located in the lower level of the Courthouse in Port Townsend, WA
B. Upon receipt of Bid Documents verify that documents are complete. Notify the
Owners Project Manager {Frank Hall (206) 385-9160) should the documents be
incomplete.
C. Immediately notify the Owner's Project Manager {Frank Hall (206) 385.9160}
upon finding discrepancies or omissions in the Bid Documents.
2.05 QUERIES/ADDENDA
A. Direct questions to Frank Hall, telephone (206) 385-9160. Questions and answers
may be handled by verbal communication but are not binding upon any party unless
put in writing (see Article 2.05.0).
B. Addenda may be Issued during the Bidding period, All Addenda become part of the
Contract Documents. Include resullant costs in the Bid Price.
C. Verbal answers are not binding on any party,
D. Clarifications requested by Bidders must be in writing not less than 7 days before
date set for receipt of Bids. The reply will be in the form of an Addendum, a copy of
which will be fO/warded to known recipients.
2.06 PRODUCT/SYSTEM SUBSTITUTIONS
A. Where the Bid Documents stipulate a particular Product, substitutions will be
considered by the Project Manager up to 10 days before receipt of Bids.
B. The submission shall provide sufficient Information to determine acceptability of such
products, Project Manager will review and determine If substitution is approved
equal.
C. When a request to substitute a Product Is made, the Project Manager may review
the substitution and issue an Addendum to known Bidders If the substitution Is
approved.
D. In submission of substitutions to products specified, Bidders shall include In their
Bid,any changes required In the Work and changes to Contract Time and
Contract SunvPrice to accommodate such substitutions. A later claim by the Bidder
for an addition to the Contract Time or Contract SunvPrice because of changes in
Work necessitated by use of substitutions shall not be considered See Section
01631}.
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3. SITE ASSESSMENT
3.01 SITE EXAMINATION
A. Bidder must examine the project site before submitting a Bid.
B. A Pre-bid conference will be conducted on site at 10 AM.on Thursday October 31, 1991
for all prospective bidders. All bidders are encouraged to attend this conference
4. QUALIFICATIONS
4.01 EVIDENCE OF QUALIFICATIONS
A. To demonstrate qualification for performing the Work of this Contract, Bidders may be
requested to submit written, evidence of financial position, previous experience, current
commitments, license to perform work in the State of Washington.
4.02 PREQUALlFICATION
A. Jefferson County does not require prequalifications of prospective bidders prior to
furnishing them a bid proposal packet. However, Jefferson County will determine a
bidde(s qualifications after bids are submitted, This determination shall be based
upon financial ability to complete the project and prior contract performance.
4.03 SUBCONTRACTORS/SUPPLIERS/OTHERS
A. The Owner reserves the right to reject a proposed Subcontractor for
reasonable cause.
B. Refer to AlA Article 5 of General Conditions A201.
5. BID SUBMISSION
5.01 BID DEPOSITORY
A. As noted in Document 00020: Call For Bids
5.02 SUBMISSION PROCEDURE
A. Bidders shall be solely responsible for the delivery of their Bids In the manner and
time prescribed.
B. Submit one copy of the executed offer on the Bid Forms provided, signed and
sealed wllh the required security and bid bond In a closed opaque envelope, clearly
Identified on the outside as a bid with the foflowlng Information:
-Owne(s Name
-Project Name and Number
-Bidder's Name
-Bid Date & Time
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C. Improperly completed Information, Irregularities In bid bond, may be cause not to
open the Bid Form envelope and declare the Bid Invalid or Infonnal.
D. An abstract summary of submitted Bids will be made available to all Bidders following
Bid opening.
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5.03 BID INELlGIBILllY
A. Bids that are unsigned, Improperly signed or sealed, conditional, illegible, obscure,
contain arithmeticat errors, erasures, alterations, or Irregularities of any kind, may at the
discretion of the Owner, be declared unacceptable.
B. Bid Forms, Appendices, and enclosures which are improperly prepared may at the
discretion of the Owner, be declared unacceptable,
C. Failure to provide security deposit, bonding or insurance requirements may at the
discretion of the Owner, invalidate the Bid.
6. BID ENCLOSURES/REQUIREMENTS
6.01 SECURllY DEPOSIT
A. Bids shall be accompanied by a security deposit as follows:
1. As noted In Document 00020: Call For Bids
B. Endorse the Bid Bond in the name of the Owner as oblige, signed and
sealed by the Contractor as principal and the Surety.
C. The security deposit will be returned after delivery to the Owner of the required
Perlormance Bond by the accepted Bidder.
D. Include the cost of bid security In the bid price.
E. After a bid has been accepted, all security deposits will be returned to the unsuccessful
Bidders within ten days after execution of the contract.
F. If no contract Is awarded, all security deposits will be returned.
6.02 CONSENT OF SURElY
A Submit with the Bid.
6.03 PERFORMANCE ASSURANCE
A. Accepted Bidder: Provide a Performance bond as described In Document 00600
Contract Bond.
B. Include the cost of performance and assurance bonds In the Bid Price and Identify the
cost when requested by the Owner.
6.04 INSURANCE
A. Provide an executed "Undertaking of Insurance" on a standard form provided by the
Insurance company stating their Intention to provide Insurance to the Bidder In
accordance with the Insurance requirements of the Contract Documents.
6.05 BID FORM REOUIREMENTS
A. Complete all requested Informallon In the Bid Form and Appendices.
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6.06 FEES FOR CHANGES IN THE WORK (See Section 00700 Article 7)
A. Fees for change order work shall be charged at a rate of no more than 15% total for the
Contractor performing the work including subcontractor and contractor profit and
overhead for Changes in the Work, whether additions to or deductions from the Work on
which the Bid Price is based.
B. Fees for change order work shall be charged at as rate of no more than 8% total for the
General Contractor and/or intermediate Sub-contractor on fees of Sub-Contractor that
actually performed the work. The 8% fee shall include subcontractor and contractor profit
and overhead for Changes in the Work, whether additions to or deductions from the Work
in which the Bid Price Is based.
6,07 BID FORM SIGNATURE
A. The Bid Form shall be signed by the Bidder, as follows:
1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will
also sign. Insert the words "Sole Proprietor" under the signature.
2. Partnership: Signalure of all partners In the presence of a witness who will also sign.
Insert the word "Partner" under each signature.
3. Corporation: Signature of a duly authorized signing offlcer(s) In their normal
signatures. Insert the offlce~s capacity In which the signing officer acts, under each
signature. Affix the corporate seal. If the Bid is signed by officials other than the
President and Secretary of the company, or the PresidenUSecretarylTreasurer of the
company, a copy of the by-law resolution of the Board of Directors authorfzing them to
do so, must also be submitted with the Bid Form in the Bid envelope.
4. Joint Venture: Each party of the Joint venture shall execute the Bid Form under their
respective seals in a manner appropriate to such party as described above, similar to
the requirements of a Partnership.
6.08 ADDITIONAL BID INFORMATION
A. Bid proposals shall include manufactures"s specification sheets for all proposed materials
or equipment, a description and sketch/schematic of proposed Installation locations.
B. The apparent low bidders will be requested to submit the following Appendices to be
received by the owner in the lime stated after Bid submission:
1. Appendix A - Subcontractors: 96 hours.
2. Appendix E - Cost Breakdown: 96 hours.
C. Appendix A ' Subcontractors: Include the names of all Subcontractors and the
portions of the Work they will perform.
D. Appendix E - Cost Breakdown Identifies the Bid Price/Sum segmented Into portions
using the standard CSI Master format sections as requested by the owner.
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6.09 PREVAILING WAGE REQUIREMENTS
A Contractor must conform to all state, prevailing wage requirements and must obtain all
information related to paying prevailing wages including INTENT TO PAY
PREVAILING WAGES, CERTIFIED PAYROLL and AFFIDAVIT OF WAGES PAID
forms. Contractor must pay all fees incurred in filing these forms. A listing of prevailing
wages is included for reference in document 00670.
6.10 RETAINAGE
A. The Jefferson County Department of Public Works standard rate of retainage for this
project is set at the rate of five percent (5%).
6.11 BUILDING PERMIT
A The contractor will be responsible for obtaining and payment for the building permit
issued through the City of Port Townsend, Planning and Building Department.
7. OFFER ACCEPTANCE I REJECTION
7.01 DURATION OF OFFER
A. Bids shall remain open to acceptance for a period of thirty (30) days after the Bid
closing date.
7.02 ACCEPTANCE OF OFFER
A. The Owner reserves the right to accepl'or reject any or all offers.
B. After acceptance, the Jefferson County Department of Public Works will Issue to the
successful Bidder, a written letter of Contract Award.
8. THIRD PARTY INVOLVEMENT
8.01 PUGETS FINANCIAL ASSISTANCE TO OWNER
In reviewing any Contractor bid selected by Owner, puget will specify the amount of
financial assistance that It will offer to Owner, assuming satisfactory Installation of all
work. This amount will be determined by the parameters of Puget's commercial
conservation program (the "Program") and may be less than the amount of
Contractor's bid. Owner and not Pugetls responsible to Contractor for the cost of any
Work performed by Contractor. Following completion of the Work, Puget shall verify
the Work to determine whether It has been completed satisfactorily. Contractor shall
promptly correct, at Contractor's expense, all defects or deficiencies in the Work as
are Identified by Owner or Puget. When Puget has determined that the Work has
been satisfactorily completed, puget shall Issue a check, payable to the Owner, In the
amount of the financial assistance allowed under the Program. Puget shall have no
obligation whatsoever to extend any financial assistance If, In Its opinion, the work has
not been completed satisfactorily.
End of Document
DOCUMENT 00100
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DOCUMENT 00310
BID FORM
Proposal of
(name, address, telephone number of bidder)
Proposal for ENERGY CONSERVATION MEASURES (L1GHTING)(MECHANICAL) for the Jefferson
County Department of Corrections facility located at 81 Elkins Road, Port Hadlock, WAJ
To: Board of ~efferson County Commissioners
P,O, Box 1220
1820 Jefferson Street
Port Townsend, WA 98368
Dear Sir:
The Undersigned, having examined the site of the proposed work, Drawings, Specifications, and related
documents, being familiar with all of the conditions relating to the construction of the proposed project,
including the availability of materials,servlces, equipment and appliances required in connection wilh or
Incidental to said construction in strict conformance with the above mentioned documents, for the Base
Bid Amount of:
Dollars
($
NOTE: The above Base Bid is inclusive of Washington State and Local Sales Taxes.
All applicable taxes which the Contractor Is required to pay as herein specified shall be Included by him In
his various bid price(s) or any other compensation to be paid to him under the contract.
TIME OF COMPLETION & LIQUIDATED DAMAGES
We agree to COl1"plete t~e work of this contract within a period of calendar days beginning on the
effective date of Notice to Proceed. In the event that the work Is not completed at said time, the
Contractor agrees to forfeit to the Owner as liquidated damages the sum of Three hundred Dollars
($300.00) for the first calendar day and One Hundred Dollars ($100.00) for each and every additional
calendar day the work remains uncompleted.
ADDENDA
Receipt of Addenda numbered , , , , are hereby
acknowledged and all cost of work therefore have been Included in this proposal.
The Contractor Is hereby advised that by signature of this proposal he Is deemed to have signed the
following non-collusion certificate required for this project.
CONFIRMATION OF SITE REVIEW REQUIREMENTS
Our representative
reviewed the project slle on
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LIST OF CONSERVATION MEASURES
A. Conservation Measures:
Price
(Including ta,,)
-LIGHTING
Interior Lightine: Mods
$
-MECHANICAL
Water Heater Controls
$
VA V Heat Pumo System
Replacements
$
$
B. Repair hems:
$
$
C Other Proposed Conservation Measures:
$
$
D. Salvage Value
Salvage value of any Equipment $
Comment:
F. Scheduling:
Proposed starting date:
Completion Date:
Comments:
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Accepted
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NON-COLLUSION CERTIFICATE
The undersigned, being duly sworn, deposes and says that the person. firm, association, co-partnership
or corporation herein named, has not, either directly or indirectly, entered Into any agreement, participaled
In any collusion, or otherwise taken any action in restraint of Iree competitive bidding In the preparation
and submission 01 this proposal to Jefferson County for its consideralion in the award of the contract.
The Contractor lor himsell, and lor his heirs, executors, administrators. successors, assigns, does hereby
agree to the lull performance 01 all the covenants herein contained upon the part 01 the Conlractor.
It Is lurther provided that no liability shall attach to the County by lurther reason of entering into this
contract, except as expressly provided herein.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first below
wriUen.
Executed by the Contractor
,1991
Foregoing contract approved and ratified
, 1991
Surety
Al1omey-ln-lact
On this day personally appeared belore me known to me to be the individuals
described In and who executed the within and loregolng instrument, and acknowledge that they signed
the same as their free and voluntary act and deed, for the use and purpose therein mentioned,
Given under my hand and official seal this _ day of
1991.
Notary Public In and for the State 01 Washlnglon
residing at
End 01 Document
DOCUMENT 00310
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DOCUMENT 00410
BID GUARANTEE
The undersigned furnishes herewith bid guarantee in the amount of 5% of the total of the base bid
proposal. This bid guarantee warrants that the undersigned will not withdraw his proposal for a period of
thirty (30) days alter the scheduled closing time for the receipt of proposals. That if this proposal is
accepted, the undersigned will enter into a formal contract prepared by Jefferson County and that the
required performance bond and payment bond will be given. In the event of the withdrawal ot this
proposal within the period stipulated above, or the failure of the undersigned to enter into a contract and
give the required bonds within the ten (10) days after the undersigned has received notice ot the
acceptance of this proposal, the undersigned shall be liable to the Owner tor the full amount of the bid
guarantee as liquidated damages on account of the default of the undersigned.
If a bid bond is used, it shall be submitted on a torm fumished or approved by the County and signed by
the bidder and his surety company. The sureties attorney in fact must be registered with the Washington
State Insurance Commission.
Bidder
By
Street Address
City
State
Zip
Telephone Number
State of Washington, Contractor Registration Number
End of Document
DOCUMENT 00410
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DOCUMENT 00500
CONTRACT FORM
CONTRACT
JEFFERSON COUNTY, WASHINGTON
THIS AGREEMENT, made and entered into this day of 1991, between the
COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and the Director of
Pubr.c Works under and by virtue of TItle 36, RCW, as amended and
d hereinafter called the Contractor.
WITNESSETH:
That in consideration of the terms and conditions contained herein and attached and made a part of this
agreement, the parties hereto covenant and agree as follows:
1. The Contractor agrees to furnish all materials and do certain wor!<, to.wij: That the said Contractor
herein will undertake and complete the following described wor!<: Furnish all labor, equipment and
coordination necessary to perform the ENERGY CONSERVATION MEASURES (LIGHTING)
(MECHANICAL) at the Jefferson County Correction Center located al81 Elkins Road, Port
Hadlock, WA, in accordance with and as described in the attached specifications and the terms
and conditions herein contained and shall at the owner's discretion perform any alterations in or
additions to the wor!< provided under this contract and every part thereof.
