HomeMy WebLinkAbout4.528 Original Contract
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- - ContractP-roVlsions &--PT~:fns--;
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CEDAR STREET RETAINING WALL REPAIRS REBID
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PROJECT NO. 05-22
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CITY OF PORT ANGELES
WASHINGTON
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MA Y, 2006
Contract Copy No. 1
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. GLENN A. CUTLER, P.E., DIRECTOR' OF PUBLIC WORKS & UTILITIES
GARY W. KENWORTHY~ P.E., DEPUTY DIRECTOR OF ENG'fNEERING SERVICES
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For information regarding this project, contact:
Michael Szatlocky, PE, Project Engineer, City of Port Angeles
360-417 -4808 ... .
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Contract Provisions & Plans
for
CEDAR STREET RETAINING WALL REPAIRS REBID
PROJECT NO. 05-22
CITY OF PORT ANGELES
WASHINGTON
MA Y, 2006
GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES
GARY W. KENWORTHY, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES
For information regarding this project, contact:
Michael Szatlocky, PE, Project Engineer, City of Port Angeles
360-417 -4808
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PART I
BIDDING REQUIREMENTS
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Contract Provisions & Plans
for
CEDAR STREET RETAINING WALL REPAIR REBID
PROJECT NO. 05-22
CITY OF PORT ANGELES
WASHINGTON
MA Y, 2006
GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES
GARY W. KENWORTHY, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES
Prepared by:
~~<6.
Project Engineer
Deputy Director
zt,wed by: /'
1( ~
. /~ /~
Cit; Attorney 0"
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TABLE OF CONTENTS
CEDAR STREET RETAINING WALL REPAIR REBID
PROJECT NO. 05-22
PART I
BIDDING REQUIREMENTS:
Paqe No(s).
Advertisements for Bids. ..... ..... .................................................. ....... ............................ 1-4
Information for Bidders.......................................................................................... ........ 1-5
Bidder's Checklist..... ............................. ........................................... ............................ 1-6
Non-Collusion Affidavit.................................................................................................. 1-7
Bidder's Construction Experience ............... ............................. ................. ...... .............. 1-8
List of Proposed Subcontractors ........ ....................................................... .................. 1-19
Bid Form.... ......................................... ............................... .................................. 1-10-11
Bid Bond................................................................................................................... 1-11
PART II CONTRACT FORMS SUBMITTED FOLLOWING AWARD OF CONTRACT
Contract ........... ......................................................................................................... 11-1-7
Performance and Payment Bond ................................................................................ 11- 8
Escrow Agreement for Retained Percentage.............................. ................................ 11- 9
Certificate of 1 nsurance .......... ........................................................... [provided by bidder]
PART III SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS...... 111-1-16
PART IV
ATTACHMENTS
A. Washington State Prevailing Wage Rates for Clallam County
B. Request For Information (RFI)
C. Construction Change Order (CCO) Forms
D. Contractor's Application for Payment Form
E. Project Plans
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ADVERTISEMENT FOR BIDS
CEDAR STREET RETAINING WALL REPAIR REBID
PROJECT No. 05-22
City of Port Angeles
Sealed bids will be received by the Director of Public Works & Utilities at 321 East Fifth Street, P. O. Box 1150,
Port Angeles, Washington 98362, untiI10:00am, June 14, 2006, and not later, and will then and there be
opened and publicly read at that time in the Public Works Engineering Conference Room upstairs City Hall for
the construction of the following improvements:
Base bid is replacement of steel stringers and backfill on an existing galvanized steel bin retaining wall
along Cedar Street, between W. 6th Street and Manne Drive in Port Angeles, Washington. Existing wall
is approx. 30' high and 250 feet long. Work includes, but IS not limited to, removal of 222 - 10'Iong
stringers, and replacement with a combination of new and salvaged stringers; backfill of wall with
approximately 90% expanded polystyrene (EPS) foam blocks and 10% crushed rock; 400 s.y. of 4'
wide concrete sidewalk, 200 s y of 4 5' wide dowelled concrete sidewalk; and, miscellaneous
landscaping, fencing and rockery.
The City Engineer's estimate for this project is $150,000 to $180,000. The time of completion (performance
periocp for this Project is 60 working days.
All bids shall be submitted on the prescnbed Bid Forms and in the manner as stated in this advertisement and
in the Project Manual and said bids shall be accompanied by a bid deposit in the form of a cashier's check,
postal money order, or surety bond to the City of Port Angeles in the amount of five percent (5%) of the total
amount of the bid. If a surety bond is used, said bond shall be Issued by a surety authorized and registered to
issue said bonds In the State of Washington. The bond shall specify the surety's name, address, contact and
phone number, and shall include a power of attorney appointing the signatory of the bond as the person
authonzed to execute it. Should the successful bidder fail to enter Into the Contract and furnish satisfactory
performance bond Within the time stated In the Information for Bidders, the bid deposit shall be forfeited to the
City of Port Angeles. Faxed bids and/or surety bonds will not be accepted.
Minority and women owned businesses shall be afforded full opportunity to submit bids in response to this
invitation, shall not be discriminated against on the grounds of gender, race, color, age, national origin or
handicap In consideration of an award of any contract or subcontract, and shall be actively solicited for
participation in thiS project by direct mailing of the Invitation to bid to such businesses as have contacted the City
for such notification. Further, all bidders are directed to solicit and consider minority and women owned
businesses as potential subcontractors and material suppliers for this project.
The City of Port Angeles reserves the nght to accept the bid that IS in the best Interest of the City, to postpone
the acceptance of bids and the award of the Contract for a period not to exceed sixty (60) days, or to reject any
and all bids. If all bids are rejected, the City may elect to re-advertlse for bids. Subject to the foregoing, the
contract may be awarded to the lowest responsible bidder.
Bids must be submitted in a sealed envelope with the outSide clearly marked With the bid opening date and time,
the project name and number as it appears In this advertisement and the name and address of the bidder. Bids
shall be addressed to the Director of Public Works & Utilities, City of Port Angeles, 321 East Fifth Street, P. O.
Box 1150, Port Angeles, Washington 98362.
When awarded the Contract, the successful bidder shall promptly execute the Contract and shall furnish a bond
of faithful performance of the Contract In the full amount of the Contract price.
~r,pH-
Director of Public Works & Utilities
Copy to: NPBA
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INFORMATION FOR BIDDERS
Sealed bids will be received by the City of Port Angeles (herein called "Owner"), at 321 East Fifth Street, Port
Angeles, Washington 98362, until the lime and date as stated in the ADVERTISEMENT FOR BIDS or as
amended through addendum, and then at said office publicly opened and read aloud.
Each bid shall be received by the Owner in the manner set forth in the ADVERTISEMENT FOR BIDS. Each bid
must be submitted in a sealed envelope, so marked as to indicate its contents without being opened, and
addressed in conformance with the instructions of the ADVERTISEMENT FOR BIDS.
Each bid shall be submitted on the required bid form contained in Part I of the Project Manual. All blank spaces
for bid prices must be filled in, in ink or typewritten, and the Bid Form must be fully completed and executed
when submitted. Only one copy of the Bid Form is required. In addition, all other forms included in Part I shall
be filled out and completed, including any addendum(s), and enclosed in a sealed envelope endorsed with the
name of the work. Each bid shall be accompanied by a bid deposit in the form of a cashier's check, postal
money order, or surety bond to the City of Port Angeles for a sum of not less than 5% of the amount of the bid,
and no bid will be considered unless accompanied by such bid deposit.
The Owner may waive any informalities or minor defects or reject any and all bids. Any bid may be withdrawn
prior to the scheduled time for the opening of bids or authorized postponement thereof. Any bid received after
the time and date speCified shall not be considered. No bidder will be permitted to withdraw its bid between the
closing time for receipt of bids and execution of the Contract, unless the award is delayed for a period exceeding
sixty (60) working days. A conditional or qualified bid will not be accepted.
The City of Port Angeles reserves the right to accept the bid that is in the best interest of the City, to postpone
the acceptance of bids and the award of the Contract for a period not to exceed sixty (60) days, or to reject any
and all bids. If all bids are rejected, the City may elect to re-advertise for bids. Subject to the foregoing, the
contract will be awarded to the lowest responsible bidder.
The work will begin within ten (10) calendar days after notice to proceed from the Director of Public Works &
Utilities and shall be completed within the time as stated In the Advertisement for bids.
The Owner may make such investigations as it deems necessary to determine the ability of the bidder to
perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the
Owner may request. The Owner reserves the right to reject any bid, if the evidence submitted by, or
investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the
obligations of the Contract and to complete the work contemplated therein.
The party to whom the Contract is awarded will be required to execute the Contract and obtain the Performance
and Payment Bond within ten (10) calendar days from the date the notice of award is delivered to the bidder.
Such bond(s) shall be on the form provided by the Owner, specify the name, contact phone, and address of the
surety, and shall Include a power of attorney appointing the signatory of the bond(s) as the person authorized to
execute it (them).
The notice of award will be accompanied by the necessary Contract and bond forms. In case of failure of the
bidder to execute the Contract, the Owner may, at its option, consider the bidder in default, in which case the bid
deposit accompanying the bid shall become the property of the Owner.
The Owner, within ten (10) calendar days of receipt of the acceptable Performance and Payment Bond and the
Contract signed by the party to whom the Contract was awarded, will sign the Contract and return to such party
an executed duplicate of the Contract. Should the Owner not execute the Contract Within such period, the
bidder may, by written notice, withdraw its signed Contract. Such notice of Withdrawal will be effective upon
receipt of the notice by the Owner.
The notice to proceed will be issued within ten (10) calendar days of the execution of the Contract by the Owner.
Should there be reasons why the notice to proceed cannot be issued within such period, the time may be
extended by mutual agreement between the Owner and Contractor. If the notice to proceed has not been
issued within the ten (10) calendar day period or within the period mutually agreed upon, the Contractor may
terminate the Contract Without further liability on the part of either party. All applicable laws, ordinances, and the
rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the
Contract throughout.
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BIDDER'S CHECKLIST
1. Has a bid deposit in the form of a surety bond in the proper form, postal money order,
or cashier's check been enclosed with your bid?
2. Is the amount of the bid deposit at least five percent (5%) of the total amount of the
bid?
3. Have the bid forms been properly signed?
4. Have you bid on all items?
5. Has the non-collusion affidavit been properly executed?
6. Have you shown your contractor's state license number on the bid form?
7. Have you listed the Subcontractors that you will use for the project?
8. Have you filled out the bidder's construction experience form?
The following forms are to be executed after the Contract is awarded:
A. Contract - To be executed by the successful bidder and the City.
B. Performance bond - To be executed on the form provided by Owner, by the
successful bidder and its surety company. To include name, contact and phone
number, and address of surety and power of attorney of siqnatorv.
C. Insurance certificate(s).
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NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON
COUNTYOF~
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The undersigned, being first duly sworn on oath, says that the bid herewith submitted
is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any
person not therein named; and (s)he further says that the said bidder has not directly or
indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid,
or any other person or corporation to refrain from bidding, and that said bidder has not in any
manner sought by collusion to secure to him/her self an advantage over any other bidder or
bidders.
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Signature of Bidder/Contractor
}t4u
Subscribed and sworn to before me this / cJ. day of -9 ~
, 20a:,
~~~C
Notary Public in and for the
State of Washington. . ()
Residing at ClE. ~~
My Comm. Exp.: a-/~-;O()
ROSE JOHNSON
STATE OF WASHINGTON
NOTARY --0-- PUBLIC
MY COMMISSION EXPIRES 02-25-07
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BIDDER'S CONSTRUCTION EXPERIENCE
Answer all questions and provide clear and comprehensive Information.
1. Name of bidder: tffIJ C ~JI AI f L.L.- coli sf- k PI'? O/? /V
Registration Number: J!11!(~t.?Ale 'jf' /?C:3 A"'/I-
2. Permanent main office address: / 97" ,r-rtPTF::e7/0/t/ R /1:>6" F ~.l>. ,~tC?~T TC?v--?p..$'.
3. When organized: 197t?
4. Where incorporated:
5. How many years have you been engaged in the contracting business under your present firm name? ..3h
6. * Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate
anticipated dates of completion), contact name and phone number. .#
~ ~ WU/I"P ~ Hfjfjfi/f-P-E-S ~/";i7
If: ~-..: '5- /-! ~~ / Sr-~1/" ~/.5J~ L - ~/ I;~ ?~d/L/EER
7. * General character of work performed by your company: PU'ELlb U/t::? R~ < L!/?kL5T.R/~d-c9~
, ,
8.
/vP
* Have you ever failed to complete any work awarded to you?
If 50, where and why?
9. * Have you ever defaulted on a contract? .lVP
10. * List the more important projects recently completed by your company, stating approximate cost for
each, the month and year completed, contact name and phone number.
~fE I} t!/i(Y)/;; b
11.
12.
13. Will you, upon request, fill out a detailed financial statement and furnish any other information that may
be required by the City? I~E .5
/
* Add separate sheets if necessary.
The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information
requested by the City of Port Angeles.
Date: 6 - /4- -C/6
Bidder's Signature: ~~4
Print Name: "7(:?M.L. ;1'1Ct;!t::>,A/AlEL-L-
Title: t)wlf' EK
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Subcontractor List
Prepared in compliance with RCW 39.30.060 as amended
To Be Submitted with the Bid Proposal
Project Name Cedar Street Retaininq Wall Repairs Rebid (Project No. 05-22)
Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air
conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in
Chapter 19.28 RCW will result in your bid being non-responsive and therefore void.
Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning,
plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must
be listed below. The work to be performed is to be listed below the subcontractor(s) name.
If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any
subcontractor to perform those items of work.
Subcontractor Name
Work to be Performed
111 PPSCIf,PL5~
LANP-5CAf'.E-
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Ct9C'~.L7U.R ,l/
Subcontractor Name
Work to be Performed
RrY'-b ~ ,-;1jgJ. f-V0
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Subcontractor Name
Work to be Performed
k 1 riA) i F ~AIJ (1_ r:
FR4I\~ A-" Y
Subcontractor Name
Work to be Performed
Subcontractor Name
Work to be Performed
RCW 39.30.060
Bids on public works -- Identification, substitution of subcontractors.