The Contractor shall provide and be at the expense of all equipment, wor!< and labor of any sort
whatsoever that may be required for the transfer of materials and for constructing and completing
the wor!< provided for In this contract and every part thereof, except such as are mentioned in the
specifications furnished by the County of Jefferson.
The County of Jefferson hereby promises and agrees with the Contractor to employ, and does
employ the Contractor to provide the materials and to do and cause to be done the above
described wor!< and to complete and finish the same according to the attached plans and
specifications and the terms and conditions herein contained, and hereby contracts to pay for the
same according to the allached specifications and the schedule of unit or itemized prices hereto
attached, at the time and In the manner and upon the conditions provided for In this contract. The
County further agrees at the County's discretion to employ the Contractor to perform any
aiterations in or additions to the wor!< provided for In this contract that may be ordered and to pay
for the same under the terms of this contract and the allached plans and specifications.
2.
3. The Contractor for himself, and for his heirs, executor, administrators, successors, and assigns,
does hereby agree to the full performance of all the covenants herein contained upon the part of
the Contractor.
4, It Is further provided that no lIablfity shall allach to the County by reason of entering Into this
contract, except as expressly provided herein.
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IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year first below
written, and the Board of County Commissioners has caused this instrument to be executed by and in the
name of said County of Jefferson the day and year first above written.
Executed by the Contractor
, 1991
Contractor
By
Foregoing Contract Approved and Ratified
,1991
Surety
By
Attomey-in-Fact
County of Jefferson
Board of Commissioners
Chairman
Member
Member
Approved as to form this
day of
.1991
Prosecuting Attorney
End of Document
DOCUMENT 00500
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WITNESS our hands this
PRINCIPAL
By:
APPROVED AS TO FORM Ihis _ day of
Prosecuting Attorney
Address of local office and agent 01 surely company:
Slreet
City
State
Zip Code
End of Document
SECTION 00600
day of
SURETY COMPANY
By:
By:
~
1991,
Attorney-in-Fact
(Certified and effectively dated
Power 01 Attorney must be attached)
1991.
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SECTION 00660
CLOSE OUT FORMS
Request For Release:
Public Works Contract Reconciliation of Taxes:
Notice of Completion of Public Works Contract:
Consent Of Surety Company To Final Payment:
Contractors Affidavit Of Payment Of Debts And Claims:
Contractors Affidavit Of Release Of Liens:
Certificate Of Substantial Completion:
Subcontractor Detail:
Certified payroll of general contractor and subcontractor:
Affidavit Of Prevailing Wages Paid:
End of Documont
SECTION 00660
o
Form from Public Works
Department
State of Washington
Dept. of Revenue
Excise Tax Division
Olympia, WA 98504
Form from Public Works
Department
AlA Document G707
AlA Document G706
AlA Document G706A
AlA Document G704
Obtain from WA State
Dept. Of Revenue
Form from Contractor
State of Washington
Department of L&I
Form WH'347
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DOCUMENT 00661
CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held in a fund by the Owner until
(30) days following final acceptance of the work.
Date
Sigled
B. I hereby elect to have the Owner deposit the retained percentage of this contract in an interest
bearing account, not subject to withdrawal until after final acceptance of the work.
Date
Sigled
C. I hereby elect to have the Owner invest the retained percentage of this contract from time to time
as such retained percentage accrues.
I hereby designate
repository for the escrow of said funds.
I hereby further agree to be fully responsible for paymenl of all costs or fees incurred as a result of
placing said retained percentage In escrow and Investing it as authorized by statute. The Owner
shall not be Dab Ie in any way for any way for any costs or fees in connection therewith.
as the
Date
SIg'ed
End of Document
DOCUMEN'r 00 6 61
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DOCUMENT 00670
STATE OF WASHINGTON
PREVAILING WAGE RATES
Effective dates
AUGUST31,1991
Issued by
DEPARTMENT OF LABOR AND INDUSTRIES
ESAC DIVISION
406 LEGION WAY SE
OL YMPIA, WA 98504
(206) 753-4019
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STATE OF WASHINGTON
1
DEPARTMENT OF LABOR AND INDUSTRIES
ESAC DIVISION - (206) 753-4019
406 LEGION WAY SE, OLYMPIA, WASHINGTON 98504-4401
WASHINGTON STATB PUBLIC WORKS ACT
RCW 39.12
PREVAILING WAGE RATES
JBFFBRSON COUNTY
EFFECTIVE 08/31/91
* * * * * * * * * * * * * * * *
(SEE BENEFIT CODB KEY)
Code Classification Hourly Hourly Over
Wage Fringe Time Holiday Note
Rate Benefits Code Code Code
** ASBESTOS ABATEMENT, CBRTIFIED
020-0010 Certified Asbestos 16.980 3.600 41 81
Abatement Worker
** BOILERMAKERS
030-0020 Blacksmith 21. 790 5.320 54 93
030-0030 Boilermaker 21. 790 5.320 54 93
** BRICKLAYERS AND MARBLE MASONS
050-0010 Blocklayer 20.720 3.780 42 84
050-0020 BriCklayer 20.720 3.780 42 84
050-0110 Caulker 20.720 3.780 42 84
050-0100 Cleaner 20.720 3.780 42 84
050-0150 Marble Mason 20.720 3.780 42 84
" ' 050-0170 Stone Mason 20.720 3.780 42 84
050-0040 Tuckpoint 20.720 3.780 42 84
** BUILDING SERVICE EMPLOYEES
060-0010 Janitor 6.290 0.350 19 8E 107
060-0040 Traveling Waxer,Shampooer 6.680 0.350 19 BE 107
060-0030 Window Cleaners 9.950 0.350 19 BE 107
** CABJ:NET MAKERS
065-0010 Cabinet Maker - In Shop 13.120 0.000 40
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SECTION 00700
GENERAL CONDITIONS
&
SUPPLEMENTARY CONDITIONS
The "General Conditions of the Contract for Constnlction", AlA Document A-201, 1987 Edition, Articles
1 through 14 Inclusive is here by made part of these Specifications the same as if reproduced herein in full
except as modified, rescinded or supplemented by these Supplementary Conditions, which take
precedence. Those portions of the AlA General Conditions which are not altered by these
Supplementary Conditions shall remain in effect as published. A copy of the AtA General Conditions is
available at the Architect's office for reference.
NOTE: Wherever the word "Architect" Is used, substitute the word "Owner".
~
Page 2: Change as follows:
Arbitration", the 17th item in column one, is deleted and substituted in its place is "Dispute
Resolution".
ARTICLE 1 . CONTRACT DOCUMENTS'
1 .1 Definitions
1.1.1 The Contract Documents
1.3.1
Paragraph 1.1.1: Substitute the following:
In the first line after the word "Agreement", Insert the words, "Instructions to
Bidders, and the Contractor's executed bid." Delete the last sentence. "Unless
specifically enumerated. . . relaling to bidding requirements."
Ownership and Use of Architect's Drawings, Specitlcatlons and Other Documents.
Paragraph 1.3.1: Add subparagraph as follows:
1.3.1.2
The data given In the speclficallons and shown on the plans and drawings Is
believed to be accurate but the accuracy is not guaranteed. The Contractor must
take all levels, locations, measurements, and velify all dimensions on the job site
prior to construction and adapt his work to the exact construction.
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ARTICLE 3 - THE CONTRACTOR
3,4 Labor and Materials
Paragraph 3.4.3 Shall be added as follows:
3.4.3 The Contractor shall be responsible for the care and storage of materials delivered to the
work or purchased for use thereon. Stored materials shall be carefully and continuously
protected from damage or deterioration and so located as to facilitate inspection by the
Owner and Architect. This responsibility for the care and storage of materials shall be with
the Contractor whether such materials are furnished by the Contractor or by the Owner.
3.7 Permits, Fees and Notices
Subparagraph 3.7.1: Add the following:
3.7.1 The Contractor shall arrange, pay for, and include in his bid, costs for plan checking and
permit fees required by Code and other regulatory agencies.
3.10 Contractor's Construction Schedule
Subparagraph 3.10.1: Delete the first sentence: "The Contractor, promptly after being
awarded... schedule for the Work.", and substitute for the deleted sentence the
following:
3.10.1 Within ten (10) days after signing the Contract, the Contractor shall submit construction
schedule to the Owner and the Architect. An updated construction schedule shall be
submitted with each Application for Progress Payment.
ARTICLE 4 - ADMINISTRATION OF THE CONTRAQI
4.1 Architect
Paragraph 4.1: Add the following subparagraph 4.1.2.1
4.1.2.1 The Architect is not bound to define the limits of any subcontract, and will not enter into
disputes between the Contractor and his employees, including subcontractors.
Paragraph 4.1.4: Revise to read as follows:
4.1.4 Disputes arising under Subparagraph 4.1.2 and 4.1.3 shall be subject to dispute
resolution as defined in paragraph 4.5.
Paragraph 4.2.4: Modify as follows:
Delete the words "endeavor to " after "Contractor shall" in the second sentence.
4.5 Arbitration: Delete entire tllle and substitute the following:
The title "Arbllration" is deleted and substituted in lis place Is "Dispute Resolution" as the new title
of the paragraph, and throughout 4.5 In II's entirety.
Paragraph 4.5.1: Revise lines 3,5 as follows:
...shall be settled by the Director of the Jefferson County Department of Public Works,
and judgement upon...
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Paragraph 4.5.2: Revise lines 4-6 as follows:
...by the Jefferson County Department of Public Works, unless the parties,..
ARTICLE 7 . CHANGES IN THE WORK
7.3 Construction Change Directives
Paragraph 7.3.6: Delete items .1 through .5 and substitute the following:
1. Additive Changes:
a Direct Labor Costs:
This is defined as the estimated labor costs determined by either the estimated number of
journeyman crall hours to perform the change in work and the hourly costs related
thereto; or the unit labor costs applied to the material quantities. providing said unit labor
costs are developed from the above crall man.hour costs: whichever is applicable,
according to industry practice.
The hourly cosls shall be based on the following:
(1) Basic Wages: Current mlnimum prevailing hourly wage rates. including vacation
pay, for all labor, crew foreman, and general foreman performing and/or directly
supervising the work on the site. These rates, whichever are applicable, are
established by the prevailing wage rate.
(2) Fringe Benefits: Fringe benefits established by the State of Washington,
Department of Labor and Industries or contributed to labor trust funds en itemized
fringe benefits. whichever are applicable.
(3) Worke(s Insurances: Direct contributions to the State of Washington as Industrial
Insurance; Medical Aid; and Supplemental Pension, by the class and rates
established by the State of Washington. Department of Labor and Industries.
(4) Federal Insurances: Direct contributions required by the Federal Insurance
Compensation Act. (F.I.C.A); Federal Unemployment Tax Act, (F.U.T.A.); and the
State Unemployment Compensation Act, (S.U.C.A.).
(5) Costs: Cost Incurred by the Washington Industrial Safety and Health Act,
(W.I.S.H.A.). shalt be an amount to be agreed upon but not to exceed 2% of1
,2.3, and 4 above.
(6) Travel Allowance: Travel Allowance and/or subsistence, if applicable. not to
exceed those established by Regional Labor Union Agreements, shall be
itemized and identified separately.
(7) Items speclllcally excluded:
- C<>ntractor Organization dues.
b. Direct Material Costs;
This Is dellned as an Itemlzatlon of the esllmated quanllty of materials necessary to
perform the change In the work and the cost therefore. These costs shall be by the unit
cost applied to the quantity and extended. The unit costs shall be based on the
following:
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(1) The competitive costs prevailing In the area COnsidering the quantities Involved
and available delivery time.
(2) The net costs aller all discounts or rebates.
(3) Freight costs; express charges; or spedal delivery costs when applicable.
lump sum costs will be allowed only as provided for In items 4 and 5, this section.
c. Construction Equipment Usage Costs:
(1) Major Tools and Equipment: This Is defined as an Itemization ot and the
estimated length 01 time construCt/on equipment wilt be used solely on change
order work at the site. No extra cost will be allowed ilthe tools and equipment are
already on the job sile lor use on the main contract. The rental costs applied
thereto shall nol exceed the rates established by the lollowing, whichever is
applicable:
(a) The current hourly rental rates established by agreement between the
Associated General Contractors, (AG.C.), and Washington State
Department 01 Highways.
(b) The current rental rates established by the State of Washington, Utilities
and Transportation Commission lor trucks used on highways.
(c) The current rental rates established by the National Electrical Contractor's
Association (N.E.C.A) lor equipment used on electrical work.
(d) The current rental rates established by the Mechanical Contractor's
Association lor equipment used on mechanical work.
(e) II equipment is required lor which a rental rate Is not established In any ot
the above, an agreed rental rate shall be established lor that equipment.
Such rates and the use 01 the equipment on the work must be approved
by the contracting authority prior to perfOrming the work.
(f) The rates in ellect at the time 01 the Performance of the work are the
maximum rates allowable for equipment of modern design and in good
WOrking condition and Include full compensation for furnishing all fuel, oil,
lubrication, repairs, maintenance, and insurance.
(2) Small Tools, Expendable and Consumable Supplies:
(a) These are general In nature and are defined as tools lor which the Initial
purChase price Is under $500 and are nOrmally furnished by the
performing contractor,
(b) The allOwable rale for small tools will be an amount to be agreed upon but
not to exceed the fOllowing:
- General Contractors: 3% of direct labor costs.
- Specially Contractors: 5% 01 direct labor costs.
(c) Expendable and consumable supplies directly aSSOclated with the
change In work 10 be itemized.
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d. Prime Sub-contractor's Proposals:
Sub-contractor's proposals are to be itemized as In la, lb, and lc above.
e. Overhead and Profit by the Contractor Actually Performing the Work:
A total amount to be agreed upon but not to exceed 15% 01 items 1 a, 1 b, and 1 c above
will be allowed. This is to compensate such contractor lor all personnel not defined in 1 a,
above; temporary construction facilities; home office costs; olfice engineering and
estimation costs; and prolit, plus any other cost incidental to the performance 01 the
change in work.
I. Overhead and Prolit by the Prime Contractor or Intermediate Subcontractor on Sub-
Contractor's Actually Performing the Work:
(1) A total amount to be agreed upon but not to exceed 6% 01 the total amount 01
sub-contractors proposals as delined in "e" above will be allowed lor all overhead
and profit to supervise and administer the sub-contractors actually performing the
change in the work.
(2) No direct labor by the prime contractor will be allowed added to a sub-contractor's
proposal. Prime contractor's direct labor, il required, must be submitted as
outlined in la, lb, lc and 19.
g. Cost 01 Any Increase 01 Decrease in Premium by Insurance and Public Works Bond
Caused by the Change:
(1) Contractor's Liability Insurance:
To the above, the costs 01 the Contractor's Liability Insurance as outlined under
Article 27 herein is to be added.
(2) Public Work Bond:
To the above, the cost 01 the contractor's public works bond as outlined under
Article 29 herein is to be added.
2. Deductive Changes:
a. Items la.. lb, lc, le, and 19 will be itemized for deleted changes In the work.
b. Restocking charges or other special charges shall be allowed at their actual cost.
3. Additive Changes and Deductive Changes Together:
a. If a change in the work involves both additive and deductive changes the appropriate
overhead and prollt amount allowed will be added to the net difference 01 Items la, lb, 1
c. and ld.
b. If other additive changed Items are Included in the same change proposal the appropriate
overhead and prollt allowed Is to be applied to these Individual changed Items.
4. Changes Under $500.00:
If the description 01 the change in the work Is, in the opinion of the Owner, definitive enough lor
the Owner to determine lair value and total 01 the change does not exceed $500.00, no
breakdown Is required.
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5. Changes Between $500.00 and $1,500.00:
If the description of the change In the work Is, in the opinion of the Owner, definitive enough for
the Owner to detennlne fair value the breakdown shall consist of the following:
a. Lump sum labor
b. Lump sum material
c. Lump sum equipment usage
d. Appropriate overhead and profit as defined in le and 11.
ARTICLE 8 - TIME
Subparagraph 8.3.4: Add as follows:
8.3.4 The Contractor shall notify the Owner in writing within three (3) days of the beginning of
any delay for which an extension of time Is to be requested by the Contractor. The
causes for such delay shall be Included in the notification.
ARTICLE 9 - PAYMENTS AND COMPLETION
Paragraph 9.3 Applications for Payment
Subparagraph 9.3.1 Delete line 9 "If provided for elsewhere in the Contract Documents."
Subparagraph 9.3.1 Substitute the following for the deleted line: "In conformance with current
statutes of the State of Washington."
Paragraph 9.6 Progress Payments
Subparagraph 9.6.1: Add as follows:
9.6.1 Based on Applications for Payment submitled to the Architect and Certlncates of
Payment Issued by the Architect, the Owner shall make progress payments on accounts
of the Contract Sum to the Contractor as follows:
1. Not more frequently than monthly.
2. In amount not to exceed the aggregate value of work completed and
materials stockpiled on the site as determined by the Itemized schedule
of costs submitted on AlA for G702 as adjusted by subsequent change
orders; less the total of all previous payments made to the Contractor,
and less the stipulated retalnage.
3. Payments shall be made wllhln thirty (30) days of Issuance of Certificate
of Payment, except that amounl withheld as retalnage.
Add Paragraph 9.11 as follows:
9.11 Liquidated Damages
9.11.1 The Owner will suflerflnanclalloss If the Project Is not substantially complete within the
periOd set forth In the Proposal Fonn. The Contractor and the Contractor's surety, If any,
shall be liable for and shall pay the Owner, the sums herelnafler stipulated as fixed,
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agreed and liquidated damages, and not as pena~y, for each calendar day 01 delay until
the Work is substantially complete.
a. Three Hundred and no/l00 ($300.00) dollars lor the first calendar day the Work
remain uncompleted.
b. One Hundred and no/l00 ($100.00) dollars for each and every calendar day
beyond the first day that the Work remains uncompleted.
ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY
10.1 Safety Precautions and Programs
Delete subparagraph 10.1.2, and substitute the following:
10.1.2 In the event the Contractor encounters on the site material reasonable believed to be
asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the
Contractor shall immediately stop Work in the area affected and report the condition to the
Owner and Architect in writing. The Work In the affected area shall not thereafter be
resumed except by written agreement of the Owner and Contractor if in fact the material is
asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless by
written agreement of the Owner and Contractor, or in accordance with final determination
by the Architect on which litigation has not been demanded, or by litigation under Article
4.
Add subparagraph 10.1.5 as follows:
Materials containing asbestos are strictly prohibited for use in this project. Contractor shall
verify that all products utilized are asbestos free.
ARTICLE 11 - INSURANCE AND BONDS
Paragraph 11.1 Contracto(s liability Insurance
Subparagraph 11.1.1.8: Add as follows:
11.1.1.8
liability Insurance shall include but not be limited to all major divisions of
coverage and be on a comprehensive basis including:
1. Premises Operations (Including X,C, and U coverages as applicable.
2. Independent Contractor's Protective.
3. Products and Completed Operations.
4. Personal Injury liability with Employment Exclusion deleted.
5. Contractual, including specified provision for Contracto(s obligation
under Paragraph 3.18.
6. Owned, non-owned and hired motor vehicles.
7. Broad Form Property Damage Including Completed Operations.
8. Stop Gap or Employers' Contingent liability.
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9. Explosion, Collapse, Underground Damage (Referred to as 'X,C,U").
If the General Liability coverages are provided by a Commerclal General Liability
Policy on a claims-made basis, the poicy date or Retroactive Date shaU predate
the Contract; the termination date of the policy or applicable extended reporting
period shall be no earlier than the termination date 01 coverages required to be
maintained after final payment, certified In accordance with Subparagraph 9.10.2.
Subparagraph 11.1.2.1: Add as follows:
11.1.1.9
11.1.2.1
The insurance required by Subparagraph 11.1.1 shatl be written for nolless than
the following limits, or greater if required by law:
1. Workers Compensation:
(a)
State
Statutory
2. Comprehensive or Commerclal General Liability including Premises-
Operating; Independent Contractors' Protective; Products and
Completed Operations; Broad Form Property Damage):
(a) Bodily injury:
$500,000
$500,000
(b) Property Damage:
$500,000
$500,000
Each Occurrence
Aggregate
Each Occurrence
Aggregate
(c) Products and Completed Operations to be maintained lor one (1) year
after final payment:
$100,000
Aggregate
(eI) Property Damage Liability Insurance shall provide X,C, and U coverage.
(e) Broad Form Property Damage Coverage shall Include Completed
Operations.
3. Contractual liability:
(a) Bodily Injury:
$500,000 Each Occurrence
$500,000 Aggregate
(b) Property Damage:
$500,000 Each Occurrence
$500,000 Aggregate
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4. Personal Injury, wilh Employment Exclusion deleted:
$500,000
Aggregate
5. Business Auto Liability (including owned, non-owned and hired vehicles):
(a) Bodily Injury:
$500,000
$500,00
(b) Property Damage:
$500,000
Each Person
Each Occurrence
Each Occurrence
6. If the General Liability coverages are provided by a Commerclal Liability
policy, the:
(a) General Aggregate shall be not less than $500,000 and it shall apply, in
total, to this Project only.
(b) Rre Damage limit shall be nolless than $5,000,000 on anyone fire.
(c) Medical Expense limit shall be not less than $500,000 on anyone
person.
Paragraph 11.1 Contracto(s Liability Insurance
Subparagraph 11.1.3: Add as follows:
11.1.3 Said certificate shall include the following statement: "The Insurance Company has
reviewed the coverage requirements as stated In these requirements and certifies that
the policy of Insurance represented by said Certificate includes (but Is not limited to ) the
coverages designated.'
Subparagraph 11.1.14: Add as follows:
11.1.4 The following additional provisions shall be complied with:
11.1.4.1
The Owner, the Architect and each of their officers, agenls and employees, shall
be named as an additional insured on such Insurance as required under Article
11, paragraph 11.1 through 11.1.4.
The Contractor shall continue Completed Operations Liability Insurance In force
for at least one year after the date of Final Certificate of Payment.
Insurance shall be written by a firm licensed to do business In the State of
Washington, and as approved by the Owner. Approval of this insurance by the
Owner shall not relieve or decrease the liability of the Contractor hereunder.
Paragraph 11.2: Owner's Liability Insurance
11.1.4.2
11.1.4.3
Subparagraph 11.2.1: Delele entire paragraph and subslltute the following:
11.2.1
The Owner, at his opllon, may purchase and maintain such Insurance as will
protect him against claims which may arise from operations under the Contract
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SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Construction progress schedules.
B. Proposed Products list.
C. Manufacturers' Instructions.
D. Manufacturers' certificates.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Contract closeout submittals.
1.03 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule within 15 days after date established in Notice to
Proceed tor Architect/Engineer review.
B. Revise and resubmit as required.
1.04 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner-Contractor Agreement, submit complete list of major
products proposed for use, with name of manufacturer, trade name, and model number or
each product.
B. For products specified only by reference standards, give manufacturer, trade name,
model or catalog designation, and reference standards.
1.05 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed
Instructions lor delivery, storage, assembly, Installation, start-up, adjusting, and finishing,
In quantities specified for Product Data.
B. Identify conflicts between manufacturers' Instructions and Contract Documents.
1.06 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate
to Architect/Engineer for review, In quantities specified for Product Data.
B. Indicate material or Product conforms to or exceeds specified requirements. Submit
supporting reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be
acceptable to Architect/Engineer.
End of Document
SECTION 01300
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SECTION 1631
SUBSTITUTION REQUEST FORM
TO:
Project # CC0951
Project Tille: Energy Conservation Measures at
The Jefferson County Correction Center
SPECIFIED ITEM:
Section
Page
Description
Paragraph
The undersigned requests consideration of the lollowing
PROPOSED SUBSTITUTION:
Attached data includes product description, specifications, drawings, photographs, perlormance
and test data adequate for evaluation of the request; applicable portions of the data are clearly
identified.
Attached data also includes description ot changes to Contract Documents which proposed
substitution will require lor its proper installation.
The undersigned stated that the following paragraphs, unless modified on attachments, are correct:
1 . The proposed substitution does not affect the dimensions identified in the documents.
2. The undersigned will pay for changes to the building design, including engineering design,
detailing and construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse affect on other trades, the construction schedule,
or specified warranty requirements.
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function, appearance and quality 01 the Proposed Substitution
are equivalent or superior to the Specified Item.
Submitted By:
Signature
Firm
For specifiers response:
_Not Accepted
_Accepted
Address
_Accepted as noted
_Received to late
By
Date
Attachments:
Telephone
Date
Remarks
END OF SECTION 1631
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Closeout Procedures.
B. Rnal Cleaning.
C. Warranties.
1.02 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready
for ArchitecVEnginee(s inspection.
B. Provide submittals to ArchitecVEngineer that are required by governing or other
authorities.
C. Submit final Application for Payment on Contractors regular billing form.
1.04 FINAL CLEANING
A. Execute final cleaning prior to final Inspection.
B. Clean site; sweep paved areas, rake clean landscaped surfaces.
C. Remove waste and surplus materials. rubbish, and construction facilities from
the site.
1.05 WARRANTIES
A. Provide notarized copies to owner.
B. Execute and assemble documents from Subcontractors. suppliers, and manulacturers.
C. Submit prior to final Application for Payment.
D. For Items of Work delayed beyond date of Substantial Completion. provide updated
submittal within ten days after acceptance, listing date 01 acceptance as start of warranty
period.
End of Docum.lnt
SECTION 01700
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PART II
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,JEFFERSON COUNTY JAIL - PHASE II
Design and Installation Criteria for
Energy Conservation Measures
SECTION 1 - GENERAL INFORMATION TO ALL BIDDERS
1.01 Warranties
A. All materials and workmanship shall be guaranteed for a
period of one year from the date of Owner Acceptance (not
substantial completion), unless specified otherwise herein.
B. Equipment shall be installed in accordance with the
manufacturer's specifications unless otherwise noted. All work
shall comply with manufacturer's warranty requirements.
1.02 Bid Proposal Evaluation
A. Bid proposals will be evaluated on the following Criteria:
-Technical adequacy of proposed design
-Operation/Maintenance reliability of proposed design
-Cost-effectiveness in terms of estimated resultant energy
savings.
-Bidder's experience on similar type projects.
1.03 Alternative Design Proposals
A. Alternative design proposals are encouraged where additional
benefits can be realized. These should be identified as an
alternate design and will be evaluated using the same criteria
as other proposals (see Section 1.02).
1.04 Verification of Existing Conditions
A. Contractor is responsible for inspecting the existing installation
and obtaining any and all critical measurements necessary to
generate a complete, accurate proposal. Access shall be
coordinated through the Owner's Project Manager: Frank Hall
(206) 385-9160.
B. Contractor shall verify all supply voltage for any proposed
electrical equipment Installation.
C. Contractor shall inspect existing system equipment for any
deterioration or malfunction and improper of Inefficient
operating conditions. Any existing conditions noted, that are
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not presently slated for correction herein, shall be separately
itemized and quoted for correction on the list of Conservation
Measures.
1.05 Salvage
A. Salvage value of any equipment shall be itemized where
indicated on the list of Conservation Measures. Credit for
salvaoe shall not be reflected in bid quotations for individual
measures
B. Any proposed salvage or resale of removed fixtures requires
the written approval of Puget Power, otherwise all such
equipment shall be rendered inoperative and disposed of as
directed by the Owner and in a manner which complies with
current State and Federal laws. Disposal shall be at no
additional cost to the Owner.
1.06 Construction Schedule
A. Bid proposal shall include a proposed construction schedule
providing material lead time and proposed installation time
period.
1.07 Work Acceptance
A. Contractor shall verify that all installations and modifications,
accomplished as a result of contract award, comply with all
specifications defined herein. Further, the contractor shall
demonstrate same to the satisfaction of the Owner (or Owner's
representative) and Puget Power's project manager.
B. Contractor shall provide all fitting, patching and touch-up
painting necessary to match surroundings and provide a
finished appearance in harmony with adjacent, undisturbed
areas.
End of SECTION 1
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- INTERIOR LIGHTING MODIFICATIONS
Description
The majority of the interior lighting is provided by
2, 3 or 4 lamp, four foot, fluorescent fixtures
(approximately (85) 2-lamp, (50) 3-lamp, and (12) 4-
lamp). The main entry vestibule I lobby and part of
the sally port are illuminated by a total of nine,
l75-watt, recessed I mercury vapor fixtures. A small
number of 2' x 2' fluorescent fixtures are located
in a central corridor and public visiting area, and
lighting in the cell shower areas are provided by
nine, lOQ-watt incandescent fixtures.
proposed: Replace the above existing fluorescent
light fixture ballasts with electronic, energy
saving ballasts; replace existing mercury vapor
lighting in the vestibule, lobby and sally port
with energy efficient fluorescent light fixtures
(see sketch at end of section); and replace
existing incandescent shower lights with similar,
security fixtures with low-wattage fluorescent
lamps.
Products
A. Fluorescent Fixture Ballasts:
Ballasts for retrofitting standard 4 foot
fi~:'j;;ures shall be high power factor,
internally fused I short circuit protected,
energy saving, high frequency electronic type
and compatible with energy saving lamps I
~~gnetek-Triad, Valmont, EBT or Advance.