(1) Every invitation to bid on a pnme contract that IS expected to cost one million dollars or more for the construction, alteration, or repair of any
public bUilding or public work of the state or a state agency or mUniCipality as defined under RCW 39.04.010 or an institution of higher education
as defined under RCW 28B.10.016 shall require each pnme contract bidder to submit as part of the bid, or within one hour after the published bid
submittal time, the names of the subcontractors with whom the bidder, If awarded the contract, Will subcontract for performance of the work of:
HVAC (heating, ventilation, and air conditioning); plumbing as descnbed In chapter 18.106 RCW; and electncal as descnbed In chapter 19.28
RCW, or to name Itself for the work. The pnme contract bidder shall not list more than one subcontractor for each category of work Identified,
unless subcontractors vary with bid alternates, In which case the pnme contract bidder must indicate which subcontractor Will be used for which
alternate. Failure of the pnme contract bidder to submit as part of the bid the names of such subcontractors or to name Itself to perform such
work or the naming of two or more subcontractors to perform the same work shall render the pnme contract bidder's bid nonresponsive and,
therefore, vOid.
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BID FORM (3 pages)
Honorable Mayor and City Council
Port Angeles City Hall
321 East Fifth Street
Port Angeles, W A 98362
BIDDER: frlCCONAIFLL c&J,/sf I
DATE: f>' 1# - t!?~
REGISTRATION NO.: ~C()~f'Ob3/fA-
UBI NUMBER: 60/ 535 .1.39'
The undersigned, hereinafter called the bidder, declares that the only person(s) interested in
this bid are those named herein; that the bid is in all respects fair and without fraud; and that
it is made without any connection or collusion with any other person making a bid on this
project.
The bidder further declares that it has carefully examined the plan, specifications, and
contract documents, hereinafter referred to as the Project Manual, for the construction of the
proposed project improvement(s); that it has personally inspected the site(s); that it has
satisfied itself as to the types and quantities of materials, the types of equipment, the
conditions of the work involved, including the fact that the description of and the quantities of
work and materials, the types of equipment, the conditions of and the work involved as
included herein, are brief and are intended only to indicate the general nature of the work and
to identify the said quantities with the corresponding requirements of the Project Manual; and
that this bid is made in accordance with the provisions and the terms of the Contract included
in the Project Manual.
The bidder further agrees that it has exercised its own judgment regarding the interpretation
of surface information and has utilized all data which it believes is pertinent from the City
Engineer, hereinafter also referred to as the City or Owner, and such other source of
information as it determined necessary in arriving at its conclusion.
The bidder further certifies that the subcontracting firms or businesses submitted on the
LISTING OF PROPOSED SUBCONTRACTORS will be awarded subcontracts for the
described portions of the work:
If the bidder is awarded a construction contract on this bid, the name and address of the
surety who will provide the performance bond is:
-r~If[)UEIt:~ C;Js#ALr~ 7""& .P~E'A//f -S//RE/y ~6g#C'Y
Surety Agent
~ I(~~E W/I1f ?/.. PL.bG J3l1/.l,t;J//./G 8/ /7'99 SL /P~# c?p$R I"J!.
t.?//E 5/4//2- 2 //~ L/J:/'/ C)$Wb!ft? Stt/77 ;J.9t?1 t/#,t/t!tPHY~,R, tt/~. ~3
Suretladdre~ 3 ~ ,/ Agent Address
tPl!-. etp If: I I D 12 /A/
-at Ll 8WlA'1tv/ .-/D, 5'"~l{. L( )..'i '1' D~My ~ ~; J> PL.. E 3bt? - Br.2 - S6'~
Surety Contact and Phone Number Agent Contact and Phone Number
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BID SHEET
Item Sec No. Description of Item Estimated Units Unit Price Extended
No. Quantity Amount
1 1-09 Mobilization 1 LS ;:w no.~
2 1-04.11 & Protection, Restoration & Cleanup 1 LS
1-07.16 31~O
3 1-10 Temporary Traffic Control 1 LS 3-!>71f
4 2-02 Removal of Structures & 1 LS
Obstructions ,:J~19
5 2-09 Removal of Stringer 222 EACH 73 /6JcG
6 6-03 New Steel Stringer 116 EACH ~?t6 ;1f!353b
7 6-03 Recondition & Reinstall Stringer 111 EACH /~O /r 5'EJC>
8 6-03 EPS Foam Backfill (per stringer) 208 EACH 93 193#
9 8-01 Erosion Control 1 LS /9&0 /9a.?
10 8-02 Topsoil Type A 72 CY 3q ;;.fk:>8
11 8-02 Plant Selection, Rosa species 95 EACH ~~ :2 .'-!!i?
12 8-02 Seeding and Fertilizing by Hand 870 SY :3 .:z 6/ C>
13' 8-12 Chain Link Fence Type 1 15 LF ~O ?ISO
14 8-12 Chain Link Fence Type 6 140 LF /~ ~.c:j"~~
15 8-14 Cement Conc. Sidewalk (4' wide) 400 SY 65 ::zc;(!Zt?
16 8-14 Cement Conc. Dowelled Sidewalk 200 SY III ::U~OO
(4.5')
17 8-14 Cement Conc. Sidewalk Ramp 2 EACH 1'11'-0 3@!3e>
Tvpe 1 B
18 8-14 Cement Conc. Sidewalk Ramp 1 EACH /'7'60 /~SO
Type 2B
19 8-14 Cement Conc. Sidewalk Ramp 1 EACH 9Vl? tj'PO
Type 4A
20 8-22 Painted Crosswalk Line 80 SF 7 5~O
21 8-22 Rock for Rock Wall 2 TON 5/;1.. / ?/::;ij-
22 9-03 Gravel Backfill for Bin Wall 45 TON .3;2.3 /-';4 -5?--r-
Total:
i /q1.l/~. ~
.
ADDENDA ACKNOWLEDGMENT
The bidder hereby acknowledges that it has received Addenda No(s). NOAl.c to this
Project Manual. The name of the bidder submitting this bid and its business phone number and
address, to which address all communications concerned with this bid and with the Contract shall be
sent, are listed below.
Bidder's firm name f/1/:r;L/IVA//:/-L- (;tP,A/~t-Jf'ff6T/tPV
r&tf7 j"'d?JP>//.~rp/J
Complete address /'l~ ~?t?I'1;(:!fJtP.L/ ~/ PGE ;f>,b i't/If. o/fJ?3tPe>
(Street address) (State) (Zip)
Telephone No. 3~Z) - 3L/-~ -L/-/t??/
,
Signed by ~~~7~ Title ??/L/#b--)2
Printed Name: /;://1?..L. #OCOl/VA/r2-1--
Notes: (1) If the bidder is a partnership, so state, giving firm name under which business is transacted.
(2) If the bidder is a corporation, this bid must be executed by its duly authorized officials.
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BID BOND FORM
HerewIth find deposit In the form of a cashier's check, postal money order or Bid Bond in the amount
of $ ..5%. which amount is not less than fIve (5%) percent of the total bid.
SIGNHERE~~~~
BID BOND
KNOW ALL MEN BY THESE PRESENTS;
That we,MCCONNELL CONSTRUCT~rincIPal and sn~LeMpffiU~r~sBrety, are held and
firmly bound unto the CllY OF PORT ANGELES as Obligee, in the penal sum of FIVE PERCENT OF THE
TOTAL AMOUNT BID--- (S%) --- Dollars, for the payment of which the PrinCipal and
the Surety bind themselves, their heirs. executors, administrators, successors and assigns, jOintly and
severally, by these presents,
The condition of this obligation IS such that if the Obligee shall make any award to the Principal for'
CEDAR STREET RETAINING WALL REPAIR
PROJECT No. 05-22
according to the terms of the bid made by the PrinCipal. and the Principal shall duly make and enter inlo a
contrQcI with the Obligee in accordance with the terms of said bid and award and shall give bond for the
faithful performance thereof. with Surety or Sureties approved by the Obligee; or if the PrinCipal shall, in case
of faIlure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified 10 the
advertisement for bids, then this obligation shall be null and vOid; otherwise it shall be and remain In full force
and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liqUidated damages,
the amount of thiS bond,
SIGNED, SEALED AND DATED THIS Jl]'Hay of AERIL
,20 06,
THE PHOENIX SURETY AGENCY, INC.
Agent
1499 SE TECH CENTER PL. #290
4000 KRUSE WAY PL. BLDG. ONE SUITE 265 :VANCOUVER, WA 98683
Surety address LAKE OSWEGO, OR 97035 Agent Address
BTT.T.... SMTTB 'i01-'i14-~?<)4
Surety Contact and Phone Number
BONNIE RIDDLE 360-892-5840
Agent Contact and Phone Number
Dated:
Received return of deposit in the sum of $
PW 0407_01 PanOI (R.CVI~ 06l2S104]
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POWER OF ATTORNEY
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
KNOW ALL MEN BY THESE PRESENTS That Seaboard Surety Company IS a corporatIOn duly orgamzed under the laws of the State of New York, that St Paul
Fire and Manne Insurance Company, St Paul Guardian Insurance Company and St Paul Mercury Insurance Company are corporatIOns duly orgamzed under the laws
of the State of Mmnesota, that Fanmngton Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of Amenca are
corporatIOns duly orgamzed under the laws of the State of Connecticut, that Umted States Fidelity and Guaranty Company IS a corporatIOn duly orgamzed under the
laws of the State of Maryland, that Fidelity and Guaranty Insurance Company IS a corporatIOn duly orgamzed under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwnters, Inc IS a corporation duly orgamzed under the laws of the State of Wlsconsm (herem collectively called the "Compames"), and that
the Compames do hereby make, constitute and appomt
Robert W Lagler, and Bonme Riddle
~.
~ STPAUL
... TRAVELERS
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
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Attorney-In Fact No.
214869
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St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 0 0 0 1 7 3 814
of the City of Vancouver , State of Washinj!;ton , theIr true and lawful Attorney(s)-m-Fact,
each 10 their separate capaCity If more than one IS named above, to sign, execute, seal and acknowledge any and all bonds, recogmzances, conditional undertakmgs and
other wntmgs obligatory 10 the nature thereof on behalf of the Compames 10 thel~ l;lUsmess of guaranteemg the fidelity of persons, guaranteemg the performance of
contracts and executmg or guaranteemg bonds and undertakmgs reqUired or perputte&m a1}T~'cJlOns or<proceedmgs allowed by law
\ -' -.::...... J ,'"./
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6th
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IN WITN~~~HEREOF, the Comp~'(tB~have caused thIS mstru~~~t to ~~ s.:g~~(fan~,,~~,~~~corp;rate seals to be hereto affixed, thiS
day of , \ ~' _' " ,:)"
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, Jt. < \\,1 ...\...,~,-
Farmington Casualty Company' ,,< ", ",.' -' >>_' '=~,"_
Fidelity and Guaranty Insurance' Company i\, \: " -
Fidelity and Guaranty oInsurance-Underw~it~;s, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
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State of Connecticut
City of Hartford ss
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St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
....---.....
h~q.~ \NSIJ-,?.q~\.~
f:r'coRPORA"~ ~\
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By
6th March 2006
On thiS the day of , before me personally appeared George W Thompson, who acknowledged
hImself to be the Semor Vice PreSident of Farmmgton Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwnters,
Inc., Seaboard Surety Company, St Paul FIre and Manne Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of Amenca, and Umted States Fidelity and Guaranty Company, and that he, as such, bemg
authonzed so to do, executed the foregomg mstrument for the purposes therem contamed by slgmng on behalf of the corporatIOns by himself as a duly authonzed officer
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In Witness Whereof, I hereunto set my hand and offiCial seal
My CommIsSion expires the 30th day of June, 2006
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58440-9-05 Pnnted rn USA
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
"(i\~ C. j~
'- Mane C Tetreault, Notary Pubhc
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
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This Power of Attorney IS granted under and by the authonty of the followmg resolutions adopted by the Boards of Directors of Farmmgton Casualty Company, Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwnters, Inc , Seaboard Surety Company, St. Paul Fue and Manne Insurance Company,
St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of
Amenca, and Umted States Fidelity and Guaranty Company, which resolutIOns are now m full force and effect, readmg as follows
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RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Semor Vice President, any Vice President, any Second Vice
President, the Treasurer, any ASSistant Treasurer, the Corporate Secretary or any ASSistant Secretary may appomt Attorneys-m-Fact and Agents to act for and on behalf
of the Company and may give such appomtee such authonty as hiS or her certificate of authonty may prescnbe to sign With the Company's name and seal with the
Company's seal bonds, recogmzances, contracts of mdemmty, and other wntmgs obligatory m the nature of a bond, recogmzance, or conditional undertakmg, and any
of Said officers or the Board of Duectors at any time may remove any such appointee and revoke the power given him or her, and It IS
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FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice PreSident, any Semor Vice PreSident or any Vice PreSident may
delegate all or any part of the foregomg authonty to one or more officers or employees of thiS Company, proVided that each such delegatIOn IS m wntmg and a copy
thereof IS filed m the office of the Secretary, and It IS
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FURTHER RESOLVED, that any bond, recogmzance, contract of mdenmlty, or wntmg obligatory m the nature of a bond, recogmzance, or conditional undertakmg
shall be valid and bmdmg upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Semor Vice President or any Vice
PreSident, any Second Vice President, the Treasurer, any ASSistant Treasurer, the Corporate Secretary or any ASSistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or ASSistant Secretary; or (b) duly executed (under seal, If requued) by one or more Attorneys-m-Fact and Agents pursuant to the power
prescnbed m Ius or her certificate or theu certificates of authonty or by one or more Company officers pursuant to a wntten delegatlOp of authonty, and It IS
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FURTHER RESOLVED, that the signature of each of the followmg officers' President, any Executive Vice PreSident, any Semor Vice PreSident, any Vice President,
any ASSistant Vice President, any Secretary, any ASSistant Secretary, and the seal of the Company may be affixed by facslllllle to any power of attorney or to any
certificate relatmg thereto appomtmg ReSident Vice PreSidents, ReSident ASSistant Secretartes or Attorneys-in-Fact for purposes only of executmg and attestmg bonds
and undertakmgs and other wntmgs obligatory m the nature thereof, and any such power of attorney or certificate beanng such facslmtle signature or faCSimile seal shall
be valid and bmdmg upon the Company and any such power so executed and certified by such faCSimile signature and facslllllle seal shall be valid and bmdmg on the
Company m the future with respect to any bond or understandmg to which It IS attached.
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I, Kon M Johanson, the underSigned, ASSistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance
Underwnters, Inc., Seaboard Surety Company, St. Paul Fire and Manne Insuran5..!( C9mpanx, St Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety':,Coinpany<of)\menca;,and Umted States Fidelity and Guaranty Company do hereby
/'\~-..,:::::.."""""" ~\ \} y .,'""\ '\ ,/
certify that the above and foregomg IS a true and correct copy of the Power~~ttorneY\\l!\ecuted by\sm)l,eompanies, which IS m full force and effect and has not been
revoked k,<\5(,\ ~~\'o."0< <<.1 t:y'\Y ~
"'-;\ r->\).'-> 0!'ol ~ "'l ~\\\\
~t~ ~O "' ,\\'--' ~1:;W
"t;?", / ~ ~~ ..~, >
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the'seals of sald'\Cbmpanles thiS
(~~\)/ \~\:t> y ~ <'\> V
C%' ~~ ~~'>
~~ ;~~'\O O~J
?:> ~~"\~ ~ ~)
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11 THlay of
APRIL
,200~.