B. Fl'o~escent Light Fixtures - Lobby and Sally
Port Areas
1. Lamps: Shall be energy saving type I
General Electric "Watt-Miser", Sylvania
"Supersaver"I or approved equal.
2. Ballasts: Shall be class P, thermally
protected I high pow~r factor, internally
fused, short circui~ protected. and shall
be energy saving electronic type,
Magnetek-Triad, Valmont, EBT or Advance.
If an approved electronic ballast is not
available for specified fixtures I an
energy saving core and coil type ballast
may be substituted.
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3. Diffusers: Shall be clear, prismatic,
impact-resistant, ABS or acrylic
(fixtures in the Sally Port shall be
wrap-around design.)
4. Housing: Shall be die-formed steel
housing finished with baked-on white enamel
(fixtures in the Sally Port shall be
surface mounted).
C. Fluorescent Light Fixtures: Cell Shower Areas
1. Lamps: Shall be two, 13-watt, twin tube,
10,000 hour, 27000 Kelvin with integral
starter.
2. Fixtures: Shall be Kennal 3800 series or
equal security fixture; UL listed for wet
or damp locations with .125 inch
polycarbonate injection molded diffuser,
preheat ballast and vandal resistantJ
security-type screws or fasteners.
system Design and Installation
A. All ballasts, fixtures and components shall be
Underwriter's Laboratories, Inc. approved.
B. New components or fixtures shall be installed
to function in coordination with the existing
equipment as in integrated system. See sketch
at end of this section for proposed lobby and
sally port light replacements.
C. Shower light fixtures shall be replaced on a
one-for-one basis. Electronic ballasts shall
replace existing ballasts on a one-for-one
basis.
D. contractor is responsible for verifying
quantities I installation conditions and
compatibility of new components with existing
wiring or equipment.
E. Wiring connections and i1nstallatiol'l: or
mounting of new fixtures and lamps shall be in
accordance with applicable code or
manufacturer's requirements.
F. Ceilings are to be patched or replaced to
match existing if damaged. Wiring shall be
suitably extended or connected to suit
modifications - connections or terminations
shall be accomplished inside light fixtures or
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junction boxes. Excess materials above
ceilings shall be removed.
G. Time schedules detailing the accomplishment of
the modifications shall be coordinated and
approved by the Owner's Representative.
2.03 Equipment Disposal:
See Section 1, 1.05(I)
2.04 Bid Submittals:
Copies of manufacturer's catalog data which
provides technical and installation information
for electronic ballasts and for proposed light
fixtures shall be included with the bid submittal
for Owner approval.
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SECTION 2
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SECTION 3 - WATER HEATER CONTROLS
Description
Two pairs (total of four) of 120 gallon, 24KW, 480
volt, A.O. Smith, DSE series, cOmmercial water
heaters supply hot water for all of the facility.
One pair of water heaters in the mechanical room
provides 100 degree F hot water, by way of a
fractional horsepower circulating pump, to the
locker room showers and to the showers in the work
release I C, E, and F cell block areas. The other
pair of water heaters provide 140 degree F water
to the kitchen and laundry and, by way of a mixing
valve, provides 110 degree F water to the showers
in the 0 cell block area.
Proposed: Provide the design and installation of
components and controllers required to provide
time-of-day scheduling of the cirCUlating pump
and/or hot water~eaters.
3.01 Product
A. Water heater controls to be an electronic
control system capable of programmable, on/off
control of the hot water systems. The new
controllers may be individual control systems
or may be added control points on the central
control system that's specified for the HVAC
system mOdifications.
3.02 System Design and Installation
A. Controller shall be capable of providing time-
of-day I on/off scheduling of hot water
systems.
B. The controller and components shall be
Underwriter's Laboratories, Inc. approved.
C. New controller(s) and associated components
shall be installed to function in coordination
with the existing equip~ent as an integr~ted
system. . ,
D. Contractor is responsible for verifying
quantities I installation conditions and
compatibility of new controls or components
with existing wiring or equipment.
E. Wiring connections and installation or
mounting of new controls shall be in
accordanco with manufacturer's instructions,
and applicable codes.
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F. Time schedules detailing the accomplishment of
the modifications shall be coordinated and
approved by the Owner and Owner's
Representative.
3.03 Bid Submittals
A. Copies of manufacturer's catalog data which
provide the technical capabilities of the
proposed controller(s) shall be included with
the bid submittal for Owner approval.
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SECTION4 - VAV HEAT PUMP SYSTEM CONVERSIONS
Description
All areas north of the administration office areas
(includes the main entry lobby, employee
shower/locker rooms, and all cell block areas except
for the control room) are served by two, centrally
located I ventilation systems that operate on a
continuous basis and are located in an upper level
mechanical room.
All cells, restroom/locker areas, and kitchen are
served by a 100% outside air supply system with a
7.5 HP supply fan and a 5 HP exhaust fan that both
push air through a cross-flow type heat exchanger
with a rated efficiency of 70%.
Work release cell blocks, cell block day rooms, and
other central common areas, as well as the main
entry lobby I public visiting I kitchen pantry,
superintendent's office, and a few other minor
spaces that do not require 100% outside air, are
served by a recirculating system with a 7.5 HP
supply fan, a 5 HP return/exhaust fan, outside and
exhaust air dampers and zone duct heaters ranging
from 2 - 7.5 KW in capacity.
Proposed: Provide the design and installation of
components and equipment (coils, condensers I etc)
required to convert the existing ventilation systems
to split system heat pump operation. Work under
this section shall also include all design, labor,
materials I tools and equipment to provide variable
air volume zone control as generally depicted in
sketches at the end of this section. The design
shall utilize a zone control strategy used in such
systems as the Carrier/Parker VVTII, Enerstat 10, or
an equivalent system subject to approval by puget
Power.
All existing HVAC equipment not utilized with
proposed system design shal~ be removed and. disposed
of.
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4.01 Submittals
A. Shop Drawings - 3 copies of the following:
1.
Proposed system description I equipment
locations and installation requirements.
Condenser unit locations and installation
requirements.
2.
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3. Duct ~ork modtftcattons and tnstalla~ion.
4_ control system components and schema~ic
~riring dtagrams.
B. Heating/cooling load calculations adequa~e to
determine equipment size and balance pointS-
c. Heat pump capacity specification form (copy a~
end of this sectton).
D. oper.ating and Maintenance roanuals (see 1.oaA)
E. Description of proposed necessary disruption
of nor.mal business operation during periods of
4.02 ProrlllCi'
1\. Heat pump condenser units
provide atr-to-air, electric, heat pump
condenser units deslgnedto function in
conjunction ",ith the no'" coilS in the e)(isting
ventilation systems as a year round heating
and air conditionin<l system; UL-listed,
completelY assembled and tested, with
refrigerant charge,
1. New equlp\\\ent shall meet the performance I
safety, and rati\\g requirements as given in
the lat.est revla1o\\ of l\Ri standard 240.
?. Co\\de\\Ser C'C\ni.l,ment ah311 be insta11ed with
a crankcase "eater, a liquid line fi1ter-
dri('r, and a snction line accumulator-
1, l\\sl:a11('d equtpml'nt shall have a mini.mum
COP ot 7..9 at 47 and 1.8 al: 17 dogrees Y
a i \: 50\1\'CI' t:empc\-"t:nro,
4. compressors shall have ~ warranty of not
11'n5 ~han five (5) YfaTa.
:1 01, ~yst('m l'(~"ign
1\. l'or any ne..' dnctwClrk rl'quirl'd, it shall be
design('d in accordance with rccommended practice
out~l i ncd in S}\1\CNA "ltv1\C Duct system Design" or
1\SIIH1\E handbooks and in accordance with
.'ccommcndat. Ions of the h,.a~ pump manufacturer,
'1'\1c ;1iT d\5tri.hut.ion 5Y5t.l'm sl1"ll be designed
wi I:h in Uw c')(t.C\'na 1 nt:;1t \ c prl'ssure limitations of
tl10 ~q'1ipm~nt- to ~~ ll"rrt.
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1. New equipment and coils shall be sized to
provide a balance point at 30 degree F
outside air temperature.
2. Existing resistance heating units may be
utilized for auxiliary heating but must be
incorporated into the heating control
scheme for affected zones. otherwise, such
heating units shall be removed.
B. New Electric Resistance Heaters: If required I
new heaters shall be open wire nichrome
elements with safety and operating controls
including primary over-temperature and over-
current protection. provide single power
entry with terminal blocks.
C. The heat pump specification form information
shall be provided as part of the
heating/cooling load calculations. A separate
sheet is attached with the contract for
installation.
D. The existing recirCUlating system has
modulating outside and exhaust air dampers.
proposed system shall modulate dampers between
minimum and 100% outside air; control change
over from economy cooling to mechanical
cooling shall be fully automatic through an
adjustable temperature control device.
4.04 V A V Control Syslem
A. Provide a variable air volume control system
capable of at least two stage heating and
COOling for conditioned spaces consisting of
distinct comfort control zones (see sketches and
zone description). The supply and return air
ducts are to be fitted with a bypass damper and
associated bypass damper control system. Each
zone's temperature will be controlled by a
dedicated zone thermost~t and motorized.damper.
A central monitoring uni~ will be capable of
assessing the heating/cooling requirements of
the respective zones and place the system in the
appropriate mode dependent upon the demand. The
system will also be equipped with a real time
clock and be capable of local zone temperature
setback.
B. Quantities, type and location of control
components shall be determined by the contractor
and reviewed by the Owner's representative and
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and reviewed by the Owner's representative and
Puget power's project engineer prior to
installation.
C. Provide a control system capable of performing
the following functions of coordinating VAV
system operation:
1. Zone Demand - the central control system
shall access demand information for heating
and cooling from each zone thermostat and use
this information to contro1 the system based
on total demand.
2. system Demand - the control system shall have
field adjustable demand which determines the
number of zone thermostats that must be
calling for heating or cooling before the
condenser(s) are energized.
3. Auto/Manual Heating and COOling Changeover
the controls shall be field adjustable for
automatic changeover.
4. Fan Operation - the control system shall be
field adjustable for either continuous fan
operation or fan operation that is
intermittent only with a heating or cooling
cycle. Fan operation shall always be
intermittent during setback periods.
5. Control of Condenser Unit - the control unit
shall interface to the condenser unit and be
capable of controlling multi-stage heating/
cooling, fans and reversing valve.
6. System Type - the control system shall
maintain operational heating and cooling
supply air temperature limits and shall be
field adjustable at the unit itself.
7. Time Guard - the control system shall
maintain at least a five minute time guard
for each of two stages of heating a~d two
stages of COOling. :~he time guard shall
delay the stage from being energized for five
minutes upon initial power-up and at the
completion of each heating or COOling cycle.
4.05 System Installations
A. Ductwork Installation:
1. Installation of new ductwork shall conform
with SMACNA LPDCS. Provide mounting and
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supporting of ductwork and accessories
including I but not limited to, structural
supports I hangers I vibration isolators,
clamps I brackets I and dampers. Use
electrical isolation between dissimilar
metals. Install ductwork accessories in
accordance with the manufacturer's printed
instruction. When the air distribution
system is operated I there shall be no
chatter I vibration, or dust marks.
2. Modifications to existing ductwork and
installation of new sheet metal, fibrous
glass I and flexible ductwork shall be
accomplished in accordance with recommended
practices in SMACNA "Low Pressure Duct
construction standards (LPDCS)," "Fibrous
Glass Duct construction standardS," or
"Flexible Duct Installation standardS" as
applicable I and in accordance with
recommendations of the manufacturer.
Closure systems shall be as specified .by the
manufacturer.
Resistance Heating: Existing electric duct
heaters may be used to provide auxiliary
resistance heating and shall be controlled to
meet the following criteria:
1. Auxiliary resistance heating shall be
connected as second stage heating only.
2. Resistance heating shall be locked out
above the balance point temperature by a
field adjustable outside air thermostat.
3. Zone thermostats shall indicate resistance
heat "ON" with an appropriate signal. An
emergency heat switch shall be provided on
the thermostat to allow resistance heat
operation in case of compressor failure.
Refrigerant piping Installation: All field
erected refrigerant piping or other fie~d
installed work shall be~one in accordance
with the manufacturer's'recommendations or ARI
standard 260-75, as applicable.
condensate Drains: condensate drains shall be
the same size as the equipment drain
connection I but not less than 3/4" nominal
pipe size and shall be copper I plastic, or
other corrosion resistant material.
condensate drain piping shall include an
appropriate trap.
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E. control system Components: Contractor shall
be responsible for locating sensors and
devices. Locate and install components in
accessible locations. Wall mounted sensors
and devices I unless specifically designed for
inmate areas, shall not be used in jail cell
or day room areas. Obtain owner's approval on
type(s) ot control devices and location(s)
prior to installation. All instruments I
switches, transmitters I devices I etc. I shall
be suitably wired and mounted to protect them
from vibration I inmate damage, and high
temperature.
F. CDS Installation: Provide system and
installation in strict conformance with
manufacturer's instructions. Provide each
wire cable devoted exclusively to interfacing
controls; do not mix with other control or
power wiring.
G. Interlocking and Control Wiring:
1. Responsibility - all interlocking and
control wiring shall be the responsibility
of the Controls Contractor. All wiring
shall comply with the governing national I
state and local electrical codes.
2. Requirements - provide wiring as required
by functions specified in the system design
and proposed sequence of operation.
3. Installation - control wiring shall not be
installed in power circuit raceways.
Magnetic starters and disconnect switches
shall not be used as junction boxes.
Provide auxiliary junction boxes as
required. Coordinate location and
arrangement of all control equipment with
the Owner or Owner's Representative prior
to rough-in.
1.
H. Electric Wiring
1. Field Wiring. All modifications to field
wiring I line and low voltage, shall comply
with manufacturer's recommendations, the
National Electric Code and all applicable
local codes and ordinances.
2. Equipment voltage compatibility with
existing system shall be verified by the
Contractor.
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3. Wiring connections and installation of new
controls and condenser(s) shall be in
accordance with manufacturer's
instructions.
r. Time Schedules detailing the accomplishment ot
the modifications shall be coordinated and
approved by the OWner or OWner's
representative.
4.06 Testing and Adjusting
The completed system(s) shall be tested out under
ope~ating services by the contractor with a puget
Power and the Owner's representative present
during the test. Before the testing and
adjustment commences, the name and qualifications
of the person proposed to test and adjust the
system is to be submitted for approval by the
Owner's representative. When the system has been
put in correct operating order, a letter so
stating shall be sent to the Owner, indicating the
date that the final inspection occurred.
4.07 Documentation and Training
1. Three copies of as-built drawings consisting of
equipment locations I ductwork arrangement I as
well as any other system modifications I shall
be supplied to the Owner's representative.
2. Three operation and maintenance manuals shall be
supplied to the Owner's representative at
least seven (7) days prior to training of
operating personnel. The 0 & H manuals are to
include clear and complete descriptions of the
system hardware maintenance instructions I
troubleshooting and descriptions of control
system.
3. To ensure that the systems are operating
properly and adequately maintained I operating
personnel and/or Owner's,representativ8 ~hall
receive a minimum of two'hours operational and
maintenance instruction.
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BEAT PUMP CAPACITY SPECIFICATIONS
Heat pump condenser identification
Manufacturer
Model Number
Nominal system electrical characteristics
Volts
Phase
Hertz
satisfactory operation within voltage range of
Volts to
Volts
Total cooling capacity
Btuh Btuh sensible
at conditions of cfm air entering indoor coil
F dry-bulb, _____ F wet-bUlb, and
F dry-bulb entering outdoor coil.
Heating capacity
BTUH rated for
F, 85% relative humidity, dry-bulb air entering outdoor
coil
F dry-bulb air entering indoor coil
kw compressor power input at these conditions
C.O.P. at 47 degree F dry-bulb air entering outdoor
coil
Auxiliary electric resistance hoat
_____ kw capacity (state if existing is to be reused)
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe. P.E., Director
Rober' G. NeSbttl, P.E., County Engineer
MlElVIO]P{ANlD>1UM
TO: Jefferson County B.O.C.C.
FROM: Frank Hall
DA1E: 23 December, 1991
REF: Jefferson County Correction Center
Project # CC0951
SUBJ: Interior Lighting Modifications
Prosecuting Attorney's Review
Following our meeting of December 23. 1991 I had the Prosecuting attorney review my
letter of recommendation and evaluate the potential of negotiating the issue of time with the
apparent low bidder.
Mark Huth stated that it is not proper to negotiate with any of the bidders after the bid
opening.
I recommend that this work be awarded to the apparent low bidder "Ahearn Electric"
Our choices are to accept;
1) Bird Electric as the apparent low bidder based upon dollars and cents and hope
that they accomplish the work in 60-90 days. Keep in mind that their contract
would allow them to take up to 180 days to complete.
2) Ahearn Elcctric as the apparenllow bidder based upon time of completion (60 days)
and impact of inspection cost.
Our bid form was designed such that each bidder was to bid two items:
A) Cost to perform the work.
b) Time of Completion.
Additionally the INSTRUCTIONS TO BIDDERS section 1.00,B SUites "The Owncr
requires that the Work of this contract be completed as quickly as possible. Consideration
will be givcn to timc of completion whcn rcvicwing thc submiued bids" ~__
100% Rocyclod Papor
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PUCET POWER CONSERYATION
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RECeiVED
OCT 0 2 1992
JEFFERSON COUNTY
PUBLIC WORKS DEPT,
October 1, 1992
Mr. Frank Hall, Coordinator
Jefferson County Dept. of PUblic Works
1820 Jefferson street
Port Townsend, WA. 98368
Re: Jefferson County Jail Energy Modifications
Dear Mr. Hall:
We will be using case histories at the upcoming Energy Expo to show
attendees how they can benefit by using our conservation program. I
would like to use Jefferson County Jail as a good example of
improved HVAC equipment and controls. Although case histories will
not be a major part of the presentation I we would still like to get
a photo of your building and be able to use your facility's name.
Attached is a form that would authorize us to use your facility as a
case history.
If you have any questions, please call me at 1-800-321-4123, ext.
83-7623 or 478-7623.
~~
A r L. Mikelsen
Energy Mgt Engineer
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Pugol Sound Power & Light Company 1300 Sylvan Way PO Box 2109 Bromorton W^ 90310-0294 (20G) 3T1-3931 0
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
PO, Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rowe. RE.. Directol
Robert G. Nesbitt. PE., County Engineer
Anhur L Mikelsen
Puget Sound Power & Light Co.
1300 Sylvan Way
P.O. Box 2189
Bremerton, WA 98310
Ref: Jefferson County Jail
Subject: Energy EXPO - approval
Dear Mr. Mikelsen:
8 October, 1992
It is our pleasure to provide the attached authorization to use the Jefferson County Jail for
your presentation at the upcoming Energy Expo. This authorization gives approval to
photo the exterior of the facility. Any photos desired on the interior will require special
approval and coordination. Please contact me at least one week in advance for photos of
the interior should they be desired.
You may list me as the contact person as follows: Frank Hall
Project Manager
(206) 385-9160
Should you have any questions or concerns please call.
Sincerely,
~J//
Project Manager
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file
100% Recycled Paper
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To Whom It May Concern:
I authorize puget Sound Power & Light (Puget Power) to use the
information pertaining to the conservation project at my facility for
case history presentations. I also authorize puget Power to publish
the facility contact person's name and Ph4/..ne er along with the
case history information.
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DESIGN CRITERIA
&
BID DOCUMENTS
FOR
INTERIOR
LIGHTING
MODIFICATIONS
AT
THE
JEFFERSON COUNTY
CORRECTION CENTER
PROJECT NO: CC0951
(REVISION NO: 2)
PREPARED BY
THE JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
NOVEMBER 27, 1991
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PART I. CONTRACTUAL SPECIFICATIONS
TABLE OF CONTENTS
00020
00100
00310
00410
00500
00600
00660
00661
00670
00700
CALL FOR BIDS
INSTRUCTIONS TO BIDDERS
BID FORM
BID GUARANTEE
CONTRACT FORM
CONTRACT BOND FORM
CLOSE OUT FORMS
DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
STATE OF WASHINGTON PREVAILING WAGES
& BENEFIT CODE KEY
GENERAL CONDITIONS AND SUPPLEMENTARY
CONDITIONS
PARTII. TECHNICAL SPECIFICATIONS
DIVISION 1 GENERAL REOlJlREMENTS
01300
01631
01700
SUBMITTALS
SLiBSTITUTION FORM
CONTRACT CLOSE OUT
DIVISION 2 DESIGN AND INSTALLATION CRITERIA
SECTION 1 GENERAL INFORMATION TO ALL BIDDERS
SECTION 2 INTERIOR LIGHTING MODIFICATIONS
PARTIAL REFLECTED CEILING PLAN (SK-l)
PARTIAL LIGHTING PLAN (SK-2)
SECTION 3 PLiGET POWER - Florescent Lamp Electronic
Ballast Specification
LIST (Ballasts Meeting Puget Powers Specifications)
END OF
TABLE OF CONTENTS
NO OF PAGES
1
7
3
1
2
2
1
1
15
11
9
2
3
1
1
2
4
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PART II
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SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Construction progress schedules.
B. Proposed Products list.
C. Manufacturers' instructions.
D. Manufacturers' certificates.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Contract closeout submittals.
1.03 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule within 15 days after date established In Notice to Proceed for
Architect/Engineer review.
B. Revise and resubmit as required.
1.04 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner-Contractor Agreement, submit complete list of major products
proposed for use, with name of manufacturer, trade name, and model number or each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or
catalog designation, and reference standards.
1.05 MANUFACTURER'S INSTRUCTIONS
A. When specified In Individual specification Sections, submit manufacturers' printed Instructions for
delivery, storage, assembly, Installation, start.up, adjusting, and finishing, In quantities specified
for Product Data.
B. Identify conflicts between manufacturers' Instructions and Contract Documents.
1.06 MANUFACTURER'S CERTIFICATES
A. When specltled In Individual speclflcation Sections, submit manufacturers' certificate to
Architect/Engineer for review, In quantities specified for Product Data.
B. Indicate materlal or Product conforms to or exceeds specified requirements. Submit
supporting reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test resu~s on materlal or Product, but must be acceptable
to Architect/Engineer.
End of Document
SECTION 01300
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_Not Accepted
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SECTION 1631
SUBSTITUTION REQUEST FORM
TO:
Project # CC0951
Project Title:
Energy Conservation Measures at
The Jellerson County Correction Center
SPECIFIED ITEM:
SilCtiOri Page paragraph
Description
The undersigned requests consideration 01 the following
PROPOSED SUBSTITUTION:
Attached data includes product description, specifications, drawings, photographs, performance
and test data adequate for evaluation of the request; applicable portions 01 the data are clearly
Identified.
Attached data also Includes description of changes to Contract Documents which proposed
substitution will require for its proper installation.
The undersigned stated that the following paragraphs, unless modified on attachments, are correct:
1. The proposed substitution does not allect the dimensions Identified in the documents.
2. The undersigned will pay for changes to the building design, including engineering design,
detailing and construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse affect on other trades, the construction schedute,
or specified warranty requirements.
4. Maintenance and service parts will be locally available lor the proposed substitution.
The undersigned further states that the function, appearance and quality 01 the Proposed Substitution
are equivalent or superior to the Specified Item.
Submitted By:
Signature
Firm
For specifiers response:
Date
Telephone
_Accepted as noted
_Received to late
By
Date
Address
Attachments:
Remarks
END OF SECTION 1631
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Closeout Procedures.
B. Rnal Cleaning.
C. Warranties.
1.02 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready
for Architect/Englnee(s Inspection.
B. Provide submittals to Architect/Engineer that are required by goveming or other authorities.
C. Submit final Application for Payment on Contractors regular billing form.
1.04 FINAL CLEANING
A. Execute IInal cleaning prior to final Inspection.
B. Clean site; sweep paved areas, rake clean landscaped surfaces.
C. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.05 WARRANTIES
A. Provide notarized copies to owner.
B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.
C. Submit prior to final Application for Payment.
D. For Items of Work delayed beyond date of Substantial Completion, provide updated submittal
within ten days after acceptance, listing date of acceptance as start of warranty period.
End of Documonl
SECTION 01700
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JEFFERSON COUNTY JAIL - PHASE "
Design and Installation Criteria for
INTERIOR LIGHTING MODIFICATIONS
SECTION 1 - GENERAL INFORMATION TO ALL BIDDERS
1.01 Warranties
A. All materials and workmanship shall be guaranteed for a
period of one year from the date of Owner Acceptance (not
substantial completion), unless specified otherwise herein.
B. Equipment shall be installed in accordance with the
manufacturer's specifications unless otherwise noted. All work
shall comply with manufacturer's warranty requirements.
1.02 Bid Proposal Evaluation
A. Bid proposals will be evaluated on the following Criteria:
-Technical adequacy of proposed design
-Operation/Maintenance reliability of proposed design
-Cost-effectiveness in terms of estimated resultant energy
savings.
-Bidder's experience on similar type projects.
1.03 Verification of Existing Conditions
A. Contractor is responsible for inspecting the existing installation
and obtaining any and all critical measurements necessary to
generate a complete, accurate proposal. Access shall be
coordinated through the Owner's Project Manager: Frank Hall
(206) 385-9160.
B. Contractor shall verify all supply voltage for any proposed
electrical equipment installation.
1,04 Salvage
A. Any proposed salvage or resale of removed fixtures requires
the written approval of Puget Power, otherwise all such
equipment shall be rendered Inoperative and disposed of as
directed by the Owner and in a manner which complies with
current State and Federal laws. Disposal shall be at no
additional cost to the Owner.
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1.05 Construction Schedule
A. Bid proposal shall include a proposed construction schedule
providing material lead time and proposed installation time
period.
1.06 Product Acceptance
A. Florescent Lamp Electronic Ballasts must be in compliance with
Puget Powers Specifications (see PART II, SECTION 3).
B. A list of Ballasts meeting Puget Powers Specifications is enclosed
for your use (see PART II, SECTION 3
1.07 Work Acceptance
A. Contractor shall verify that all installations and modifications,
accomplished as a result of contract award, comply with all
specifications defined herein. Further, the contractor shall
demonstrate same to the satisfaction of the Owner (or Owner's
representative) and Puget Power's project manager.
B. Contractor shall provide all fitting, patching and touch-up
painting necessary to match surroundings and provide a
finished appearance in harmony with adjacent, undisturbed
areas.
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SECTION 2 - INTERIOR LIGHTING MODIFICATIONS
Description
The majority of the interior lighting is provided by
2, 3 or 4 1ampI four foot, fluorescent fixtures
(approximately (85) 2-lamp, (50) 3-lamp, and (12) 4-
lamp). The main entry vestibule, lobby and part of
the sally port are illuminated by a total of nine,
175-watt, recessed I mercury vapor fixtures. A small
number of 2' x 2' fluorescent fixtures are located
in a central corridor and public visiting area, and
lighting in the cell shower areas are provided by
nine, 10Q-watt incandescent fixtures.
Proposed: Replace the above eXisting fluorescent
light fixture ballasts with electronic I energy
saving ballasts; replace eXisting mercury vapor
lighting in the vestibule I lobby and sally port
with energy efficient fluorescent light fixtures
(see sketch at end of section); and replace
existing incandescent shower lights with similar,
security fixtures with low-wattage fluorescent
lamps.
2.01 Products
A. Fluorescent Fixture Ballasts:
Ballasts for retrofitting standard 4 foot
fixtures shall be high power factor I
internally fused, short circuit protected,
energy saving, high frequency electroniq type
and compatible with energy saving lamps,
Magnetek-Triad, Valmont, EBT or Advance.
B. Fluorescent Light Fixtures
Port Areas
Lobby and Sally
1. Lamps: Shall be energy saving type,
General Electric "Watt-Miser", Sylvania
"Supersaver", or approved equal.
2. Ballasts: Shall be class P, thermally
protected, high pow~r factor, inte~nally
fUsed, short circuit protecte~ and shall
be energy saving electroniq type,
Magnetek-Triad, Valmont, EBT or Advance.
If an approved electronic ballast is not
available for specified fixtures, an
energy saving core and coil type ballast
may be substituted.
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3. Diffusers: Shall be clear, prismatic I
impact-resistant I ABS or acrylic
(fixtures in the Sally Port shall be
wrap-around design.)
4. Housing: Shall be die-formed steel
housing finished with baked-on white enamel
(fixtures in the Sally Port shall be
surface mounted).
C. Fluorescent Light Fixtures: Cell Shower Areas
1. Lamps: Shall be two, 13-watt, twin tube,
10,000 hour, 27000 Kelvin with integral
starter.
2. Fixtures: Shall be Kennal 3800 series or
equal security fixture; UL listed for wet
or damp locations with .125 inch
polycarbonate injection molded diffuser,
preheat ballast and vandal resistantl
security-type screws or fasteners.
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2.D2 System Design and Installation
A. All ballasts, fixtures and components shall be
Underwriter's Laboratories, Inc. approved.
B. New components or fixtures shall be installed
to function in coordination with the existing
equipment as in integrated system. See sketch
at end of this section for proposed lobby and
sally port light replacements.
C. Shower light fixtures shall be replaced on a
one-for-one basis. Electronic ballasts shall
replace existing ballasts on a one-for-one
basis.
D. Contractor is responsible tor verifying
quantities I installation conditions and
compatibility of new components with existing
wiring or equipment.
f. ..
E. Wiring connections and installation or
mounting of new fixtures and lamps shall be in
accordance with applicable code or
manufacturer's requirements.