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Kon M Johans
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To verify the authenticity of thiS Power of Attorney, call 1-800-421-3880 or contact us at www.stpaultravelersbondcom. Please refer to the Attorney-In-Fact number,
the above-named mdlvlduals and the details of the bond to which the power IS attached.
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WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
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McCONNELL CONSTRUCTION
Building and Engineering Contractors
MCCONNELL CONSTRUCTION, OWNER: TOM MCCONNELL, HAS BEEN A LICENSED
BUILDING & GENERAL ENGINEERING CONTRACTOR SINCE 1970.
MCCONNELL CONSTRUCTION
194 PROTECTION RIDGE RD.
PORT TOWNSEND, W A 98368
PHONE: 360/344-4101,360/344-4102 FAX
EMAIL: mcc(a)olvpen.com
W A LICENSE NO. MCCONC 063KA
UBI # 601-535-239
DUNN & BRADSTREET NUMBER: 062942669
LIABILITY & COMMERIAL INSURANCE:
BRATRUD MIDDLETON INSURANCE
AGENT: BRENT HEILESEN
1201 PACIFIC AYE., SUITE 1000
TACOMA, WA 98402-4321
(253) 310-4016, FAX: (253) 759-6468'
BONDING COMPANY:
PHOENIX SURETY AGENCY, INC.
AGENT: BOB LAGLER
BLDG. 8, 1499 SE TECH CENTER PLACE, SUITE 290
Y ANCOUVER, W A 98683
360/892-5840,360/892-5871, FAX
BANK:
WELLS FARGO BANK
CONTACT: DONALD COCHRANE
2101 WASHINGTON ST.
PORT TOWNSEND, W A 98368
360/385-4444, 360/379-9422, FAX
MCCONNELL CONSTRUCTION IS PRIMARILY ENGAGED IN PUBLIC WORKS
CONSTRUCTION INCLUDING BRIDGES, ROADWORK, TREATMENT PLANT WORK, FISH
HATCHERY WORK, GRADING, UTILITIES, SCHOOL SITE WORK.
1194 Protection Ridge Rd. . Port Townsend, WA 98368 . Lic.#MCCONC*063KA . (360) 344-4101
FAX (360) 344-4102
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QUALIFICATION STATEMENT FOR:
MCCONNELL CONSTRUCTION
TOM MCCONNELL, OWNER
194 PROTECTION RIDGE RD.
PORT TOWNSEND, WA 98368
360/344-4101, FAX: 360/344-4102
mcc@olvpen.com
COMPLETED PROJECTS
JOB: SUNLAND WWTP
CONTRACT NO.: NONE
TYPE: UPGRADE WWTP
CONTRACT AMOUNT: $ 382,148.90
START: 9-08-05, COMPLETE: 4-2006
CONTRACTING AGENT: WILLIE 360/683-3905
OWNER: SUNLAND WATER DISTRICT
135 FAIRWAY DR.
SEQUIM, WA 98382
JOB: OLD T ARBOO ROAD BRIDGE
CONTRACT NO.: NWI 2005-1
TYPE: SITEWORK & BRIDGE INSTALLATION
CONTRACT AMT.: $122,220.00
START: 7-15-05, COMPLETED: AUG. 2005
CONTRACTING AGENT: PETER BAHLS, 360/385-6786
OWNER: NORTHWEST WATERSHED INSTITUTE
3407 EDDY ST.
PORT TOWNSEND, WA 98368
JOB: FT. FLAGLER WATER RESERVOIR IMPROVEMENT
CONTRACT NO.: NW-C3203C
TYPE: 312,000 GAL. WATER RESERVOIR & SITE WORK
CONTRACT AMOUNT: $248,721.82
START: MAY 2005, COMPLETED: JUNE 2005
CONTRACTING AGENT: PETER KRAMER, 360/755-5262, EXT. 227
OWNER: WA STATE; PARKS & RECREATION
220 N. WALNUT ST.
BURLINGTON, WA 98233
JOB: LAKE LIMERICK WELL #6
CONTRACT NO: NONE
TYPE: WATER RESERVOIR, PIPING, BOOSTER STATION
CONTRACT AMOUNT: $ 464,782.96
START: AUG. 2004, DATE COMPLETED: FEB. 15,2005
ARCHITECT: SEMCOM, INC., DAN PINGEL
360/753-5269, EXT.1 06
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OWNER: LAKE LIMERICK COUNTRY CLUB, INC.
CONTRACT OFFICER: KIRK OBBORNE
7900 EAST ST. ANDREWS DR.
SHELTON, WA 98584
360/426-3581
JOB: COLUMBIA COVE PARK PIER. RAMP & FLOATS
CONTRACT NO - W20043279
TYPE: BOAT DOCK & STEEL PILING
CONTRACT AMOUNT: $ 94,535.75
START: JULY 19, 2004, COMPLETED: APRIL 15, 2005
CONTRACTING AGENT: GORDON BRETT, 509/884-7191
OWNER: DOUGLAS CO. PUD NO.1
1151 VALLEY MALL PARKWAY
EAST WENATCHEE, WA 98802-4497
CONTACT: GORDON BRETT 509/884-7191
JOB: WINSLOW WASTEWATER TREATMENT PLANT
CONTRACT NO - 00011
DESCRIPTION: CONCRETE STRUCTURES, PIPING & ULTRAVIOLET EQUIPMENT
INSTALLATION
CONTRACT AMOUNT: $ 411,125.38
START DATE: 9-12-03, COMPLETED: 7-13-2004
OWNER: BAINBRIDGE ISLAND DEPT. PUBLIC WORKS
280 MADISON AVE. SO.
BAINBRIDGE ISLAND, WA 98110-1812
CONTACT: LAYCHIN FOO, 206/780-3714
ENGINEER: RICK ESVEL T, 206/842-7988
JOB: SNOQUALMIE RAILROAD BRIDGE 35
CONTRACT NO - C33107C
DESCRIPTION: JACKING UP BRIDGE, REPLACE ABUTMENTS, PAINTING OF
BRIDGE
CONTRACT AMOUNT: $ 371,295.
START: SEPT. 10, 2003, COMPLETE: 12/12/2003
OWNER: KING CO. DEPT. OF TRANSPORTATION
201 S JACKSON ST., SEATTLE, WA 98104-3856
CONTACT: PAUL MOORE, 206/423-1081PROGRAM MANAGER: DAVE NADAL,
206/205-8748
JOB: ODlIN P ARK BOAT RAMP
CONTRACT NO - 03RD24
DESCRIPTION: CONCRETE BOAT RAMP SURROUNDED BY SHEET PILING
CONTACT AMOUNT: $165,266.
START: 6-09-03, COMPLETED: 6-21-2003
OWNER: SAN JUAN CO. PUBLIC WORKS
PO BOX 729, FRIDAY HARBOR, WA 98250
CONTACT: JOANRUTH BAUMAN, 360/370-0509
PROGRAM MANAGER: JOANRUTH BAUMAN, 360/370-0509
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JOB: 188th AVE. SW BRIDGES PROJECT
CONTRACT NO - T A 1613
DESCRIPTION: TWO CONCRETE BRIDGES ON PILING, AND ROAD WORK
CONTRACT AMOUNT: $ 492,289.32
STARTED 08-20-02, COMPLETED 03-20-02
THURSTON COUNTY
DEPARTMENT OF ROADS & TRANSPORTATION
CONTACT: DAVE NICHOLS, PROJECT ENGINEER
360/754-4580,360/786-5582 FAX
PROGRAM MGR.: DAVE NICOLS, 360/754-4580
JOB: QUILCENE FISH HATCHERY RACEWAY & INTAKE REPAIRS
CONTRACT NO -1448-10181-0-C117(VR)
DESCRIPTION: CONCRETE STRUCTURE AND PIPING
CONTRACT AMOUNT: $ 349,103.86
STARTED AUG. 2001, COMPLETED JAN. 2002
DEPT. OF INTERIOR
FISH & WILDLIFE SERVICE
CONTACT: VICKIE RUGGLES
503/231-2391
PROGRAM MGR.: JIM BURBY, 503/231-6252
JOB: WHISPERING WINDS BRIDGE
CONTRACT NO - NONE
DESCRIPTION: CONCRETE ABUTMENTS & STEEL BRIDGE
CONTRACT AMOUNT: $ 114,769.00
STARTED DEC. 2000, COMPLETED JAN. 2001
REMAINDER lLC
1469 HUMBOL T RD., CHICO, CA 95928
CONTACT: WESLEY GILBERT, ENGINEER, 530/899-9503
JOB: SUSAN RIVER OVERFLOW BRIDGE
CONTRACT NO - 97-92-001
DESCRIPTION: CONCRETE BRIDGE ON PILING
CONTRACT AMOUNT: $ 455,073.68
STARTED SEPT. 2000, COMPLETED JAN. 2001
LASSEN CO. DEPT. OF PUBLIC WORKS
DA VE ERNAGA, ASSOC. ENGINEER
530/251-8296,530/257-4671 FAX
JOB: REDWOOD PARK TRAIL BRIDGES
CONTRACT NO - C8480-00-002
DESCRIPTION: TWO (2) WOOD BRIDGES ON STEEL PILING
CONTRACT AMOUNT: $ 424,117.66
STARTED SEPT. 2000, COMPLETED JAN. 2001
NATIONAL PARK SERVICE
REDWOOD NATIONAL PARK
CONTACT: TEKLA VINES, 707/464-6101
PROGRAM MGR.: DICK MAYLE, 707/464-6101,707/464-1812
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PART II
CONTRACT FORMS SUBMITTED
FOllOWING AWARD
OF CONTRACT
1-14
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" .
PUBLIC WORKS
CONTRACT
This Contract is made and entered into in duplicate this ~day ofr-\,.. (). ./,
~ by and between the City of Port Angeles, a non-charter code city ~f
~on, hereinafter referred to as "the City", and McConnell Construction, a sole propritership,
hereinafter referred to as "the Contractor".
WITNESSETH:
Whereas, the City desires to have certain public work performed as hereinafter set forth,
requiring specialized skills and other supportive capabilities; and
Whereas, the Contractor represents that it is qualified and possesses sufficient skills and the
necessary capabilities to perform the services set forth in this Contract.
NOW, THEREFORE, in consideration of the terms, conditions, and agreements contained
herein, the parties hereto agree as follows:
1. Scope of Work.
The Contractor shall do all work and furnish all tools, materials, and equipment in order to
accomplish the following project:
Cedar Street Retaining Wall Reconstruction Rebid, Project 05-22
in accordance with and as described in
A. this Contract, and
B. the Project Manual, which include the attached plans, Specifications, Special
Provisions, submittal requirements, attachments, addenda (if any), Bid Form,
Performance and Payment Bond, and
C. the Standard Specifications for Road, Bridge, and Municipal Construction prepared
by the Washington State Department of Transportation, as may be specifically
modified in the attached Specifications and/or Special Provisions, hereinafter
referred to as "the standard specifications",
and shall perform any alterations in or additions to the work provided under this Contract and every
part thereof.
The Contractor shall provide and bear 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, except as may otherwise be provided in the
Project Manual.
2. Time for Performance and Liquidated Damages.
A. Time is of the essence in the performance of this Contract and in adhering to the time
frames specified herein. The Contractor shall commence work within ten (10)
calendar days after notice to proceed from the City, and said work shall be physically
Part02 [ReVised 5/24/06]
II - 1
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. .
completed within 60 working days after said notice to proceed, unless a different
time frame is expressly provided in writing by the City.
B. If said work is not completed within the time for physical completion, the Contractor
may be required at the City's sole discretion to pay to the City liquidated damages as
set forth in the Project Manual, for each and every day said work remains
uncompleted after the expiration of the specified time.
3. Compensation and Method ofPavrnent.
A. The City shall pay the Contractor for work performed under this Contract as detailed
in the bid, as incorporated in the Proj ect Manual.
B. Payments for work provided hereunder shall be made following the performance of
such work, unless otherwise permitted by law and approved in writing by the City.
No payment shall be made for any work rendered by the Contractor except as
identified and set forth in this Contract.
C. Progress payments shall be based on the timely submittal by the Contractor of the
City's standard payment request form.
D. Payments for any alterations in or additions to the work provided under this Contract
shall be in accordance with the Request For Information (RFI) and/or Construction
Change Order (CCO) process as set forth in the Project Manual. Following approval
of the RFI and/or CCO, the Contractor shall submit the standard payment request
formes).
E. The Contractor shall submit payment requests with a completed Application for
Payment form, an example of which is included in the Attachments to this Contract.
This form includes a lien waiver certification and shall be notarized before
submission. Applications for payment not signed or notarized shall be considered
incomplete and ineligible for payment consideration. The City shall initiate
authorization for payment after receipt of a satisfactorily completed payment request
form and shall make payment to the Contractor within approximately thirty (30) days
thereafter.
4. Independent Contractor Relationship.
The relationship created by this Contract is that of independent contracting entities. No
agent, employee, servant, or representative of the Contractor shall be deemed to be an employee,
agent, servant, or representative of the City, and the employees of the Contractor are not entitled to
any of the benefits the City provides for its employees. The Contractor shall be solely and entirely
responsible for its acts and the acts of its agents, employees, servants, subcontractors, or
representatives during the performance of this Contract. The Contractor shall assume full
responsibility for payment of all wages and salaries and all federal, state, and local taxes or
contributions imposed or required, including, but not limited to, unemployment insurance, workers
compensation insurance, social security, and income tax withholding.
Part02 [ReVised 5/24/06]
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5. Prevailing Wage Requirements.
The Contractor shall comply with applicable prevailing wage requirements of the
Washington State Department of Labor & Industries, as set forth in Chapter 39.12 RCW and
Chapter 296-127 WAC. The Contractor shall document compliance with said requirements and
shall file with the City appropriate affidavits, certificates, and/or statements of compliance with the
State prevailing wage requirements. The Washington State Prevailing Wage Rates For Public
Works Contracts, Clallam County, incorporated in this Contract have been established by the
Department of Labor & Industries and are included as an Attachment to this Contract. The
Contractor shall also ensure that any subcontractors or agents of the Contractor shall comply with
the prevailing wage and documentation requirements as set forth herein.