F. Ceilings are to be patched or replaced to
match existing it damaged. Wiring shall be
suitably extended or connected to suit
modifications - connections or terminations
shall be accomplished inside light fixtures or
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junction boxes. Excess materials above
ceilings shall be removed.
G. Time schedules detailing the accomplishment of
the modifications shall be coordinated and
approved by the Owner's Representative.
2.03 Equipment Disposal:
See section 1, 1.05(1)
2.04 Bid Submittals:
Copies of manufacturer's catalog data which
provides technical and installation information
for electronic ballasts and for proposed light
fixtures shall be included with the bid submittal
for owner approval.
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PART III
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PUGET POWER
Fluorescent Lamp Electronic Ballast Specification
General: All electronic ballasts shall meet the requirements of
UL 935 and shall bear the appropriate UL label.
Submittals: Provide manufacturers' data for each type of
electronic ballast installed. Also provide nationally recognized
independent test laboratory data verifying compliance with the
specifications herein.
Warranty: The electronic ballasts shall be warranted against
defects in material and workmanship for three years. The warranty
shall include either a $10 replacement labor allowance or complete
replacement including labor by an agent of the manufacturer.
MeChanical Construction: Electronic ballasts shall have the same
physical dimensions and mounting arrangements as those of their
core and coil counterparts.
Electrical Characteristics: The Electronic ballast shall
withstand input Power line transients as defined in ANSI C62.41.
The ballast shall tolerate a line Voltage variation of +/-10%.
"".
The POwer factor shall be 90% or higher, The lamp crest factor
shall measure 1.7 or less for rapid start ballasts and 1.85 or
less for instant start ballasts.
The electronic ballast shall be Class "A" sOund rated and UL Class
P thermally protected.
Total harmonic distortion of the input current to the electronic
ballast shall not exceed 20% of the input current.
The electronic ballast shall comply with FCC rules and regulations
Part Ie conCerning the generation of both EMJ (electromagnetic
interference) and RFI (radio frequency interference).
Instant starting teChniques of rapid start lamps are acceptable
provided the Customer is advised in writing of the lamp life
redUction as stated by the lamp manUfacturer.
PAGE 1
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Performance characteristics:
The electronic ballast shall have an input wattage that does not
exceed 75% of the value for their standard electromagnetic core
and coil counterparts or 85% of the value for their energy
efficient core and coil counterparts.
The electronic ballast shall operate the lamp at a frequency of 20
KHZ or greater.
The ballast shall start and operate standard lamps at 50 deg. F.
and energy savings lamps at 60 deg. F. Ballast case temperature
shall not exceed 25 deg. C. rise above a 40 deg C. ambient.
The ballast shall be provided with an internal fuse to protect the
electrical power supply from internal component failure. The
ballast shall also be short-circuit protected in the event of
miswiring.
Approvals: Each ballast/lamp combination will be considered
separately. Blanket approval of a manufacturer's line of ballasts
will not be given.
Performance Evaluation: All evaluations will be based upon
independent laboratory test data. periodic re-certification will
be required.
9/18/91
PAGE 2
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.' CATALOG NO. VOLTS LAMP TYPE & QTY_ WATTS. BALL.
1 FAC
1 ADVANCE
"] RIC-140-TP 120 1-r40T12 35 .83
RIC-140-TP 120 1-r40T12ES 31 .87
RIC-140-TP 120 1-F32T8 40 1.13
RIC-2S40-TP 120 2-r40T12 73 .88
RIC-2S40-TP 120 2-r40T12ES 63 .90
RIC-2s40-TP 120 2-F32TO 82 1.15
RIC-2S32-TP 120 2-f'32TB 67 .8B
RIC-3S40-TP 120 3-r40T12 109 ,86
RIC-3S40-TP 120 3-F40T12ES 97 .90
REL-3P32-RH-TP 120 3-F32TO 84 .85
REL-4P32-RH-TP 120 4-F32TB 112 .86
VIC-140-TP 277 1-F40T12 36 .83
VIC-140-TP 277 1-F40T12ES 32 ,86
VIC-140-TP 277 1-F32T8 39 1. 09
VIC-2S40-TP 277 2-F40T12 70 .86
VIC-2S40-TP 277 2-F40T12ES 62 .88
VIC-2S40-TP 277 2-F32T8 75 1. 07
VIC-2S32-TP 277 2-F32T8 65 ,90
VIC-3S32-TP 277 3-F32T8 93 .86
!/ VIC-3S40-TP 277 3-F40T12 108 .90
VIC-3S40TP 277 3-F40T12ES 96 .92
VEL-3P32-RH-TP 277 3-F32T8 82 .06
VEL-4P32-RH-TP 277 4-F32T8 111 ,07
EDT
SSBl-120-1/40-LH 120 1-F40T12 30 .90
SSBl-120-1/40-LH 120 1-F40T12ES 33 .87
SSBl-120-2/40-LH 120 2-F40T12 71 .84
SSBl-120-2/40_LH 120 2-F40T12ES 61 .B3
SSDl-120-3/40-LH 120 3-r40T12 103 .04
SSB2-120-1/32IS_LH 120 1-F32TO 29 .02
SSB2-120-2/32IS_LH 120 2-r32TB 59 .89
SSB2-120-3/32IS-LH 120 3-F32TO 92 N.A.
SSD2-120-4/32IS_LH 120 4-r32TO 109 .B1
SSBl-120-2/96HO_LH 120 2-F96T12HO 195 .02 (SEE NOTE 6 )
SSB1-120-2/96HO-LH 120 2-r96T12HO/ES 167 .01 (SEE NOTE 6 )
SSB2-120-2/96IS-LH 120 2-r96T12 135 .06 (SEE NOTE 6 )
SSB2-120-2/96IS-LH 120 2-r96T12ES 110 .07 (SEE NOTE 6 )
PAGE 1
REVISION -5- 10/11/91
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BALLAS~ MEETING PUGET POWER SPECOCATIONS
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CATALOG NO. VOLTS LA1'IP TYPE & QTY. WATTS * BALL. FAC.
EBT (CONT. )
SSBl-277-1/40_LH 277 1-F40T12 40 .94
SSBl-277-1/40_LH 277 1-F40T12ES 35 .90
SSBl-277-2/40_LH 277 2-F40T12 72 .89
SSBl-277-2/40_LH 277 2-F40T12ES 62 .87
SSBI-277-3/40_LH 277 3-F40T12 105 .87
SSB2-277-1/32IS_LH 277 I-F32TO 30 _85
SSB2-277-2/32IS_LH 277 2-F32T8 59 .89
SSB2-277-3/32IS_LH 277 3-F32T8 95 N.A.
SSB2-277-4/32IS_LH 277 4-F32T8 100 .83
SSBl-277-2/96HO_LH 277 2-F96T12HO 193 .83 (SEE NOTE
SSBI-277-2/96HO_LH 277 2-F96T12HO/ES 167 .82 (SEE NOTE
SSB2-277-2/96IS_LH 277 2-F96T12 132 .86 (SEE NOTE
SSB2-277-2/96IS_LH 277 2-F96T12ES 108 .86 (SEE NOTE
ETTA
ETP-120-A2 120 2-F40T12 72 .82
E2S-2 77 -A2 277 2-F40T12 74 .84
~GNETEK/TRIAD
82321120 120 2-F32T8 64 .95
B232I120L*.* 120 2-F32T8 56 .81
8332I120L*.* 120 3-F32T8 80 .00
'/ B432I120L**. 120 4-F32T8 90 .75
82321277 277 2-F32T8 63 .95
-, 82321277L.*. 277 2-F32T8 54 .01
83321277L**. 277 3-F32T8 00 .01
84321277L**. 277 4-F32T8 98 .70
MOTOROLA
M3-RN-TI2-ILL_277 277 3-F40T12 104 .90
M3-RN-T12-ILL_277 277 3-F40T12ES 86 .80
M2-RN-T8-ILL_277 277 2-F32T8 59 .09
M3-RN-TO-ILL_277 277 3-F32T8 91 .91
M4-RN-T8-ILL_277 277 4-F32TO 115 .87
OS RA11
QT-2X32/120IS 120 2-F32TO 59 .89
QT-3X32/120IS 120 3-F'32TO 92 N,A.
QT-4X32/120IS 120 4-F32TO 109 .01
QT-2X36/120IS 120 2-F36TO'* 79 1. 03
QT-2X32/277IS 277 2-F'32TO 59 .09
QT-3X32/277IS 277 3-F32TO 95 N.A.
QT-4X32/277IS 277 4-P'32TO lOa .83
QT-2X36/277IS 277 2-F36TO** 78 1. 04
PAGE 2 REVISION -5-
10/11/91
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PAGE 3
'~ BALLA5i:)MEETING ,.......
PUGET POWER SPECI i',,'::ATIONS
1 CATALOG NO. VOLTS LAl'IP TYPE & QTY. WATTS. BALL. FAC.
SI'lALLWOOO
':l
I SE624120 120 I-F40T12 36 .89
SE624120 120 I-F40T12ES 30 ,84
5E624120 120 I-F32T8 42 1. 24
SE624120 120 2-F40T12 65 .83
SE624120 120 2-F40T12ES 54 .80
SE624120 120 2-F32T8 71 1.07
SE624120 120 I-F96T12 66 .86
SE624120 120 I-F96T12ES 55 .85
SE624120 120 I-F96T8 71 1.27
5E624277 277 2-F40T12 70 N.A.
5E624277 277 2-F32T8 72 N.A.
SE624277 277 I-F96Tl2 66 N.A.
5E624277 277 I-F96T12ES 55 N.A.
5E624277 277 I-F96T8 73 N.A.
TERRALUX
T6L-400120 120 2-F40Tl2 67 .84
T6L-400120 120 2-F40T12ES 55 .81
T6L-320120 120 2-F32T8 59 .89
T6L-400277 277 2-F40Tl2 64 .83
T6L-400277 277 2-F40T12ES 53 .78
T6L-320277 277 2-F32T8 59 .90
VALI'IONT
-
E240SR120GOl 120 2-F40T12 68 .81
E240SR120GOl 120 2-F40Tl2E5 58 .82
E232SR120GOl 120 2-f'32T8 61 ,88
E332PIl20GOl 120 3-f'32T8 86 .87
E240SR277GOl 277 2-f'40T12 68 .82
E240SR277GOl 277 2-f'40T12E5 58 ,83
E232SR277GOl 277 2-f'32T8 62 ,90
E332PI277GOl 277 3-f'32T8 85 ,88
FOLLOW ALL MANUFACTURERS RECOMMENDATIONS WilEN CIIOOSING A BALLAST
· ANSI Watts (free air-not enclosed in fixture)
.. 36 Watt T8 Lamp
... Per manufacturers' data, this ballast designed to replace
standard magnetic ballasts with energy saving T12 lamps.
REVISION -5- 10/11/91
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2 )
3 )
4 )
5)
6)
PAGE 4
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ADVANCb~i,"d ETTA ballasts are rapi'co- start. ADVANCE
RIC/VIC 2S40-TP is capable of operating T8, T10 and T12
lamps.
OSRAM ballasts are instant start.
SMALLWOOD Ballast is a rapid start ballast except when
operating F96Tl2 lamps,then it is instant start.
SMALLWOOD ballast is capable of operating T8, TIO and
T12 lamps.
All MAGNETEK/TRIAD are instant start ballasts
For VALMONT-'SR' indicates series wired lamps rapid
start; 'PI' indicates parallel wired lamps instant
start.
Energy saving Magnetic ballasts may be substituted for
Electronic Ballasts in 2 lamp 8' SLIMLINE and HO
applications.
REVISION -5- 10/11/91
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End of SECTION 3
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'!tifj,A S so C I ATE S
148 FIRST STREET 8REMERTON, WA 98310
(206) 479-5600
[b~uuCO @[F' uOO~[K]~G0iJOuu~[b
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[] Shop drawings
[] Copy of leller
o Prints
o Change order
WE ARE SENOING YOU ~llaChed [] Under separate cover via
o Plans
t eJ~\i'F~i~OO COUNTY
o Samples PUElIs~if\M,~S DEPT.
COPIES
DATE
NO,
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THESE ARE TRANSMITTED as checked below:
o
DESCRIPTION
ldrrJ:::e. __~_ ___ f'Ps:f:14\U E
{YJOP~_~E:-~ _'f'''c..l~ E
o For approval 0 Approved as submitted
X,[or your use 0 Approved as noted
o As requested 0 Returned for corrections
)<l For review and comment 0
[J Resubmit_copics for approval
D Submit_copies for distribution
o Return_corrected prints
o FOR BIDS DUE
REMARKS
FrzA~K. ~
FLEAS.e ~E"'\ f;.1f0
AN, lih)ESTlo~S.
f
19_ [] PRINTS RETURNED AFTER LOAN TO US
~ L..e-r ffle ~l'-.'JoiN \r YDU
c..ON)MeNL~ ~-rc.--I
\1MJ&
.------
____--________._____:Dtt<.~2L
COpy To~_~\\~J.\...S>e0/--i".:f'--'--_-_ / l /'
SIGNED: '\jf'1(2NOt-J . '-:::lC~
" enclOlurl. .r. not .. noted, hlndly noll'y UI ., onel.
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JEFFERSON COUNTY JAIL - PHASE II
HvAc-
+
Ii 07 IJ.J r'rT'r;-IL----
Design and Installation criteria for
Energy Conservation Measures
SECTION 1 - GENERAL INFORMATION TO ALL BIDDERS
1.01 Work shall include all design, materials, and labor
necessary to install:
Section 2 VAV Heat Pump system Conversions
section 3 Water Heater Controls
in accordance with the criteria set forth herein.
The purpose of work under this contract is to reduce
electrical energy use at the facility.
1.02 Facility Description
The Jefferson County Jail is a 15,000 total square
~ foot (conditioned area) I single story, tilt-up
concrete structure that houses the county Sheriff
administration and processing functions as well as
the 50 person (maximum) correction facility. The
facility was designed and built in the 1983/1984
time frame. The majority of the jail areas in the
facility (11,400 square feet) are occupied 24 hours
per day throughout the year with an average of
approximately 30 inmates.
1.03 Standards and Codes
A. All work shall comply with applicable industry
standards I building codes and ordinances.
1.04 Warranties
A.
All materials and workmanship shall be
guaranteed for a period of one year from the
date of Owner acceptance, unless specified
otherwise herein.
t
Equipment shall be installed in accordance
the manUfacturer's specifications unless
otherwise noted. All work shall comply with
manufacturer's warranty requirements.
B.
with
1.05 Bid proposals
A. Bid proposals will be evaluated on the following
criteria:
",- 11.\
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Technical adequacy of proposed design
Operation/Maintenance reliability
of proposed design
Cost-effectiveness in terms of estimated
resultant energy savings
Bidder's experience on similar type projects
B. Bid proposals must include manufacturers
specification sheets for all proposed materials
or equipment, a description and sketch/
schematic of proposed installation locations, a
brief description of the bidder's qualifications
and related experience, and the total
installation costs (including sales tax) with
labor and material charges separately priced.
c. The use of specific brand names when specifying
equipment and materials herein does not preclude
the acceptance of other manufacturers products,
provided the substitute product meets or exceeds
all performance and appearance requirements
established by the OWner and Puget Power.
1. Requests for material/product substitutions
shall be made in writing and included as an
alternate in the bid sUbmittal package.
2. A detailed description of all proposed,
alternatiVe products shall be provided with
each substitution request.
3. Formal acceptance of material/ product
sUbstitutions will be made in writing to the
sUccessfUl bidder at the time of bid award;
indicating Owner and Puget Power approval of
the propOsed substitutions.
D. Alternative design proposals are encouraged
where additional benefits can be realized.
These shoUld be itemized on the List of
Conservation Measures and will be evaluated
using the same criteria as other proposals (see
Section 1.051\).
E. Contractor is responsible for inspecting the
eXisting installation and obtaining any and all
critical measurements necessary to generate a
complete, accurate proposal.
F. Contractor shall verify all SUpply voltage for
any propOsed electrical equipment installation.
......., 1\.\
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o
G. Contractor shall inspect existing system
equipment fo~ any deterioration or malfunction
and improper or inefficient operating
conditions. Any existing conditions noted, that
are not presently slated for correction herein,
shall be separately itemized and quoted for
correction on the List of Conservation Measures.
H. Salvage value of any equipment shall be itemized
where indicated on the List of Conservation
Measures. Credit for salvaqe should not be
reflected in bid quotations for individual
measures.
I. Any proposed salvage or resale of removed energy
consuming equipment requires the written
approval of puget Power, otherwise all such
equipment shall be rendered inoperative and
disposed of as directed by the Owner and in a
manner which complies with current state and
Federal laws.
J. All bid proposals shall include a proposed
construction schedule providing material lead
time and proposed installation time period.
1. 06 Scheduling
A. All pre-proposal inspections and any subsequent
work performed as a result of contract award
shall be coordinated with the Owner, so as to
minimize interference with Owner's daily
activities.
1.07 Work Acceptance
A. Contractor shall verify that all installations
and modifications, accomplished as a result of
contract award I comply with all specifications
defined herein. Further, the contractor shall
demonstrate same to the satisfaction of the
Owner (or Owner's representative) and Puget
Power's project manager.
i
B. Contractor shall provide 'all fitting I patching
and touch-up painting necessary to match
surroundings and provide a finished appearance
in harmony with adjacent, undisturbed areas.
1.08 Documentation and Training
A. contractor(s) shall provide two copies of a
complete installation and programming document
covering equipment and materials installed
,11.
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and/or modified during contract performance.
This, as a minimum, shall include the fOllowing
data:
1. Catalog cuts of manufacturers specifications
and warranty information for new equipment,
controls and associated materials.
2. Periodic maintenance recommendations (include
consumable items like battery, belts, etc.).
These documents shall be transferred to the
Owner (or Owner's representative) at the Work
Acceptance demonstration (see Section 1.07A)
B. To ensure that the systems are operating
properly and will be adequately maintained,
Contractor shall provide operating personnel
and/or Owner's representative with training
where specified by the appliable Section.
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..,.'nu~u' oaO" ,n" er' "",,'0" in ,. upP" ,.,.,
rncchC\fl iJ"~t\'\ room.
^" ,. "', ".0<00./ ,o,k" er ,.., and ,;tChO~ ,,0
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.,.0 '" ,,,pP'" 'A. o.d . " dP ,.'MU" "b that bOth
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with n rated cfflclenc~ of '10"
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o,h" oon'''' ,,00.00 ",."" a, ."n ., <h" .a,n
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"" "q'" 0' ,. ", n,.".,m ,."n' .,,-C CO 000'''0'' bl puoet
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3. Duct work modifications and installation.
4. Control system components and schematic
wiring diagrams.
B. Heating/cooling load calculations adequate to
determine equipment size and balance points.
c. Heat Pump Capacity specification form (copy at
end of this Section).
D. Operating and Maintenance manuals (see 1.08A).
E. Description of proposed necessary disruption
of normal business operation during periods of
Products
A. Heat Pump Condenser units
Provide air-to-air I electric I heat pump
condenser units designed to function in
conjunction with the new coils in the existing
ventilation systems as a year round heating
and air conditioning system; UL-listed,
completely assembled and tested, with
refrigerant charge.
1. New equipment shall meet the performance I
safety, and rating requirements as given in
the latest revision of ARI Standard 240.
2. Condenser equipment shall be installed with
a crankcase heater I a liquid line filter-
drier, and a suction line accumulator.
3. Installed equipment shall have a minimum
COP of 2.9 at 47 and 1.8 at 17 degrees F
air source temperature.
4. Compressors shall have a warranty of not
less than five (5) y~ars.
system Design
A. For any new ductwork required, it shall be
designed in accordance with recommended practice
outlined in SMACNA "HVAC Duct system Design" or
ASHRAE handbooks and in accordance with
recommendations of the heat pump manufacturer.
The air distribution system shall be designed
within the external static pressure limitations
the equipment to be used.
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1. New equipment and coils shall be sized to
provide a balance point at 30 degree F
outside air temperature.
2. Existing resistance heating units may be
utilized for auxiliary heating but must be
incorporated into the heating control
scheme for affected zones. otherwise I such
heating units shall be removed.
B. New Electric Resistance Heaters: If required,
new heaters shall be open wire nichrome
elements with safety and operating controls
including primary over-temperature and over-
current protection. provide single power
entry with terminal blocks.
C. The heat pump specification form information
shall be provided as part of the
heating/cooling load calcUlations. A separate
sheet is attached with the contract for
installation.
D. The existing recirculating system has
modulating outside and exhaust air dampers.
proposed system shall modulate dampers between
minimum and 100% outside air; control change
over from economy cooling to mechanical
cooling shall be fully automatic through an
adjustable temperature control device.
2.04 VAV control system
A. provide a variable air volume control system
capable of at least two stage heating and
cooling for conditioned spaces consisting of
distinct comfort control zones (see sketches and
zone description). The supply and return air
ducts are to be fitted with a bypass damper and
associated bypass damper control system. Each
zone's temperature will be controlled by a
dedicated zone thermostat and motorized.damper.
A central monitoring unit will be capable of
assessing the heating/cooling requirements of
the respective zoneS and place the system in the
appropriate mode dependent upon the demand. The
system will also be equipped with a real time
clock and be capable of local zone temperature
setback.
B. Quantities, type and location of control
components shall be determined by the contractor
and reviewed by the owner's representative and
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and reviewed by the Owner's representative and
puget Power's project engineer prior to
installation.
C. Provide a control system capable of performing
the following functions of coordinating VAV
system operation:
1. Zone Demand - the central control system
shall access demand information for heating
and cooling from each zone thermostat and use
this information to control the system based
on total demand.
2. System Demand - the control system shall have
field adjustable demand which determines the
number of zone thermostats that must be
calling for heating or cooling before the
condenser(s) are energized.
3. Auto/Manual Heating and Cooling Changeover _
the controls shall be field adjustable for
automatic changeover.
4. Fan Operation - the control system shall be
field adjustable for either continuous fan
operation or fan operation that is
intermittent only with a heating or cooling
cycle. Fan operation shall always be
intermittent during setback periods.
5. Control of Condenser unit - the control unit
shall interface to the condenser unit and be
capable of controlling multi-stage heating/
cooling, fans and reversing valve.
6. System Type - the control system shall
maintain operational heating and cooling
supply air temperature limits and shall be
field adjustable at the unit itself.
7. Time Guard - the control system shall
maintain at least a five minute time guard
for each of two stages of heating anft two
stages of cooling. :The time guard shall
delay the stage from being energized for five
minutes upon initial power-up and at the
completion of each heating or cooling cycle.
2.05 System Installations
A. Ductwork Installation:
1. Installation of new ductwork shall conform
with SMACNA LPDCS. Provide mounting and
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supporting of ductwork and accessories
including, but not limited to, structural
supports I hangers, vibration isolators,
clamps I brackets, and dampers. Use
electrical isolation between dissimilar
metals. Install ductwork accessories in
accordance with the manufacturer's printed
instruction. When the air distribution
system is operated, there shall be no
chatter, vibration, or dust marks.
2. Modifications to existing ductwork and
installation of new sheet metal, fibrous
glass, and flexible ductwork shall be
accomplished in accordance with recommended
practices in SMACNA "Low Pressure Duct
construction standards (LPDCS)," "Fibrous
Glass Duct construction standards," or
"Flexible Duct Installation standards" as
applicable, and in accordance with
recommendations of the manufacturer.
Closure systems shall be as specified by the
manufacturer.
B. Resistance Heating: Existing electric duct
heaters may be used to provide auxiliary
resistance heating and shall be controlled to
meet the following criteria:
1. Auxiliary resistance heating shall be
connected as second stage heating only.
2. Resistance heating shall be locked out
above the balance point temperature by a
field adjustable outside air thermostat.
3. Zone thermostats shall indicate resistance
heat "ON" with an appropriate signal. An
emergency heat switch shall be provided on
the thermostat to allow resistance heat
operation in case of compressor failure.
C. Refrigerant piping Installation: All field
erected refrigerant piping or other fie~d
installed work shall be aone in accordance
with the manufacturer1s'recommendations or ARI
standard 260-75, as applicable.
D. condensate Drains: Condensate drains shall be
the same size as the equipment drain
connection I but not less than 3/4" nominal
pipe size and shall be copper, plastic, or
other corrosion resistant material.
Condensate drain piping shall include an
appropriate trap.
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E. Control system components: Contractor shall
be responsible for locating sensors and
devices. Locate and install components in
accessible locations. Wall mounted sensors
and devices I unless specifically designed for
inmate areas, shall not be used in jail cell
or day room areas. obtain Owner's approval on
type(s) of control devices and location(s)
prior to installation. All instruments I
switches I transmitters I devices, etc" shall
be suitably wired and mounted to protect them
from vibration I inmate damage, and high
temperature.
F. CDS Installation: Provide system and
installation in strict conformance with
manufacturer's instructions. Provide each
wire cable devoted exclusively to interfacing
controls; do not mix with other control or
power wiring.
G. Interlocking and Control Wiring:
1. Responsibility - all interlocking and
control wiring shall be the responsibility
of the Controls Contractor. All wiring
shall comply with the governing national,
state and local electrical codes.
2. Requirements - provide wiring as required
by functions specified in the system design
and proposed sequence of operation.
3. Installation - control wiring shall not be
installed in power circuit raceways.
Magnetic starters and disconnect switches
shall not be used as junction boxes.
Provide auxiliary junction boxes as
required. Coordinate location and
arrangement of all control equipment with
the Owner or Owner's Representative prior
to rough-in.
H. Electric Wiring
1. Field Wiring. All modifications to field
wiring, line and low voltage I shall comply
with manufacturer's recommendations I the
National Electric Code and all applicable
local codes and ordinances.
2. Equipment voltage compatibility with
existing system shall be verified by the
Contractor.
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3. Wiring connections and insta~lation of new
Controls and condenser(s) shall be in
accordance with manufacturerls
instructions.
I. Time 8chedu~es detai~ing the accomplishment o~
the modifications sha~l be Coordinated and
approved by the Owner or Owner's
representative.
2,06 Testing and Adjusting
The Completed system(s) shall be tested out under
operating services by the contractor with a Puget
Power and the Owner's representative present
during the test. Before the testing and
adjustment commences, the name and qualifications
of the person proposed to test and adjust the
system is to be submitted for approval by the
Owner's representative. When the system has been
put in correct operating order, a letter so
stating shall be sent to the OWner, indicating the
date that the final inspection occurred.
2.07 Documentation and Training
1. TWo copies of as-built drawings consisting of
equipment locations, ductwork arrangement I as
well as any other system mOdifications, shall
be supplied to the Owner's representative.
2. Two Operation and maintenance manuals shall be
Supplied to the Owner's representative at
least seven (7) days prior to training of
operating personnel. The 0 & M manuals are to
inc~ude clear and complete descriptions of the
system hardware maintenance instructions,
troub~eshooting and descriptions of contro~
system.
3. To ensure that the systems are operating
prOperly and adequately maintained I operating
personnel and/or Owner's representative shall
receive a minimum of two'hours operational and
maintenance instruction.
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HEAT PUMP CAPACITY SPECIFICATIONS
Heat pump condenser identirication
Manufacturer
Model Number
Nominal system electrical characteristics
Volts
Phase
Hertz
satisfactory operation within voltage range or
Volts to
Volts
Total cooling capacity
Btuh Btuh Sensible
at conditions of cfm air entering indoor coil
F dry-bulb, _____ F wet-bulb, and
F dry-bulb entering outdoor coil.
Heating capacity
BTUH rated for
F, 85% relative humidity, dry-bulb air entering outdoor
coil
F dry-bulb air entering indoor coil
kw compressor power input at these conditions
C.O.P. at 47 degree F dry-bulb air entering outdoor
coil
Auxiliary electric resistance heat
_____ kw capacity (state if existing is to be reused)
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SECTION 3 - WATER HEATER CONTROLS
Description
Two pairs (total of four) of 120 gallon, 24KW, 480
volt, A.D. smith, DSE series, commercial water
heaters supply hot water for all of the facility.
One pair of water heaters in the mechanical room
provides 100 degree F hot water, by way of a
fractional horsepower circulating pump, to the
locker room showers and to the showers in the work
release I C, E, and F cell block areas. The other
pair of water heaters provide 140 degree F water
to the kitchen and laundry and, by way of a mixing
valve, provides 110 degree F water to the showers
in the D cell block area.
Proposed: Provide the design and installation of
components and controllers required to provide
time-of-day scheduling of the circulating pump
and/or hot water'heaters.
3.01 Product
A. Water heater controls to be an electronic
control system capable of programmable I on/off
control of the hot water systems. The new
controllers may be individual control systems
or may be added control points on the central
control system that's specified for the HVAC
system modifications.
3.02 system Design and Installation
A. controller shall be capable of providing time-
of-day, on/off scheduling of hot water
systems.
B. The controller and components shall be
Underwriter's Laboratories I Inc. approved.
C. New controller(s) and associated components
shall be installed to function in coordination
with the existing equipm~nt as an integr~ted
system. '
D. contractor is responsible for verifying
quantities I installation conditions and
compatibility of new controls or components
with existing wiring or equipment.
E. Wiring connections and installation or
mounting of new controls shall be in
accordance with manufacturer's instructions I
and applicable codes.
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F. Time schedules detailing the accomplishment of
the modifications shall be coordinated and
approved by the Owner and Owner's
Representative.
3.03 Bid Submittals
A. copies of manufacturer's catalog data which
provide the technical capabilities of the
proposed controller(s) shall be included with
the bid submittal for Owner approval.