6. Indemnification and Hold Harmless.
A. The Contractor shall defend, indemnify, and hold harmless the City, its officers,
officials, employees, and volunteers against and from any and all claims, injuries,
damages, losses, or suits, including attorney fees, arising out of or in connection with
the performance of this Contract, except for injuries and damages caused by the sole
negligence of the City.
B. Should a court of competent jurisdiction determine that this Contract is subject to
RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury
to persons or damages to property caused by or resulting from the concurrent
negligence of the Contractor and the City, its officers, officials, employees, and
volunteers, the Contractor's liability hereunder shall be only to the extent of the
Contractor's negligence. It is further specifically and expressly understood that the
indemnification provided herein constitutes the Contractor's waiver of immunity
under Industrial Insurance, Title 51 RCW, solely for the purposes of this
indemnification. This waiver has been mutually negotiated by the parties. The
provisions of this section shall survive the expiration or termination of this Contract.
7. Insurance.
The Contractor shall procure, and maintain for the duration of the Contract, insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, their agents, representatives,
employees or subcontractors. Failure by the Contractor to maintain the insurance as required shall
constitute a material breach of contract upon which the City may, after giving five working days
notice to the Contractor to correct the breach, immediately terminate the Contract or at its
discretion, procure or renew such insurance and pay any and all premiums in connection therewith,
with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City,
off set against funds due the Contractor from the City.
A. Minimum Scope of Insurance
The Contractor shall obtain insurance of the types described below:
1.
Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 01 or a substitute form providing equivalent liability
Part02 [Revised 5/24/06]
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coverage. If necessary, the policy shall be endorsed to provide contractual
liability coverage.
11. Commercial General Liability insurance shall be written on ISO occurrence
form CG 00 Oland shall cover liability arising from premises, operations,
stop gap liability, independent contractors, products-completed operations,
personal injury and advertising injury, and liability assumed under an insured
contract. The Commercial General Liability insurance shall be endorsed to
provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85.
There shall be no endorsement or modification of the Commercial General
Liability insurance for liability arising from explosion, collapse or
underground property damage. The City shall be named as an insured under
the Contractor's Commercial General Liability insurance policy with respect
to the work performed for the City using ISO Additional Insured
endorsement CG 20 10 1001 and Additional Insured- Completed Operations
endorsement CG 20 37 10 01 or substitute endorsements providing
equivalent coverage.
111. Workers' Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
IV. Builders Risk insurance covering interests of the City, the Contractor,
Subcontractors, and Sub-contractors in the work. Builders Risk insurance
shall be on a all-risk policy form and shall insure against the perils of fire and
extended coverage and physical loss or damage including flood and
earthquake, theft, vandalism, malicious mischief, collapse, temporary
buildings and debris removal. This Builders Risk insurance covering the
work will have a deductible of $5,000 for each occurrence, which will be the
responsibility of the Contractor. Higher deductibles for floor and earthquake
perils may be accepted by the City upon written request by the Contractor
and written acceptance by the City. Any increased deductibles accepted by
the City will remain the responsibility of the Contractor. The Builders Risk
insurance shall be maintained until final acceptance of the work by the City.
B. Minimum Amounts of Insurance
The Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for
bodily injury and property damage of$I,OOO,OOO per accident.
11. Commercial General Liability insurance shall be written with limits no less
than $3,000,000 each occurrence, $3,000,000 general aggregate and a
$3,000,000 products-completed operations aggregate limit.
111. Builders Risk insurance shall be written in the amount ofthe completed value
of the project with no coinsurance provisions.
C. Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions for
Automobile Liability and Commercial General Liability insurance.
Part02 [ReVised 5/24/06]
11- 4
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1. The Contractor's insurance coverage shall be primary insurance with respect
to the City. Any insurance, self-insurance, or insurance pool coverage
maintained by the City shall be in excess of the Contractor's insurance and
shall not contribute with it.
11. The Contractor's insurance shall be endorsed to state that coverage shan not
be cancelled or reduced as to coverage by either party, except after forty-five
(45) days prior written notice by certified mail, return receipt requested, has
been given to the City.
D. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than
A:VII.
E. Verification of Coverage
The Contractor shall furnish the City with original certificates and a copy of the amendatory
endorsements, including but not necessarily limited to the additional insured endorsement,
evidencing the Automobile Liability and Commercial General Liability insurance of the
Contractor before commencement of the work. Before any exposure to loss may occur, the
Contractor shall file with the City a copy of the Builders Risk insurance policy that includes
all applicable conditions, exclusions, definitions, terms and endorsements related to this
project.
F. Contractor's Insurance For Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or
motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or
contractors as well as to any temporary structures, scaffolding and protective fences.
G. Waiver of Subrogation
The Contractor and the City waive all rights against each other, any of their Subcontractors,
Subcontractors, agents and employees, each of the other, for damages caused by fire or other
perils to the extent covered by Builders Risk insurance or other property insurance obtain
pursuant to the Insurance Requirements Section of this Contract or other property insurance
applicable to the work. The policies shall provide such waivers by endorsement or
otherwise.
8. Compliance with Laws.
A. The Contractor shall comply with all applicable federal, state, and local laws,
including regulations for licensing, certification, and operation of facilities and
programs, and accreditation and licensing of individuals, and any other standards or
criteria as set forth in the Project Manual.
B. The Contractor shall pay any applicable business and permit fees and taxes which
may be required for the performance of the work.
Part02 [Revised 5/24/06]
II - 5
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C. The Contractor shall comply with all legal and permitting requirements as set forth in
the Project Manual.
9. Non-discrimination.
The parties shall conduct their business in a manner which assures fair, equal and
nondiscriminatory treatment of all persons, without respect to race, creed, color, sex, Vietnam era
veteran status, disabled veteran condition, physical or mental handicap, or national origin, and, in
particular:
A. The parties will maintain open hiring and employment practices and will welcome
applications for employment in all positions from qualified individuals who are
members of the above-stated minorities.
B. The parties will comply strictly with all requirements of applicable federal, state or
local laws or regulations issued pursuant thereto, relating to the establishment of
nondiscriminatory requirements in hiring and employment practices and assuring the
service of all patrons and customers without discrimination with respect to the
above-stated minority status.
10. Assignment and Subcontractors.
A. The Contractor shall not assign this Contract or any interest herein, nor any money
due to or to become due hereunder, without first obtaining the written consent of the
City.
B. The Contractor shall not subcontract any part of the services to be performed
hereunder without first obtaining the consent of the City and complying with the
provisions ofthis section.
C. In the event the Contractor does assign this contract or employ any subcontractor, the
Contractor agrees to bind in writing every assignee and subcontractor to the
applicable terms and conditions of the contract documents.
D. The Contractor shall, before commencing any work, notify the Owner in writing of
the names of any proposed subcontractors. The Contractor shall not employ any
subcontractor or other person or organization (including those who are to furnish the
principal items or materials or equipment), whether initially or as a substitute,
against whom the Owner may have reasonable objection. Each subcontractor or
other person or organization shall be identified in writing to the Owner by the
Contractor prior to the date this Contract is signed by the Contractor. Acceptance of
any subcontractor or assignee by the Owner shall not constitute a waiver of any right
of the Owner to reject defective work or work not in conformance with the contract
documents. Ifthe Owner, at any time, has reasonable objection to a subcontractor or
assignee, the Contractor shall submit an acceptable substitute.
E. The Contractor shall be fully responsible for all acts and omissions of its assignees,
subcontractors and of persons and organization directly or indirectly employed by it
and of persons and organizations for whose acts any of them may be liable to the
same extent that it is responsible for the acts and omissions of person directly
employed by it.
Part02 [ReVised 5/24/06]
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F. The divisions and sections of the specifications and the identifications of any
drawings shall not control the Contractor in dividing the work among subcontractors
or delineating the work to be performed by any specific trade.
G. Nothing contained in the contract documents shall create or be construed to create
any relationship, contractual or otherwise, between the Owner and any subcontractor
or assignee. Nothing in the contract documents shall create any obligation on the
part of the Owner to payor to assure payment of any monies due any subcontractor
or assIgnee.
H. The Contractor hereby assigns to the City any and all claims for overcharges
resulting from antitrust violations as to goods and materials purchased in connection
with this Contract, except as to overcharges resulting from antitrust violations
commencing after the date of the bid or other event establishing the price of this
Contract. In addition, the Contractor warrants and represents that each of its
suppliers and subcontractors shall assign any and all such claims for overcharges to
the City in accordance with the terms of this provision. The Contractor further
agrees to give the City immediate notice of the existence of any such claim.
I. In addition to all other obligations of the contractor, if the contractor does employ
any approved subcontractor, the contractor shall supply to every approved
subcontractor a copy of the form, provided in the project manual, to establish written
proof that each subcontract and lower-tier subcontract is a written document and
contains, as a part, the current prevailing wage rates. The contractor, each approved
subcontractor and each approved lower-tier subcontractor shall complete and deliver
the form directly to the City.
11. Contract Administration.
This Contract shall be administered by 77/JIf rlt!CCJJVA/cLLon behalf of the Contractor
and by Michael S. Szatlocky, PE on behalf ofthe City. Any written notices required by the terms of
this Contract shall be served or mailed to the following addresses:
Contractor:
City:
City of Port Angeles
P.O. Box 1150
321 East Fifth Street
Port Angeles, W A 98362-0217
12. Interpretation and Venue.
This Contract shall be interpreted and construed in accordance with the laws of the State of
Washington. The venue of any litigation between the parties regarding this Contract shall be
Clallam County, Washington.
Part02 [ReVised 5/24/06]
II - 7
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IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the
day and year first set forth above.
CONTRACTOR:
CITY OF PORT ANGELES:
MCCONNELL CONSTRUCTION ~ ~
Name of Contractor ~ ~. R~
BY:~~~~ ayor
Title: OWNER
::;;~..
City Attorney
Attest:
G \Legal_Backup\AGREEMENTS&CONTRACTS\PUB WORKS\0407_02 Part02 051206 DOC
Part02 [ReVised 5/24/06]
II - 8
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PERFORMANCE and PAYMENT BOND
Bond to the City of Port Angeles Bond # 104737925
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned, MCCONNELL CONSTRUCTION as Principal, and TRAVELERS CASUALTY AND
SURETY COMPANY OF AMERICA a corporation, organized and existing under the
laws of the State of Washington, as a surety corporation, and qualified under the laws of the State
of Washington to become surety upon bonds of contractors with municipal corporations as surety,
are jointly and severally held and firmly bound to the City of Port Angeles in the penal sum of
$197.426.00 ------------------------------- for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal representatives,
as the case may be.
This obligation is entered into pursuant to the statutes of the State of Washington and the
ordinances of the City of Port Angeles.
Dated at
PORT ANGELES
, Washington, this 21S1'.fayof JUNE
,2006.
The conditions of the above obligation are such that:
WHEREAS, the City of Port Angeles has let or is about to let to the said MCCONNELL CONSTRUCTION
the above bounded
Principal, a certain contract, the said contract being numbered 05-22, and providing for Cedar
Street Retaining Wall Reconstruction Rebid (which contract is referred to herein and is made a part
hereof as though attached hereto), and
WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and
undertake to perform the work therein provided for in the manner and within the time set forth; now,
therefore,
If the said Principal, MCCONNELL CONSTRUCTION . shall faithfully
perform all of the provisions of said contract in the manner and within the time therein set forth, or
within such extensions of time as may be granted under said contract, and shall pay all laborers,
mechanics, subcontractors and materialmen, and all persons who shall supply said Principal or
subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify
and hold the City of Port Angeles harmless from any damage or expense by reason of failure of
performance as specified in said contract or from defects appearing or developing in the material
or workmanship provided or performed under said contract within a period of one year after its
acceptance thereof by the City of Port Angeles, then and in that event, this obligation shall be void;
but otherwise, it shall be and remain in full force and effect.
,20 06.
MCCONNELL CONSTRUCTION
Principal
BY~~~
tPW~/A:,
Title
RIDDLE, ATTORNEY-IN-FACT
Title
4000 KRUSE WAY PL. BLDG ONE SUITE 265
Surety Address LAKE OSWEGO, OR 97035
BILL SMITH 503-534-4294
Surety Contact and Phone Number
1499 SE TECH CENTER PL. #290
Agent Address VANCOUVER, WA 98683
BOB LAGLER 360-892-5840
Agent Contact and Phone Number
Part02 [Revised 5124106J
11- 9
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POWER OF ATTORNEY
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
KNOW ALL MEN BY THESE PRESENTS That Seaboard Surety Company IS a corporatIOn duly organIzed under the laws of the State of New York, that St Paul
Fire and Manne Insurance Company, St Paul Guardian Insurance Company and St Paul Mercury Insurance Company are corporatIons duly organIzed under the laws
of the State of Mmnesota, that Farmmgton Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of Amenca are
corporatIons duly organIzed under the laws of the State of ConnectIcut, that UnIted States FidelIty and Guaranty Company IS a corporatIOn duly orgalllzed under the
laws of the State of Maryland, that FidelIty and Guaranty Insurance Company IS a corporatIOn duly organIzed under the laws of the State of Iowa, and that FidelIty and
Guaranty Insurance Underwnters, Inc IS a corporatIOn duly organIzed under the laws of the State of Wlsconsm (herem collectIvely called the "CompanIes"), and that
the CompaOles do hereby make, constItute and appomt
Robert W. Lagler, and Bonnie Riddle
of the CIty of Vancouver , State of Washmgton ,then true and lawful Attomey(s)-m-Fact,
each m their separate capacity If more than one IS named above, to sIgn, execute, seal and acknowledge any and all bonds, recognIzances, condItIonal undertakmgs and
other wntmgs oblIgatory m the nature thereof on behalf of the CompanIes m thel~_bus!ness ?{:guaranteemg the fidelIty of persons, guaranteemg the performance of
contracts and executmg or guaranteemg bonds and undertakmgs reqUired or permltted'm any actIons or-proceedmgs allowed by law
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IN WITNESS WlIEREOF, the Compa.oWf! have caused thiS mstt:.ument to'be s}gned'and,theu:'yorporate seals to be hereto affIxed, thiS
March LUU6 <,<;~',;;)-v "\^"A)'Y <'f\:!,0.-'"
day of , ~" \. \~ " .,.-,)> <;'
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1 e lty an uarantYk nsur~n\c~, _ompa~~),;,")' v
Fidelity and Guaranty Insur3pce'Underwtiters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
RSTPAUL
~ TRAVELERS
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
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Attorney-In Fact No.
214869
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State of Connecticut
CIty of Hartford ss
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St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 0 0 0 1 7 3 8 6 9
6th
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
......-.........
/r"v9-"4. \NS(J-9.q~....'\.
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'~!.. SEAL P
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By
6th March 2006
On thIS the day of , before me personally appeared George W Thompson, who acknowledged
himself to be the SeOlor VIce PreSident of Farmmgton Casualty Company, FidelIty and Guaranty Insurance Company, FidelIty and Guaranty Insurance Underwnters,
Inc , Seaboard Surety Company, St Paul Fire and Manne Insurance Company, St Paul GuardIan Insurance Company, St Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of Amenca, and UOlted States FidelIty and Guaranty Company, and that he, as such, bemg
authonzed so to do, executed the foregomg mstrument for the purposes therem contamed by slgnmg on behalf of the corporatIOns by himself as a duly authonzed officer
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In Witness Whereof, I hereunto set my hand and offiCial seal
My CommiSSIon expIres the 30th day of June, 2006
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58440-9-05 Pnnted In USA
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
'<<\w c. j~
'- Mane C Tetreault, Notary PublIc
WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
~
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This Power of Attorney IS granted under and by the authonty of the followmg resolutIOns adopted by the Boards of Directors of Farrrungton Casualty Company, Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwnters, Inc , Seaboard Surety Company, St Paul Fire and Marme Insurance Company,
St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of
Amenca, and Umted States Fidelity and Guaranty Company, which resolulions are now m full force and effect, readmg as follows
1
RESOLVED, that the Chairman, the President, any Vice Chairman, any Execulive Vice PreSident, any Semor Vice President, any Vice PreSident, any Second Vice
PreSident, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appomt Attorneys-m-Fact and Agents to act for and on behalf
of the Company and may give such appomtee such authonty as his or her cerliflcate of authonty may prescnbe to sign With the Company's name and seal With the
Company's seal bonds, recogmzances, contracts of mdemmty, and other wntmgs obligatory m the nature of a bond, recogmzance, or condllional undertakmg, and any
of Said officers or the Board of Directors at any lime may remove any such appomtee and revoke the power given him or her, and It IS
1
FURTHER RESOLVED, that the Chairman, the PreSident, any Vice Chairman, any Execulive Vice PreSident, any Semor Vice PreSident or any Vice PreSident may
delegate all or any part of the foregomg authonty to one or more officers or employees of thiS Company, proVided that each such delegatIOn IS m wntmg and a copy
thereof IS flied m the office of the Secretary, and It IS
1
FURTHER RESOLVED, that any bond, recogmzance, contract of mdemmty, or wntmg obligatory m the nature of a bond, recogmzance, or conditIOnal undertakmg
shall be valid and bmdmg upon the Company when (a) Signed by the PreSident, any Vice Chairman, any Execulive Vice PreSident, any Semor Vice PreSident or any Vice
PreSident, any Second Vice PreSident, the Treasurer, any ASSistant Treasurer, the Corporate Secretary or any ASSistant Secretary and duly attested and sealed wllh the
Company's seal by a Secretary or ASSistant Secretary, or (b) duly executed (under seal, If reqUired) by one or more Attorneys-m-Fact and Agents pursuant to the power
prescnbed m hiS or her certificate or their certificates of authonty or by one or more Company officers pursuant to a wntten delegatIOn of authonty, and It IS
1
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FURTHER RESOLVED, that the signature of each of the followmg officers: PreSident, any Execulive Vice PreSident, any Semor Vice PreSident, any Vice PreSident,
any ASSistant Vice PreSident, any Secretary, any ASSistant Secretary, and the seal of the Company may be affixed by faCSimile to any power of attorney or to any
certificate relatmg thereto appomling ReSident Vice PreSidents, Resident ASSistant Secretanes or Attorneys-m-Fact for purposes only of executing and attestmg bonds
and undertakmgs and other wntmgs obligatory m the nature thereof, and any such power of attorney or certificate bearing such facsmllle signature or facsmllle seal shall
be valid and bmdmg upon the Company and any such power so executed and certified by such facsmllle signature and facsmllle seal shall be valid and bmdmg on the
Company m the future With respect to any bond or understandmg to which it IS attached
1
I, Kon M. Johanson, the underSigned, ASSistant Secretary, of Farmmgton Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance
Underwnters, Inc , Seaboard Surety Company, St Paul Fire and Manne Insuran~ Cpmpanl, St. Paul Guardian Insurance Company, St Paul Mercury Insurance
Company, Travelers Casualty and Surety Company, Travelers Casualty and S~~!~ Qimpanr~f:;A.men\c~t~d Umted States Fidelity and Guaranty Company do hereby
certify that the above and foregomg IS a true and correct copy of the PO,wer~~~ttorneYZ7~ecuted byt~d\eompanles, which IS m full force and effect and has not been
revoked k,~\: <,.~~<(0'" :\~ \>> <\\\
<:~~ rv 1))10 ~ (' \>.\'\ -<f" ~~ \y
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/'~ ~'f \ CA,A, 27TH
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixeCl the.seals of saId\",ompanles thiS day of
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JUNE
,20 06.
1
Kon M. Johans
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To venfy the authenliclty of thiS Power of Attorney, call 1-800-421-3880 or contact us at www.stpaultravelersbondcom Please refer to the Attorney-In-Fact number,
the above-named mdlvlduals and the details of the bond to which the power IS attached
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WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
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ESCROW AGREEMENT forHETAINED PERCENTAGE
Cedar Street Retaining Wall Reconstruction Rebid, Project No. 05-22
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TO:
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THIS ESCROW AGREEMENT is for the Investment of the
retained percentage of the above contract, in accordance With
chapter 60 28 of the Revised Code of Washington It IS limited
to FDIC Insured Washington State Chartered Banks who are
covered by the State of Washington Public Deposit Protection
Act
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The undersigned, , (as
"Contractor"), has directed the CITY OF PORT ANGELES (as
"City"), to deliver to you Its warrants which shall be payable to
you and/or the contractor The warrants are to be held and
disposed of by you In accordance With the following Instruction'
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INSTRUCTIONS
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1 . Upon delivery the warrants shall be endorsed by you
and forwarded to the City for collection. You shall use
the mOnies to purchase Investments selected by the
Contractor and approved by the City. You may follow
the last wntten direction received by you from the
Contractor, for each purchase, prOVided the direction
otherwise conforms With this agreement. Acceptable
investments are:
A Bills, certificates, notes or bonds of the United
States,
B. Other obligations of the United States or Its
agencies;
C. Obligations of any corporation wholly owned by
the Government of the United States;
D. Indebtedness of the Federal National Mortgage
ASSOCiation;
E Time depOSits In commercial banks,
F. Other Investments, except stocks, selected by the
Contractor, subject to express pnor written
consent of the City.
2. The Investments shall be In a form which allows you
alone to reconvert them Into money if you are reqUired to
do so by the City
3. The Investments must mature on or prior to the date set
for the complellon of the contract, including extension
there of or thirty (30) days following the final acceptance
of the work.
4. When Interest on the Investments accrues and IS paid,
you shall collect the Interest and forward it to the
Contractor unless otherwise directed by the Contractor.
5. You are not authOrized to deliver to the Contractor all or
any part of the Investments held by you pursuant to thiS
agreement (or any mOnies denved from the sale of such
Investments, or the negollallon of the City'S warrants)
except In accordance With the wntten instructions from
the City Compliance with such Instructions shall relieve
you of any further liability related thereto
6. In the event the City orders you, In Writing, to reconvert
the investments and return all monies, you shall do so
Within thirty (30) days of receipt of the order.
7. The Contractor agrees to compensate you for your
services In accordance With your current published
schedule of applicable escrow fees. Payment of all fees
shall be the sole responsibility of the Contractor and shall
not be deducted from any mOnies placed With you
pursuant to thiS agreement unlll and unless the City
directs the release to the Contractor of the Investments
and mOnies held hereunder, whereupon you shall be
entitled to reimburse yourself from such monies for the
entire amount of your fee
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Escrow No.:
City of Port Angeles Contract No. 05-22
Completion Date:
8. ThiS agreement shall not be binding until signed by both
parties and accepted by you.
9. ThiS document contains the entire agreement between
you, the Contractor, and the City, with respect to thiS
Escrow, and you are not a party to, nor bound by any
Instrument or agreement other than thiS. You shall not be
reqUired to take notice of any default or any other matter,
nor be bound by nor required to give notice or demand,
nor reqUired to take any action whatever except as herein
expressly proVided. You shall not be liable for any loss or
damage not caused by your own negligence or Willful
misconduct
CONTRACTOR
Federal Tax 1.0. No
By
Title:
Address:
DATE
CITY OF PORT ANGELES
By
Title:
DATE.
THE ABOVE ESCROW AGREEMENT RECEIVED AND
ACCEPTED on the _ day of 20_.
BANK
By:
Title:
Address
DISTRIBUTION
City Clerk
Flnanclallnstitullon
Contractor
File Copy
11-9
Client#: 110237
MCCOCONS2
ACORDm
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
06/27/06
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
Bratrud Middleton Insurance
Brokers, Inc.-Tac General
1201 Pacific Ave, Suite 1000
Tacoma,WA 98402
J
McConnell Construction
194 Protection Ridge Rd.
Port Townsend, WA 98368
INSURERS AFFORDING COVERAGE
INSURER A EVANSTON INSURANCE COMPANY
INSURER B American States Insurance Company
INSURER C
INSURER D
INSURER E
NAIC#
INSURED
COVERAGES
I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
I LTR NSRI TYPE OF INSURANCE POLICY NUMBER PJ>l-~~1~~~~8~IE P~~fl r~rft~~N LIMITS
A GENERAL LIABILITY 05PKG01337 10/27/05 10/27/06 EACH OCCURRENCE $3.000.000
- DAMAGE TO RENTED
X COMMERCIAL GENERAL LIABILITY $50 000
I CLAIMS MADE ~ OCCUR MED EXP (Anyone person) $5.000
I X BI/PD Ded:10000 PERSONAL & ADV INJURY $3 000 000
GENERAL AGGREGATE $3 000.000
GEN'L AGGREGATE LIMIT APPlS PER PRODUCTS - COMP/OP AGG $3 000 000
n ril PRO-
I POLICY JECT LOC
B AUTOMOBILE LIABILITY 01CG3928222 10/27/05 10/27/06 COMBINED SINGLE LIMIT
- $1,000,000
ANY AUTO (Ea accident)
-
I - ALL OWNED AUTOS BODILY INJURY
$
.!... SCHEDULED AUTOS (Per person)
.!... HIRED AUTOS BODILY INJURY
.!... (Per accident) $
NON-OWNED AUTOS
I PROPERTY DAMAGE $
(Per aCCIdent)
~RAGE LIABILITY AUTO ONLY - EA ACCIDENT $
I ANY AUTO OTHER THAN EA ACC $
AUTO ONLY AGG $
:=JESS/UMBRELLA LIABILITY EACH OCCURRENCE $
OCCUR D CLAIMS MADE AGGREGATE $
I $
~ DEDUCTIBLE $
RETENTION $ $
I WORKERS COMPENSATION AND 05PKG01337 10/27/05 10/27/06 X I T~~-7r~W~ I IOJ~-
X EMPLOYERS' LIABILITY WA Stop Gap E L EACH ACCIDENT $500 000
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED? E L DISEASE - EA EMPLOYEE $500 000
If yes, descnbe under E L DISEASE - POLICY LIMIT $500 000
I SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
RE: Cedar Street Wall Reconstruction Project #05.22. City of Port
Angeles is named as an Additional Insured as their interest may appear.
Coverage is Primary Non-Contributory and Waiver of Subrogation applies.
CERTIFICATE HOLDER
CANCELLATION
ACORD 25 (2001/08) 1 of 2
#S135821/M105399
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL -A5- DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
13,.~ G. #~:/..~...__
SXMOO
@ ACORD CORPORATION 1988
City of Port Angeles
Public Works Department
321 E. 5th Street
Port Angeles, WA 98362
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IMPORTANT
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If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
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If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
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DISCLAIMER
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The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
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I ACORD 25-5 (2001/08) 2 of 2
#S135821/M105399
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POLICY NUMBER:
ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
CONTRACTORS POLLUTION LIABILITY COVERAGE PART
PROFESSIONAL LIABILITY COVERAGE PART
TillS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY.
SCHEDULE
Name of Person or Organization:
AS PER WRITTEN CONTRACT
A. WHO IS AN INSURED (SECTION II) is amended to include as an insured the
person or organization shown in the schedule. But only with respect to liability
arising out of "your work" for that insured by or for you.
B. As respects additional insureds as defined above. This insurance also applies to
"bodily injury" or "property damage" arising out of your negligence when the
following written contract requirements are applicable:
1. Coverage available under this coverage part shall apply as primary insurance.
Any other insurance available to these additional insured's shall apply as
excess and not contribute as primary to the insurance afforded by this
endorsement.
2. We waive any right of recovery we may have against these additional
insured's because of payments we make for injury or damage arising out of
"your work" done under a written contract with the additional insured.
3. The term "insured" is used separately and not collectively, but the inclusion of
more than one "insured" shall not increase the limits or coverage provided by
this insurance.
"Insureds are advised that certificates of insurance should be used only to provide
evidence of insurance in lieu of an actual copy of the applicable insurance policy.
Certificates should not be used to amend, expand, or otherwise alter the terms of the
actual policy."
IE-0054-0404
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POLICY NUMBER:
ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
CONTRACTORS POLLUTION LIABILITY COVERAGE PART
PROFESSIONAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
AS PER WRITTEN CONTRACT
(If no entry appears above, information required to complete this endorsement will be
shown in the Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or
organization shown in the Schedule, but only with respect to liability arising out of "your
work" for that insured by or for you.
"Insureds are advised that certificates of insurance should be used only to provide
evidence of insurance in lieu of an actual copy of the applicable insurance policy.
Certificates should not be used to amend, expand, or otherwise alter the terms of the
actual policy."
ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME.
IE-0036-0404
1 of 1
MCCOCONS2
ACORDTM~FI;~[ , ^~JiaVER,",$lJ]R~~!C~E<', OD~T/E;;ID/D~'^
~ '-'~;~ > ,/~i4>wt: ..W""tl~/h < "'" <(<,,<;r~ -<-.......... ~)"7AK. "'~'"x'^'
THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE, AND CONVEYS ALL THE
RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY.
PRODUCER AlC No Exl 2 5 3 75 9 - 2 2 0 0 COMPANY
Bratrud Middleton nsurance Travelers Insurance
Brokers, Inc.-Tac General
1201 Pacific Ave, Suite 1000
Tacoma, WA 98402
CODE SUB CODE
AGENCY
CUSTOMER 10 #
INSURED
McConnell Construction
City of Port Angeles
and/or Sub-contractors ATIMA
194 Protection Ridge Rd.
Port Townsend, WA 98368
LOAN NUMBER I I
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EFFECTIVE DATEL~
07/01/06
THIS REPLACES PRIOR EVIDENCE DATED
CONTINUED UNTIL
TERMINATED IF CHECKED
~,RROPjg~:Y;Y~lThO~~AlrIONK~C~~f4~>/~:f.~~:*0'k<"V. .'