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JEFFERSON COUNTY JAIL - PHASE II
Design and Installation criteria for
Energy Conservation Measures
SECTION 1 GENERAL INFORMATION TO ALL BIDDERS
1.01 Work shall include all design, materials, and labor
necessary to install:
section 2 Interior Lighting Modifications
in accordance with the criteria set forth herein.
The purpose of work under this contract is to reduce
electrical energy use at the facility.
Facility Description
The Jefferson county Jail is a 15,000 total square
foot (conditioned area), single story, tilt-up
concrete structure that houses the county Sheriff
administration and processing functions as well as
the 50 person (maximum) correction facility. The
facility was designed and built in the 1983/1984
time frame. The majority of the jail areas in the
facility (11,400 square feet) are occupied 24 hours
per day throughout the year with an average of
approximately 30 inmates.
1.03 Standards and Codes
1.02
A. All work shall comply with appicable industry
standards I building codes and ordinances.
1.04 Warranties
A. All materials and workmanship shall be
guaranteed for a period of one year from the
date of Owner acceptance I unless specified
otherwise herein.
B. Equipment shall be instailed in accordance with
the manufacturer's specifications unless
otherwise noted. All work shall comply with
manufacturer's warranty requirements.
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~.05 Bid proposals
A. Bid proposals will be evaluated on the following
criteria:
- Technical adequacy of proposed design
- operation/Maintenance reliability of proposed
design
Cost-effectiveness in terms of estimated
resultant energy savings
- Bidder's experience on similar type projects
B. Bid proposals must include manufacturers
specification sheets for all proposed materials
or equipment, a description and sketch/
schematic of proposed installation locations I a
brief description of the bidder's qualifications
and related experience I and the total
installation costs (including sales tax) with
labor and material charges separately priced.
C. The use of specific brand names when specifying
equipment and materials herein does not preclude
the acceptance of other manufacturers products,
provided the substitute product meets or exceeds
all performance and appearance requirements
established by the Owner and Puget Power.
~. Requests for material/product substitutions
shall be made in writing and included as an
alternate in the bid submittal package.
2. A detailed description of all proposed I
alternative products shall be provided with
each substitution request.
3. Formal acceptance of material/ product
substitutions will be made in writing to the
successful bidder at the time of bid award;
indicating Owner and Puget Power approval of
the proposed substitutions.
D. Alternative design propoFals are encouraged
where additional benefits can be realized.
These should be itemized on the List of
Conservation Measures and will be evaluated
using the same criteria as other proposals (see
Section 1. 05A) .
E. Contractor is responsible for inspecting the
existing installation and obtaining any and all
critical measurements necessary to generate a
complete, accurate proposal.
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F. Contractor shall verify all supply voltage for
any proposed electrical equipment installation.
G. contractor shall inspect existing system
equipment for any deterioration or malfunction
and improper or inefficient operating
conditions. Any existing conditions noted, that
are not presently slated for correction herein,
shall be separately itemized and quoted for
correction on the List of Conservation Measures.
H. Salvage value of any equipment shall be itemized
where indicated on the List of Conservation
Measures. Credit for salvaae should not be
reflected in bid auotations for individual
measures.
I. Any proposed salvage or resale of removed
fixtures requires the written approval of Puget
Power, otherwise all such equipment shall be
rendered inoperative and disposed of as directed
by the Owner and in a manner which complies with
current State and Federal laws.
J. All bid proposals shall include a proposed
construction schedule providing material lead
time and proposed installation time period.
1.06 Scheduling
A. All pre-proposal inspections and any subsequent
work performed as a result of contract award
shall be coordinated with the Owner I so as to
minimize interference with Owner's daily
activities.
1.07 Work Acceptance
A. Contractor shall verify that all installations
and mOdifications, accomplished as a result of
contract award I comply with all specifications
defined herein. Further, the contractor shall
demonstrate same to the satisfaction of the
Owner (or Owner's repre~entative) and puget
Power's proj ect manager:,
B. Contractor shall provide all fittin91 patChing
and touch-up painting necessary to match
surroundings and provide a finished appearance
in harmony with adjacent, undisturbed areas.
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Documentation and Training
A. Contractor(s) shall provide two copies of a
complete installation and maintenance document
covering equipment and materials installed
and/or modified during contract performance.
This, as a minimum, shall include the following
data: .
1. catalog cuts of manufacturers
specifications and warranty information for
new equipment, controls and associaed
materials.
2. Periodic maintenance recommendations
(include consumable items like lamps I
etc.).
B. These documents shall be transferred to the Owner
(or Owner's representative) at the Work Acceptance
demonstration (see section 1.07A) In conjunction
with demonstrated installation compliance and
performance these manuals satisfy the requirements
for owner/user training.
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- INTERIOR LIGHTING MODIFICATIONS
Description
The majority of the interior lighting is provided by
2, 3 or 4 lamp, four foot, fluorescent fixtures
(approximately (85) 2-lamp, (50) 3-lamp, and (12) 4-
lamp). The main entry vestibule, lobby and part of
the sally port are illuminated by a total of nine,
175-watt, recessed, mercury vapor fixtures. A small
number of 2' x 2' fluorescent fixtures are located
in a central corridor and public visiting area, and
lighting in the cell shower areas are provided by
nine, lOO-watt incandescent fixtures.
Proposed: Replace the above existing fluorescent
light fixture ballasts with electronic, energy
saving ballasts; replace existing mercury vapor
lighting in the vestibule, lobby and sally port
with energy efficient fluorescent light fixtures
(see sketch at end of section); and replace
existing incandescent shower lights with similar,
security fixtures with low-wattage fluorescent
lamps.
2.01 Products
A. Fluorescent Fixture Ballasts:
Ballasts for retrofitting standard 4 foot
fixtures shall be high power factor,
internally fused, short circuit protected I
energy saving I high frequency electronic type
and compatible with energy saving lamps,
Magnetek-Triad, Valmont, EBT or Advance.
B. Fluorescent Light Fixtures - Lobby and Sally
Port Areas
1. Lamps: Shall be energy saving type,
General Electric "Watt-Miser", Sylvania
"supersaver", or approved equal.
2. Ballasts: Shall be class P, thermally
protected I high pow~r factor I internally
fused, short circuit protected, and shall
be energy saving electronic type,
Magnetek-Triad, Valmont, EBT or Advance.
If an approved electronic ballast is not
available for specified fixtures, an
energy saving core and coil type ballast
may be substituted.
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3. Diffusers: Shall be clear, prismatic I
impact-resistant I ABS or acrylic
(fixtures in the Sally Port shall be
wrap-around design.)
4. Housing: Shall be die-formed steel
housing finished with baked-on white enamel
(fixtures in the Sally Port shall be
surface mounted).
C. Fluorescent Light Fixtures: Cell Shower Areas
1. Lamps: Shall be two, 13-watt, twin tube,
10,000 hour, 27000 Kelvin with integral
starter.
2. Fixtures: Shall be Kennal 3800 series or
equal security fixture; UL listed for wet
or damp locations with .125 inch
polycarbonate injection molded diffuser,
preheat ballast and vandal resistant/
security-type screws or fasteners.
2.02 system Design and Installation
A. All ballasts, fixtures and components shall be
Underwriter's Laboratories, Inc. approved.
B. New components or fixtures shall be installed
to function in coordination with the existing
equipment as in integrated system. See sketch
at end of this section for proposed lobby and
sally port light replacements.
C. Shower light fixtures shall be replaced on a
one-for-one basis. Electronic ballasts shall
replace existing ballasts on a one-for-one
basis.
D. Contractor is responsible for verifying
quantities I installation conditions and
compatibility of new components with existing
wiring or equipment.
I
E. Wiring connections and installation, or
mounting of new fixtures and lamps shall be in
accordance with applicable code or
manufacturer's requirements.
F. Ceilings are to be patched or replaced to
match existing if damaged. Wiring shall be
suitably extended or connected to suit
modifications - connections or terminations
shall be accomplished inside light fixtures or
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junction boxes. Excess materials above
ceilings shall be removed.
G. Time schedules detailing the accomplishment of
the modifications shall be coordinated and
approved by the Owner's Representative.
2.03
Equipment Disposal:
See Section 1, 1.05(1)
2.04 Bid Submittals:
Copies of manufacturer's catalog data which
provides technical and installation information
for electronic ballasts and for proposed light
fixtures shall be included with the bid submittal
for Owner approval.
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Eastside Saw
12880 Bel-Red Road
Bellevue, WA 98005
February 23, 1993
I would like a quote on cost to provide cutters for cutting the enclosed shape
from clear cedar. We propose using a standard I 1/4" shank on the cutters.
It is our desire to purchase these cutters so that we can have additional stock
cut at a later date.
Should you have any questions or comments, please call our office.
Sincerely,
fiI
Frank Hail
Architectural Project Inspector
c.c: file
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EASTSIDE SAW & SALES, INC.
12880 N.E. BelJevue- Redmond Road
Bellevue, Washington 98005-2695
(206) 454-7627 FAX (206) 454-6735
1-800-962-0279
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WHEN USING A TYPEWRITER SET TAB STOPS AS SHOWN ON THIS STUB
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ALIGN TYPE DIRECTlV ON THIS LINE
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 1220
PORT TOWNSEND, WASHINGTON 98368
Phone (206) 385.9160
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ACCOUNT CODE 5'14. /1>. t,7_
REQUISITIONCD BV
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WHEN SHIP
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
2..-
1820 Jefferson Street
PO Box 1220
POri Townsend. WA 98368
(206) 3859160
Gary A Rov..e P E , Dlfcctor
Robert G fJesbm, PE County Engineer
Fo~ a' P'IIO 111 n1 DU.Q.\lUE.I<. En"elOpe
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Show this Purchase Order Number
on all correspondence, inVOices.
Shipping papers and packages
FR./? J.) K ft: (.. (..
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3. Notify uSlmmndl,,1oly ,I YOllllrfJ unflbtn 10 ,.hlp II!> r.pnClllnd
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 JEFFERSON STREET
P_O.BOX 1220
PORT TOWSEND. WA_ 98368
/ Ri;;(;k:,llIe~
/Jj MAR 1 G 1993 I
JEFI-t:;fr .
~C wg";, COUNTY
, TlkS DC'
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ATTN: MR_ FRANK HALL
DEAR MR. HALL
WE AT EASTSIDE SAW ARE PLEASED TO QUOTE YOU ON A
CUSTOM SET OF FREEBORN CUTTERS.
(1) 3PC. SET OF 3 WING CARBIDE CUTTERS WITH 1 1/4- BORE
PATTERN ONLY $412_00
(1) 6PC. SET OF 3 WING CARBIDE CUTTERS WITH 1 1/4- BORE
COPE AND PATTERN $ 785_00
DELIVERY TO BE WITHIN 10 WORKING DAYS FROM RECEIPT OF
ORDER.
WE THANK YOU FOR THIS OPPORTUNITY TO SERVE YOU.
)0; ~-
F.W. RICK SMITH
SALES MANAGER
~5, Tla Quo"G. IS Pel-- ~/t$U~ ~pl.
1-206-454-7627
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EASTSIDE SAW & SALES, INC.
12880 BEL-RED ROAD
BELLEVUE, WA 98005-2695
(206) 454-7627 . FAX 454-6735
1-800-962-0279 (Washington Toll Free)
Sold to
J::F?~r:::D:; CC::.rxTY DE?';::::'~:::!IT
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1820 J~~FE?SO~ ST.
PO?! T(l',~\~.:::!Cl. WI-. 983(3
Our Order No.
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30 Days
Stock Number/Description
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.o Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rowe. P E, Dlfecror
Robert G. Nesbitt. P E. County E ngmeer
MEMORANDUM
TO: Gary Rowe
Director of Public Works
From: Frank Hall
Project Manager
Date: April 7, 1993
Ref: Pioneer Building Renovation
PB1062 (Windows)
Subj: Project Evaluation
On June 25, 1992 I was requested to prepare a project review with the
intent of requesting a project authorization to perfo~m restoration
services to the exterior of the Pioneer Building.
This restoration involved skylight repair/replacement, roof
repair/replacement, window repair/replacement, replacement of
approximately 28 l.f. of cornice approximately 50' above sidewalk level
and painting the exterior surfaces of the building above the first
floor.
On Sept. 24, 1993 Gary Rowe authorize a budget figure of $1263.20 for
project development costs, professional services and preparation of
bidding documents, and obtaining bids.
Bidding document3 were prepared and i33ucd on October 28, 1992, by
invite using the Small works Rostor procedures for work estimated to
cost under $100,000.00.
Bids were received as
Nov. 12, 1992
follows:
Dahl Glass Decline
P.O. Box 687
Silverdale, WII
Nov. 13, 1992
Bremerton Glass $21,425.25
1123 N. Wycoff
Bremerton, WII 98312
Nov. 23, 1992
Quimper Glass, Inc. $37,927.27
2455 Jefferson St.
Port Townsend, WII 98368
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Groves & Co., Inc No Response
P.O. BOK 120
Port Hadlock, WA 98339
Nov. 23, 1992
I received confirmation from Bremerton Glass
that they had received Addendum * 1.
Dec. 1, 1992
Quimper Glass, Inc. $30,967.71
2455 Jefferson St.
Port Townsend, WA 98368
A second bid by Qulmper Glass was requested due to the fact that both
contractors had bid the project differently in their initial bid.
Quimper bid (11/23/92) Marvin Magnum series single hung windows
(Insulated). Bremerton Glass bid (11/13/92) and Quimper Glass bid
(12/1/92) using custom built historical windows (single pane)
manufactured by Coast Craft (Tacoma, WA).
A project authorization was then prepared and submitted to Gary Rowe for
authorization to proceed with the project based upon the low bid as
submitted by Bremerton Glass. Gary Rowe signed the authorization on
December 16, 1992.
In accordance with the Small Works Roster Procedures I initiated a
purchase order to award this work to Bremerton Glass in the amount of
$21,425.25 on December 17, 1992.
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FACSIMILE NUMBER: I-.<Ob -,~86- 9 (/<-
DATE: Lj-t.3Jj~
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EASTSIDE SAW ~ SALES INC_ BUSINESS OFFICE
RESPONSE FACSIMILE NUMBER 1-206-~ 54-'i27~
NUMBER OF PAGES
MESSAGE:
FOLLOWING COVER SHEET
IF THERE IS ANT PltOBLEM WITH THIS TRAP\SMISSIOK PLEASE
CALL US AT ONE OF THE 1fl11l5ERS BELOVi'.
WASHINGTON TOLL FREE 1-~OO-962-0279 OR 1-206-454-7627
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QUIMPER GLASS
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Company Namer
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Oulmper Glass. 1ne,
2455 Jefferson Street
Por t To~mEllJnd. W/J... 98368
(206)S85-4556
(800)300-4656
Fax(20lS)S85-171$2
FAX COV~R SHEET
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