LOCATION/DESCRIPTION
Cedar street, Between w. 6th Street and Marine Dr., Port Angeles, WA
Cedar Street Retaining Wall Repairs , project no. 05-22
? n;'" '''it..,..'''.... '"4'W",-,,-,'- ,,,,= YO" > > ~0 ~$:;% :AA.4ldtttL..3'fu1h ~<1Mft~ " ',., '"
&QY,ER~GEJ~Ji0RMAIIQN~~_~""i_,~:...:"'~~~~_~__~.w..,_~~~, ..'
COVERAGE/PERILS/FORMS
Builder's Risk, Including Earthquake & Flood
or Minimum of $50,000 EQ & Flood Deductible
AMOUNT OF INSURANCE DEDUCTIBLE
$197,426 $1,000
.~grA~B.Ii15-,,(I~II,im:.ng~p~cJlIJ!:~.mmio.I1~) .l~~
_C~NCEI:1!iffirn>~~' _ _, ..~,___< ',<
THE POLICY IS SUBJECT TO THE PREMIUMS, FORMS, AND RULES IN EFFECT FOR EACH POLICY PERIOD SHOULD THE
POLICY BE TERMINATED, THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 45 DAYS
WRITTEN NOTICE, AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT
INTEREST IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW.
I ~.Q.DI!!9~b:i~TERI;_S~ -~--' ~ '
NAME AND ADDRESS
City of Port Angeles
321 E. Fifth St.
I Port Angeles, WA 98362
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LOSS PAYEE
LOAN #
'",:<~' <?;,. Th
AUTHORIZED REPRESENTATIVE
13,.~ G. #~__
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~ORD~27'~(3/93)~~~-r_<~~,
iilffOT:<l ~ :::.J! +0~;->>!,.
:;-:,-
.- "T/'''\l!WP''''~;1fB1PK''-''''Y~--'-~'W~~'~~' '_W"'"
N'_ 'r" 'In:/ }lmr' .2&XS:O"O@ ,A;C0RID'CORP9RATION ~,99
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PART III
SPECIFICATIONS, SPECIAL PROVISIONS
AND SUBMITTALS
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SPECIAL PROVISIONS
1. Special Provisions as setforth on pages III - 1 through III - 16
. 2. Submittal requirements. as listed on pages III - 17 through III - 19
3. Project Plans, as set forth in Attachment --E-.
4. Washington State Department of Transportation's Standard Specifications for Road,
Bridge, and Municipal Construction 2006 (English Units), referred to herein as the
Standard Specifications.
5. Washington State Department of Transportation's Standard Plans, as referenced on
page III - 16
6. Attachments (exclusive of the above-mentioned) as listed in the Table of Contents
of the Project Manual.
STANDARD SPECIFICATIONS
This Contract incorporates the Washington State Department of Transportation's Standard
Specifications for Road, Bridge, and Municipal Construction 2006 (English Units), referred
to herein as the Standard Specifications. Unless otherwise superseded as detailed above,
the Standard Specifications describe the general requirements, description, materials,
construction requirements, measurement and payment of work to be completed under this
Contract.
SPECIAL PROVISIONS
The following Special Provisions supersede any conflicting provisions of the Standard
Specifications and are made a part of this contract. The Sections referenced in these
Special Provisions refer to Sections of the Standard Specifications.
1-01.3 DEFINITIONS
The term "Contract Bond" is understood to be equal to "Performance and Payment Bond"
for this project.
The term "State" is redefined to mean the City of Port Angeles for this project.
The term "Commission" is redefined for this project to mean the City Council of the City of
Port Angeles.
The term "Secretary" is redefined for this project to mean the Director of Public Works for
the City of Port Angeles.
The term "Department" is redefined to mean the City of Port Angeles Department of Public
Works & Utilities for this project.
The terms "Engineer" and "Project Engineer" are redefined for this project to mean the City
Engineer for the City of Port Angeles.
The terms "Contract" and "Project Manual" are interchangeable.
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1-02.5 PROPOSAL FORMS
The term "prequalified" is deleted from Section 1-02.5 of the Standard Specifications for
this project.
1-02.9 DELIVERY OF PROPOSAL
Section 1-02.9 of the Standard Specifications is modified in its entirety for this project to
now read as follows:
Each proposal shall be submitted in accordance with the instructions outlined in the
ADVERTISEMENT FOR BIDS and the INFORMATION FOR BIDDERS AND BIDDER'S
CHECK LIST.
1-03.4 PERFORMANCE AND PAYMENT BOND
In accordance with Section 1-03.4 of the Standard Specifications the Contractor shall
e~ecute a Performance and Payment Bond as provided in the Contract. The bond shall
specify the surety's name and address and shall include a power-of-attorney appointing
the signatory of the bond as the person authorized to execute it.
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
(October 1, 2005 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of
precedence (e.g., 1 presiding over 2,2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions, includinq APWA General Special Provisions, if they are
included,
4. Contract Plans,
5. Amendments to the Standard Specifications,
6. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal
Construction,
7. Contractinq Aqency's Standard Plans (if any), and
8. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction.
1-04.4 CHANGES IN WORK
Section 1-04.4, Changes, of the Standard Specifications shall be amended to add the
following:
All revisions, clarifications, field requests and field authorizations for construction contracts
shall be documented using the "REQUEST FOR INFORMATION" form. A construction
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contract change order may be initiated by the Contractor, City inspector, or
Architect/Engineer by using the RFI form, PW-404_02.
Definitions:
a. RFI: Request for Information (City of Port Angeles' Document PW 404_02)
b. CCO: Construction Change Order (City of Port Angeles' Document PW 404_04)
PROTECTION, RESTORATION AND CLEAN-UP
Section 1-04.11, Final Cleanup, and Section 1-07.16, Protection and Restoration of
Property, of the Standard Specifications shall be supplemented with the following:
The work done under this item consists of restoring, cleaning and repairing private
property impacted by the work, and restoration of other existing features of the landscape
which are deemed necessary by the Engineer.
The Contractor shall follow its trenching operation as soon as possible with its restoration
wqrk. The Contractor will not be permitted to leave any particular area unrestored for more
than two weeks except in the case where he may be doing repair work on a line which has
failed to meet test specifications. Such restoration shall follow immediately.
The lump sum bid item for this work, "Protection, Restoration and Cleanup", shall be full
compensation for all labor, materials, tools, and equipment necessary to complete this item
as specified or as directed by the Engineer.
PLANS AND WORKING DRAWINGS
Unless otherwise required by the Submittal Requirements, Section 1-05.3 of the Standard
Specifications shall apply.
1-05.5 AS-BUILT DRAWINGS
Section 1-05.5 is supplemented with the following:
As-built drawings are required to be maintained by the Contractor. The as-built drawings
shall be a record of the construction as installed and completed by the Contractor. They
shall include all the information shown on the contract set of drawings and a record of all
construction deviations, modifications or changes from those drawings which were
incorporated in the work; all additional work not appearing on the contract drawings; all
design submittals, including electrical schematics; and all changes which are made after
final inspection of the contract work.
The Contractor shall mark up a set of full size plans using red ink to show the as-built
conditions. These as-built marked prints shall be kept current and available on the job site
at all times, and be made available to the City Engineer upon request. The changes from
the contract plans which are made in the work or additional information which might be
uncovered in the course of construction shall be accurately and neatly recorded as they
occur by means of details and notes. No construction work shall be concealed until it has
been inspected, approved, and recorded. The drawings shall show at least the following:
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a. The location and description of any utilities or other installations known to
exist and or encountered within the construction area. The location of these
utilities shall include an accurate description, dimensions, and at least 2 ties
to permanent features for all utilities encountered.
b. The location and description of all facilities and appurtenances installed by the
Contractor. The location of facilities and appurtenances shall include accurate
dimensions and at least 2 ties to permanent features for all major components,
including gate valves.
The City of Port Angeles has the right to deny progress payments for completed
work if as-built records, as required by this section, are not available on the job site
for the work that has been completed by the date of the payment request.
Final as-builts shall be delivered to the City Engineer at the time of final inspection for
review and approval. As-built drawings must be approved by the City Engineer before final
payment will be made. See Submittal Requirements for additional information.
1-07.15 SPILL PREVENTION, CONTROL AND COUNTERMEASURES PLAN (SPCC)
The 'Payment' portion of Section 1-07 .15( 1) is replaced with the following:
Costs associated with the preparation and implementation of a SPCC plan will be
considered incidental to the contract prices, and no separate payment will be made.
1-05.10 GUARANTEES
Section 1-05 is supplemented with the following:
The Contractor shall guarantee all materials and equipment furnished and work performed
for a period of one (1) year from the date of substantial completion. The Contractor shall
warrant and guarantee for a period of one (1) year from the date of substantial completion
of the system that the completed system is free from all defects due to faulty materials or
workmanship, and the Contractor shall promptly make such corrections as may be
necessary by reason of such defects including the repairs of any damage to other parts of
the system resulting from such defects. The City will give notice of observed defects with
reasonable promptness. In the event that the Contractor should fail to make such repairs,
adjustments, or other work that may be made necessary by such defects, the City may do
so and charge the Contractor the cost thereby incurred. The Performance and Payment
Bond shall remain in full force and effect through the guarantee period.
Measurement and Payment
All costs associated with this item shall be incidental to the contract prices for the various
bid items.
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STATE SALES TAX
The work on this Contract is to be performed upon landk whose ownership obligates the
Contractor to pay Sales tax. The provisions of Section 1-07.2(1) apply.
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1-07.6 PERMITS AND LICENSES
All requirements of any permits included in this Project Manual shall be adhered to by the
Contractor. All costs related to adhering to these permit(s) shall be included in the overall
cost of the contract - no additional payment will be made to the Contractor for work
required to meet the requirements of the shoreline permit.
1-07.17 UTILITIES AND SIMILAR FACILITIES
Section 1-07.17 is supplemented by the following:
Locations and dimensions shown in the plans for existing facilities are in accordance with
a~ailable information obtained without uncovering, measuring, or other verification.
Public and private utilities, or their contractors, will furnish all work necessary to adjust,
relocate, replace, or construct their facilities unless otherwise provided for in the Plans or
these Special Provisions. Such adjustment, relocation, replacement, or construction will
be done during the prosecution of the work for this project.
The Contractor shall call the Utility Location Request Center (One Call Center), for field
location not less than two nor more than ten business days before the scheduled date for
commencement of excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is defined as any day
other than Saturday, Sunday, or a legal local, state or federal holiday. The telephone
number for the One Call Center for this project is 1-800-424-5555.
The Contractor is alerted to the existence of Chapter 19.22 RCW, a law relating to
underground utilities. Any cost to the Contractor incurred as a result of this law shall be at
the Contractor's expense.
No excavation shall begin until all known facilities in the vicinity of the excavation area
have been located and marked.
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
Section 1-07.18 of the Standard Specifications is deleted in its entirety and replaced with
Sections 6 and 7 of the City's standard Public Works Contract in Part 1/ of the Project
Manual.
PROGRESS SCHEDULE
Section 1-08.3 is supplemented with the following:
The Contractor shall prepare and submit to the Engineer a Critical Path Method (CPM)
schedule, in both electronic and hard copy format. The CPM shall include all aspects of
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the contract, including procurement of materials, construction, testing, submittals, and
inspection.
, The" Contractor shall develop the CPM using the most current version of SureTrak software
by Primavera Systems, Inc., which shall be capable of operating in a Windows NT
environment.
The Contractor shall submit, within 21 calendar days of award of the contract, 3 sets of
complete CPM time-scaled logic diagram on 22" x 34" sheets with accompanying schedule
reports. An electronic copy shall also be submitted. The schedule diagrams shall show
activity numbers, descriptions, early-start dates, float, and all relationships. The diagrams
shall also show the sequence, order, and interdependence of activities in which the work is
to be accomplished.
The Contractor shall submit to the Engineer updates to the CPM schedule monthly with
each Payment Request. The CPM schedule shall be accompanied by a written narrative
report describing current status and identifying potential delays. This report shall, at a
minimum, state whether the contract is on schedule, note any milestones that will not be
met, and comment on the project's current critical path as it relates to previously submitted
critical path.
The CPM deliverables shall be incidental to the contract, and the City will provide no
additional payment for work related to developing and maintaining the CPM schedule as
required in this contract.
The City may withhold payment as a result of incomplete CPM updates, as well as assess
liquidated damages per Section 1-08.9 if the schedule shows that work will not be
completed in a timely manner to meet the performance period of the contract.
TIME FOR COMPLETION
Section 1-08.5 is supplemented with the following:
Time is of the essence in the performance of this Contract and in adhering to the time
frames specified herein. The Contractor shall commence work within ten (10) calendar
days after notice to proceed from the City, and said work shall be physically completed
within 60 working days after said notice to proceed, unless a different time frame is
expressly provided in writing by the City.
If said work is not completed within the time for physical completion, the Contractor may be
required at the City's sole discretion to pay to the City liquidated damages as set forth in
the Project Manual, for each and every day said work remains uncompleted after the
expiration of the specified time.
PAYMENTS
Section 1-09.9 is supplemented with the following:
The Contractor shall submit payment requests with a completed Application for Payment
form, an example of which is included in the Attachments in Part 4 of the Project Manual.
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This form includes a lien waiver certification, and shall be notarized before submission.
Applications for payment not signed or notarized shall be considered incomplete and
ineligible for payment consideration.
TRAFFIC CONTROL MANAGEMENT
The third sentence of the first paragraph of Section 1-10.2(1) is revised to read:
The Contractor may designate the project superintendent as the TCS.
TRAFFIC CONTROL PLANS
The last sentence of Section 1-10.2(2) is revised to read:
The Contractor's letter designating and adopting the specific traffic control plan(s) or any
proposed modified plan(s) shall be submitted to the Engineer for approval at least ten
calendar days in advance of the time the new plan will be implemented.
Cqsts associated with the development of the traffic control plan(s) shall be incidentatl to
contract prices.
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DiViSION 2
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Section 2-02 is supplemented with the following:
Work includes removing trees, catch basin, fencing, and concrete swale as shown on the
plans. Trees shall be cut even with the ground surface and all vegetation removed from
site. Catch basin shall be removed and connecting pipes plugged per Standard
Specifications Section 7-08.3(4).
2-09 STRUCTURE EXCAVATION
Section 2-09 is supplemented with the following:
Removal of Stringer
Remove stringers as designated on plans. Do not damage stringers that are to be reused
or components of the wall system that remain. Remove existing fill behind stringers and
dispose of off-site, unless City Engineer determines it can be reused.
Dispose of all corroded/damaged stringers as designated on plans (labeled with 'X'). Some
additional stringers may require disposal due to corrosion or damage. Disposal shall be
off-site at Contractor's expense. Deliver and stockpile all surplus used stringers (after
reconditioning) to the City Public Works Yard at location noted on plans. City Engineer will
make final determination as to disposal or delivery of stringers.
Measurement and Payment
Existing stringers removed from the wall will be measured per each. Only stringers that are
entirely removed will be measured. The unit contract price per each for "Removal of
Stringer" shall be full compensation for all labor, materials, tools and equipment necessary
to complete this item as specified or as directed by the Engineer.
Costs associated with disposing of stringers or delivery of surplus stringers to the City yard
will be considered incidental to the contract prices, and no separate payment will be made.
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DIVISION 6
6~3STEELSTRUCTURES
Section 6-03 is supplemented with the following:
New Steel Stringer
New stringers shall be 16 gage steel to match size and shape of existing wall stringers.
Stringer stiffeners shall be 8 gage, column caps 12 gage, and connecting channels 8 gage.
Install stringer stiffeners and column cap where missing on existing wall. All connecting
bolts and hardware shall be new. All bin wall components shall be galvanized.
Recondition & Reinstall Stringer
Stringers removed from the wall and designated for reuse shall be reconditioned.
Reconditioning shall include cleaning both sides of the stringer with a pressure washer.
Verify stringer is free from all moisture, dirt, oil, grease or other foreign matter. To the back
side only of the stringer, apply a tannin-based rust converter according to manufacturer's
directions. Cure as required.
Following rust converter, apply asphalt mastic or tar base mastic uniformly to the back side
of the stringer. Mastic and application method shall meet the specifications for Class M
material, per ASTM A849. Verify mastic is compatible with rust converter prior to
application. Apply mastic coating to a minimum thickness of 0.05 in. (1.3 mm). Cure as
required prior to installation.
Protect the front side of the stringers from staining during reconditioning and handling.
Contractor shall submit a product specifications sheet for the 1) proposed rust converter,
and 2) proposed mastic, for City Engineer's approval, prior to use.
Used stringers shall be reinstalled, in similar manner as new stringers, at locations
indicated on plans (above the new stringers). All connecting bolts and hardware shall be
new.
Expanded Polystyrene (EPS) Foam Backfill
EPS geofoam shall conform to ASTM C578 standards. EPS shall be Type 1, with a
nominal density of 1.0 Ibs/cf. Protect EPS foam from weather, including sun and rain, prior
to installation. Foam shall be cut to the largest sizes practical for installation. Foam
trimmings shall not be used for backfill. Foam shall constitute a minimum of 80% of the
volume of backfill behind each stringer.
Measurement and Payment
New stringers installed on the wall will be measured in place per each. The unit contract
price per each for "New Steel Stringer" shall be full compensation for all labor, materials,
tools and equipment necessary for complete stringer installation including nuts and bolts,
connecting channels, vertical connector caps, and stringer stiffeners.
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Reconditioned stringers installed on the wall will be measured in place, per each. The unit
contract price per each for "Recondition & Reinstall Stringer" shall be full compensation for
all labor, materials, tools and equipment necessary for complete stringer reconditioning
and installation including nuts and bolts, connecting channels, vertical connector caps, and
stringer stiffeners.
EPS foam will be measured per each stringer on which it is installed. The unit contract
price per each for "EPS Foam Backfill" shall be full compensation for all labor, materials,
tools and equipment necessary for complete geofoam installation, including cutting and
placement of foam. No payment shall be made where foam constitutes less than one-half
of the volume of the backfill behind the stringer.
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DIVISION 8
8-01 EROSION CONTROL
Section 8-01 is supplemented with the following:
All soil surfaces that are finish graded at a slope of 4H: 1V or steeper shall be staked with
a temporary erosion control blanket, North American Green S150, or approved equivalent.
Install blanket after seeding and fertilizing of the slope. Install blanket following
manufacturer's recommendations for placement and staking.
Section 8-01.4 Measurement and Section 8-01.5 Payment are deleted and replaced with
the following:
Measurement and Payment
The lump sum bid item "Erosion Control," shall be full compensation for all labor, materials,
tools and equipment necessary to provide complete erosion protection of the site and
prevent sediment-laden water from leaving the construction area. Erosion control will
include, but not be limited to, inlet protection, erosion control blankets, street sweeping and
cleaning, silt fences, plastic covering, and temporary mulch.
8-02 ROADSIDE RESTORATION
Section 8-02 is supplemented with the following:
Topsoil Type A
Topsoil Type A shall be two-way planting mix consisting of 2/3 naturally occurring sandy
loam and 1/3 compost. Soil shall be fertile, friable planting soil, free from stones larger than
one-inch in size, refuse, plants or roots, clods, weeds, sticks or other extraneous material.
Topsoil shall have a pH value of between 5.0 and 6.5. Soil shall be capable of sustaining
healthy plant life. Submit sample of free-draining soil and soil laboratory analysis for
approval prior to installation.
Plant Selection Rosa species
Plant Selection, Rosa species, will be one-gallon pots of Rosa rugosa or Rosa nutkana, or
a combination of the two. Plant at the location and spacing noted on the plans.
Seeding and Fertilizing by Hand
Grass Seed shall be certified quality seed, 50% Derby Perennial Rye Grass and 50% Fine
Fescue. Seed shall have 90% min. germination rate and 0.5% max. weed seed. Seed
areas at the rate of six (6) pounds per 1,000 sf. Sow half of seed at right angles to the first
sowing. Lightly rake to cover seed and compact by rolling. Water as required to maintain
moist soil to a depth of at least four (4) inches. Apply 10-20-20 lawn fertilizer at the rate of
30 pounds per 1,000 sf. Cover seeded areas with a 2" thickness of straw. Produce a close
stand of grass within 60 days after seeding. Re-seed barren areas as originally specified.
111-11
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Specification Section 8-02.3(15)F Dates for Application of Final Seed, Fertilizer, and Mulch
will apply to the project.
Measurement and Payment
Measurement and Payment for Topsoil Type A, Plant Selection, and Seeding and
Fertilizing by Hand will be per the Standard Specifications.
8-14 CEMENT CONCRETE SIDEWALKS
Section 8-14 is supplemented with the following:
Cement Concrete Dowelled Sidewalk
Cement Concrete Dowelled Sidewalk shall be furnished and placed per plans. Adhesive
for tie bars shall meet the requirements of Section 9-26.1 for Type II epoxy bonding agent.
Align expansion joints in the sidewalk with the existing expansion joints in the concrete
pavement where feasible.
.
Measurement and Payment
Measurement and Payment for Cement Concrete Dowelled Sidewalk will be the same as
for Cement Concrete Sidewalk.
111-12
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DIVISION 9
9-03 AGGREGATES
Section 9-03 is supplemented with the following:
Gravel Backfill for Bin Wall
Wall backfill in the voids around the EPS foam shall be 1-1/2" minus clean angular rock
manufactured from basalt. Backfill shall conform to the following grading:
Sieve size
1-1/2" square
1"
Percent passinq
100
50 to 70
o to 2
o to 1.5
3/8"
U.S. No. 200
Measurement and Payment
Gravel backfill will be measured in place per ton. Payment shall include placement and
compaction of backfill around geofoam as shown on the contract drawings.
The unit contract price per ton for "Gravel Backfill for Bin Wall" shall be full compensation
for all labor, materials, tools and equipment necessary for backfill installation including
placement and compaction of backfill as shown on the plans.
111-13
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STANDARD PLANS
The Washington State Department of Transportation's Standard Plans for Road, Bridge
and Municipal Construction, up to and including any official changes to these Plans issued
through September 1, 2002 are hereby made a part of this contract. Any conflicts between
the Standard Plans and other parts of this contract will be resolved as stated in the Order
of Precedence at the beginning of Part III.
111-14
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SUBMITTAL REQUIREMENTS
The following is an index of the section contained under Submittal Requirements:
SR-01 Material Submittals
SR-02 Design Submittals
SR-03 Progress Schedule
SR-04 As-Built Drawings
SR-05 Other Post-Construction Submittals
SR-01 MATERIAL SUBMITTALS
The Contractor shall furnish to the City Engineer 3 copies of all material submittals listed in
SR-06, "Itemized List Of Submittals". All material submittals or resubmitlals shall be
accompanied by SR-07, "Submittals Review Form". The location of the specification for
each of these items in the Standard Specifications or Special Provisions is indicated in SR-
06. If the item description for the material submittal is not the exact brand or model
specified in the Contract, then 3 copies of the manufacturer's descriptive literature, catalog
cut-sheets, etc., must also be included with the submittal package.
The Contractor shall clearly indicate on all material submittals and copies, the submittal
review package number (starting with "1" for the first submittal review package), submittal
item number (from SR-06) and the exact item selected. In all cases, the Contractor shall
enter the exact brand and model on the "Submittal Review Form" for that particular item.
All material submittals shall be submitted within 28 days after award of the Contract. The
Contractor should allow 14 calendar days from receipt by the City Engineer for review and
approval or rejection. For each material resubmittal required, the Contractor should allow
an additional 7 calendar days from date of receipt by the City Engineer for review and
approval or rejection. Except as provided herein, all requirements of Section 1-05.3,
"Plans and Working Drawings", of the Standard Specifications shall apply.
NOTE: NO CONSTRUCTION SHALL BE PERFORMED ON ANY PORTION
OF THE CONTRACT THAT DOES NOT HAVE APPROVED SUBMITTALS.
NO PAYMENT WILL BE MADE FOR DESIGNS INSTALLED WITHOUT
APPROVAL AS REQUIRED BY THIS SECTION.
SR-02 DESIGN SUBMITTALS
Three copies of all design submittals and related shop drawings are required. Shop
drawings and electrical schematic details shall be of the size 22" x 34". Each design
submittal or resubmittal and related shop drawings shall be listed on the "Submittal Review
Form" by the Contractor with an appropriate reference to the attachments submitted. All
design submittals shall be stamped by a Professional Engineer registered in the State of
Washington.
All design submittals are required within 28 days after award of the Contract. The
Contractor should allow 14 calendar days from receipt by the City Engineer for review and
approval or rejection. For each design resubmittal required, the Contractor should allow
an additional 14 calendar days from date of receipt by the City Engineer for review and
approval or rejection.
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The following are required Design Submittals for this Contract:
SR-02.1 Traffic Control Plans
See Section 1-10.2(2) of the Standard Specifications, as modified by the Special
Provisions, for submittal requirements for Traffic Control Plans.
SR-02.4 Permanent Retaining Wall System
See Section 6-11 of the Standard Specifications, as revised above, for design submittal
requirements for this item.
SR-03 PROGRESS SCHEDULE
See Section 1-08.3, as modified in the Special Provisions, for the submittal requirements
for a Progress Schedule and regular updates.
SR-04 AS-BUILT DRAWINGS
Requirements for maintaining As-Builts for the work completed under this Contract are
specified in Section 1-05.5 of the Special Provisions above. Final As-Builts shall be
submitted to the City Engineer at or before the final inspection for review and approval.
As-built drawings must be approved by the City Engineer before final payment will be
made.
SR-05 OTHER POST-CONSTRUCTION SUBMITTALS
The Contractor shall furnish the City Engineer with all other post-construction submittals
required by the specifications, whether or not listed on the submittal review form. All
results of tests the Contractor performs as required by the Contract for quality assurance
such as compaction tests, pressure tests, or bacteriological analyses shall be submitted to
the Project Engineer whether or not the test meets the performance standards as required
by the specifications.
SR-06 ITEMIZED LIST OF SUBMITTALS
Below is a summarized list of the submittals required under this contract.
ITE
M APPLICABLE
NO. DESCRI PTION SECTION
Design Submittals
1 Traffic Control Plan(s) 1-10
2 Progress Schedule 1-08.3
Material Submittals
3 Bedding and Backfill Materials various
4 Primer & Beutimous Paint Appendix F
Post-Construction Submittals
5 Final As-Builts 1-05.5
111-16
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I PART IV
I ATTACHMENTS
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Attachment A
Washington State Prevailing Wage Rates for
Clallam County including Benefit Code
" 1-18
I
State of Washington
I DEPARTMENT OF LABOR AND
I N D U S T R I E S Prevailing Wage Section -
Telephone (360) 902-5335 PO Box 44540,
Olympia, WA 98504-4540
I Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here Include both the hourly wage rate and the hourly rate of fringe benefits.
On public works projects, workers' wage and benefit rates must add to not less than this total. A brief
I description of overtime calculation requirements IS provided on the Benefit Code Key.
CLALLAM COUNTY
I Effective 03-03-06
****************************************************************************************************************
*
I (See Benefit Code Key)
Over
PREVAILING Time Holiday No
Classification WAGE Code Code Cod
I ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL $33.46 1N 50
BOILERMAKERS
JOURNEY LEVEL $46.32 1C 5N
I BRICK AND MARBLE MASONS
(JOURNEY LEVEL $41 17 1M 5A
CABINET MAKERS (IN SHOP)
JOURNEY LEVEL $14.67
I CARPENTERS
ACOUSTICAL WORKER $40.23 1M 50
BRIDGE, DOCK AND WARF CARPENTERS $40.07 1M 50
CARPENTER $40.07 1M 50
CREOSOTED MATERIAL $40.17 1M 50
I DRYWALL APPLICATOR $40 22 1M 50
FLOOR FINISHER $40 20 1M 50
FLOOR LAYER $40.20 1M 50
I FLOOR SANDER $40.20 1M 50
MILLWRIGHT AND MACHINE ERECTORS $41 .07 1M 50
PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $40.27 1M 50
SAWFILER $40 20 1M 50
I SHINGLER $40.20 1M 50
STATIONARY POWER SAW OPERATOR $40.20 1M 50
STATIONARY WOODWORKING TOOLS $40.20 1M 50
CEMENT MASONS
I JOURNEY LEVEL $33 46 1N 50
DIVERS & TENDERS
DIVER $83 19 1M 50 8A
DIVER TENDER $39.51 1M 50
I DREDGE WORKERS
ASSISTANT ENGINEER $40 77 1T 50 8L
ASSISTANT MATE (DECKHAND) $40.28 1T 50 8L
BOATMEN $40 77 1T 50 8L
I ENGINEER WELDER $40 82 1T 50 8L
LEVERMAN, HYDRAULIC $42.34 1T 50 8L
MAINTENANCE $40.28 1T 50 8L
MATES $40 77 1T 50 8L
I OILER $40.40 1T 50 8L
DRYWALL TAPERS
JOURNEY LEVEL $40 29 1E 5P
ELECTRICIANS - INSIDE
I CABLE SPLICER $50.60 10 5A
CABLE SPLICER (TUNNEL) $54 40 10 5A
CERTIFIED WELDER $48 88 10 5A
CERTIFIED WELDER (TUNNEL) $52 50 10 5A
I CONSTRUCTION STOCK PERSON $26 72 10 5A
JOURNEY LEVEL $47.15 10 5A
JOURNEY LEVEL (TUNNEL) $50.60 10 5A
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ELECTRICIANS - POWERLlNE CONSTRUCTION
CABLE SPLICER
CERTIFIED LINE WELDER
GROUNDPERSON
H,EAD GROUNDPERSON
$52.38
$47 88
$34 87
$36 75
4A
4A
4A
4A
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111-20
5A
5A
5A
5A
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I (See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I HEAVY LINE EOUIPMENT OPERATOR $47.88 4A 5A
JACKHAMMER OPERATOR $36.75 4A 5A
JOURNEY LEVEL L1NEPERSON $47.88 4A 5A
I LINE EOUIPMENT OPERATOR $40.87 4A 5A
POLE SPRAYER $47.88 4A 5A
POWDERPERSON $36.75 4A 5A
ELECTRONIC TECHNICIANS
I ELECTRONIC TECHNICIANS JOURNEY LEVEL $12.07
ELEVATOR CONSTRUCTORS
MECHANIC $55.22 4A 60
MECHANIC IN CHARGE $60 60 4A 60
I FENCE ERECTORS
FENCE ERECTOR $13.80
FENCE LABORER $11 60
FLAGGERS
I JOURNEY LEVEL $28.78 1N 5D
GLAZIERS
JOURNEY LEVEL $41.15 1H 5G
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
I MECHANIC $43.68 1S 5J
HOD CARRIERS & MASON TENDERS
JOURNEY LEVEL $33.94 1N 5D
INLAND BOATMEN
I CAPTAIN $36 83 1K 5B
COOK $31.21 1K 5B
DECKHAND $30 58 1K 5B
ENGINEER/DECKHAND $33 25 1K 5B
I MATE, LAUNCH OPERATOR $34 87 1K 5B
INSULATION APPLICATORS
JOURNEY LEVEL $20.50
IRONWORKERS
I JOURNEY LEVEL $44.61 10 5A
LABORERS
ASP HAL T RAKER $33.94 1N 5D
BALLAST REGULATOR MACHINE $33.46 1N 5D
I BATCH WEIGHMAN $28 78 1N 5D
BRUSH CUTTER $33 46 1N 5D
BRUSH HOG FEEDER $33 46 1N 5D
BURNERS $33.46 1N 5D
I CARPENTER TENDER $33.46 1N 5D
CASSION WORKER $34.30 1N 5D
CEMENT DUMPER/PAVING $33.94 1N 5D
CEMENT FINISHER TENDER $33 46 1N 5D
I CHANGE-HOUSE MAN OR DRY SHACKMAN $33 46 1N 5D
CHIPPING GUN (OVER 30 LBS) $33 94 1N 5D
CHIPPING GUN (UNDER 30 LBS) $33.46 1N 5D
CHOKER SETTER $33 46 1N 5D
I CHUCK TENDER $33 46 1N 5D
CLEAN-UP LABORER $33.46 1N 5D
CONCRETE DUMPER/CHUTE OPERATOR $33.94 1N 5D
CONCRETE FORM STRIPPER $33 46 1N 5D
I CONCRETE SAW OPERATOR $33.94 1N 5D
CRUSHER FEEDER $28 78 1N 5D
CURING LABORER $33.46 1N 5D
DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED $33 46 1N 5D
I DITCH DIGGER $33.46 1N 5D
DIVER $34 30 1N 5D
DRILL OPERATOR (HYDRAULIC, DIAMOND) $33 94 1N 5D
I DRILL OPERATOR, AIRTRAC $34 30 1N 5D
I Page 21
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Effective 03-03-06
*****************************************************************************************************************
(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I OUMPMAN $33.46 1N 50
EPOXY TECHNICIAN $33.46 1N 50
EROSION CONTROL WORKER $33.46 1N 50
FALLER/BUCKER, CHAIN SAW $33.94 1N 50
I FINAL DETAIL CLEANUP (Le., dusting, vacuuming, window cleaning; NOT $26 46 1N 50
construction debris cleanup)
FINE GRADERS $33 46 1N 50
FIRE WATCH $28.78 1N 50
I FORM SETTER $33 46 1N 50
GABION BASKET BUILDER $33.46 1N 50
GENERAL LABORER $33 46 1N 50
I GRADE CHECKER & TRANSIT PERSON $33.94 1N 50
GRINDERS $33.46 1N 50
GROUT MACHINE TENDER $33.46 1N 50
GUARDRAIL ERECTOR $33.46 1N 50
I HAZARDOUS WASTE WORKER LEVEL A $34.30 1N 50
HAZARDOUS WASTE WORKER LEVEL B $33.94 1N 50
HAZARDOUS WASTE WORKER LEVEL C $33 46 1N 50
HIGH SCALER $34.30 1N 50
I HOD CARRIER/MORTARMAN $33.94 1N 50
JACKHAMMER $33 94 1N 50
LASER BEAM OPERATOR $33 94 1N 50
MANHOLE BUILOER-MUOMAN $33 94 1N 50
I MATERIAL YARDMAN $33 46 1N 50
MINER $34.30 1N 50
NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $33.94 1N 50
PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST,
I GUNITE, SHOTCRETE, WATER BLASTER
PAVEMENT BREAKER $33 94 1N 50
PILOT CAR $28.78 1N 50
PIPE POT TENDER $33.94 1N 50
I PIPE RELlNER (NOT INSERT TYPE) $33 94 1N 50
PIPELA YER & CAULKER $33 94 1N 50
PIPELAYER & CAULKER (LEAD) $34.30 1N 50
PIPE WRAP P ER $33 94 1N 50
I POT TENDER $33.46 1N 50
POWOERMAN $34.30 1N 50
POWOERMAN HELPER $33 46 1N 5D
POWERJACKS $33 94 1N 50
I RAILROAD SPIKE PULLER (POWER) $33 94 1N 50
RE-TIMBERMAN $34 30 1N 50
RIPRAP MAN $33 46 1N 50
ROOOER $33.94 1N 5D
I SCAFFOLD ERECTOR $33 46 1N 50
SCALE PERSON $33.46 1N 50
SIGNALMAN $33 46 1N 50
SLOPER (OVER 20") $33 94 1N 50
I SLOPER SPRA YMAN $33.46 1N 50
SPREADER (CLARY POWER OR SIMILAR TYPES) $33 94 1N 50
SPREADER (CONCRETE) $33 94 1N 50
STAKE HOPPER $33 46 1N 50
I STOCKPILER $33 46 1N 50
TAMPER & SIMILAR ELECTRIC, AIR & GAS $33 94 1N 50
TAMPER (MULTIPLE & SELF PROPELLED) $33 94 1N 5D
TOOLROOM MAN (AT JOB SITE) $33 46 1N 50
I TOPPER-TAILER $33.46 1N 50
TRACK LABORER $33 46 1N 50
TRACK LINER (POWER) $33.94 1N 50
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I CLALLAM COUNTY
Effective 03-03-06
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(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I TRUCK SPOTTER $33.46 1N SD
TUGGER OPERATOR $33.94 1N SD
VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $33 46 1N SD
VIBRATOR $33.94 1N SD
I VINYL SEAMER $33.46 1N SD
WELDER $33.46 1N SD
WELL-POINT LABORER $33.94 1N SD
LANDSCAPE CONSTRUCTION
I IRRIGATION OR LAWN SPRINKLER INSTALLERS $11 42
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $781
LANDSCAPING OR PLANTING LABORERS $793
LATHERS
I JOURNEY LEVEL $40.22 1M SD
PAINTERS
JOURNEY LEVEL $32.63 2B SA
PLASTERERS
I JOURNEY LEVEL $2S.83
PLUMBERS & PIPE FITTERS
JOURNEY LEVEL $S3 39 1G SA
POWER EQUIPMENT OPERATORS
I ASSISTANT ENGINEERS $38 42 1T SD 8L
BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $4112 1T SD 8L
BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $41 S9 1T SD 8L
BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $42 13 1T SD 8L
I BACKHOES, (7S HP & UNDER) $40 71 1T SD 8L
BACKHOES, (OVER 7S HP) $41 12 1T SD 8L
BARRIER MACHINE (ZIPPER) $41 12 1T SD 8L
BATCH PLANT OPERATOR, CONCRETE $41 12 1T SD 8L
I BELT LOADERS (ELEVATING TYPE) $40 71 1T SD 8L
BOBCAT (SKID STEER) $38 42 1T SD 8L
BROOMS $38 42 1T SD 8L
BUMP CUTTER $41.12 1T SD 8L
I CABLEWAYS $41.S9 1T SD 8L
CHIPPER $41.12 1T SD 8L
COMPRESSORS $38 42 1T SD 8L
CONCRETE FINISH MACHINE - LASER SCREED $38.42 1T SD 8L
I CONCRETE PUMPS $40 71 1T SD 8L
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $41 12 1T SD 8L
CONVEYORS $40 71 1T 5D 8L
CRANES, THRU 19 TONS, WITH ATTACHMENTS $40.71 1T 5D 8L
I CRANES, 20 - 44 TONS, WITH ATTACHMENTS $41 12 1T 5D 8L
CRANES, 45 TONS - 99 TONS, UNDER 1S0 FT OF BOOM (INCLUDING $41.59 1T SD 8L
JIB WITH ATACHMENTS)
CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $4213 1T 5D 8L
I WITH ATTACHMENTS)
CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $42 68 1T 5D 8L
WITH ATTACHMENTS)
CRANES, A-FRAME, 10 TON AND UNDER $38.42 1T SD 8L
I CRANES, A-FRAME, OVER 10 TON $40.71 1T SD 8L
CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $43.22 1T SD 8L
ATTACHMENTS
CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $41.12 1T SD 8L
I CRANES, OVERHEAD, BRIDGE TYPE ( 4S - 99 TONS) $41 S9 1T 5D 8L
CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $42 13 1T SD 8L
CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $42 13 1T 5D 8L
CRANES, TOWER CRANE OVER 17S'IN HEIGHT, BASE TO BOOM $42.68 1T SD 8L
I CRUSHERS $41 12 1T 5D 8L
DECK ENGINEER/DECK WINCHES (POWER) $4112 1T 5D 8L
DERRICK, BUILDING $41 59 1T SD 8L
I Page 23
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Effective 03-03-06
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(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I DOZERS, 0-9 & UNDER $40.71 1T 50 8L
DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $40.71 1T 50 8L
DRILLING MACHINE $41.12 1T 50 8L
ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $38.42 1T 50 8L
I EQUIPMENT SERVICE ENGINEER (OILER) $40.71 1T 50 8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $41.12 1T 50 8L
FORK LIFTS, (3000 LBS AND OVER) $4071 1T 50 8L
I FORK LIFTS, (UNDER 3000 LBS) $38 42 1T 50 8L
GRADE ENGINEER $40.71 1T 50 8L
GRADECHECKER AND ST AKEMAN $38 42 1T 50 8L
GUARDRAIL PUNCH $41 12 1T 50 8L
I HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $40 71 1T 50 8L
HORIZONTAUDIRECTIONAL DRILL LOCATOR $40.71 1T 50 8L
HORIZONTAUDIRECTIONAL DRILL OPERATOR $41.12 1T 50 8L
HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $38 42 1T 50 8L
I HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $40.71 1T 50 8L
LOADERS, OVERHEAD (6 YO UP TO 8 YO) $41.59 1T 50 8L
LOADERS, OVERHEAD (8 YD & OVER) $42.13 1T 50 8L
LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $41.12 1T 50 8L
I LOCOMOTIVES, ALL $41.12 1T 50 8L
MECHANICS, ALL $41 59 1T 50 8L
MIXERS, ASPHALT PLANT $41.12 1T 50 8L
MOTOR PATROL GRADER (FINISHING) $41.12 1T 50 8L
I MOTOR PATROL GRADER (NON-FINISHING) $40 71 1T 50 8L
MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $41.59 1T 50 8L
OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $38.42 1T 50 8L
OPERATOR
I PAVEMENT BREAKER $38 42 1T 50 8L
PILEDRIVER (OTHER THAN CRANE MOUNT) $41.12 1T 50 8L
PLANT OILER (ASPHALT, CRUSHER) $40 71 1T 50 8L
POSTHOLE DIGGER, MECHANICAL $38 42 1T 50 8L
I POWER PLANT $38 42 1T 50 8L
PUMPS, WATER $38 42 1T 50 8L
QUAD 9, 0-10, AND HD-41 $41.59 1T 50 8L
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $41 59 1T 50 8L
I EQUIP
RIGGER AND BELLMAN $38 42 1T 50 8L
ROLLAGON $41 59 1T 50 8L
ROLLER, OTHER THAN PLANT ROAD MIX $38 42 1T 50 8L
I ROLLERS, PLANTMIX OR MULTILlFT MATERIALS $40.71 1T 50 8L
ROTO-MILL, ROTO-GRINDER $41.12 1T 50 8L
SAWS, CONCRETE $40.71 1T 50 8L
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $41.12 1T 50 8L
I OFF-ROAD EQUIPMENT ( UNDER 45 YO)
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $41 59 1T 50 8L
OFF-ROAD EQUIPMENT (45 YO AND OVER)
SCRAPERS, CONCRETE AND CARRY ALL $40.71 1T 50 8L
I SCREED MAN $41.12 1T 50 8L
SHOTCRETE GUNITE $38.42 1T 50 8L
SLlPFORM PAVERS $41.59 1T 50 8L
SPREADER, TOPSIDE OPERATOR - BLAW KNOX $41.12 1T 50 8L
I SUBGRADE TRIMMER $41 12 1T 50 8L
TOWER BUCKET ELEVATORS $40 71 1T 50 8L
TRACTORS, (75 HP & UNDER) $40 71 1T 50 8L
TRACTORS, (OVER 75 HP) $41.12 1T 50 8L
I TRANSFER MATERIAL SERVICE MACHINE $41.12 1T 50 8L
TRANSPORTERS, ALL TRACK OR TRUCK TYPE $41 59 1T 50 8L
TRENCHING MACHINES $40 71 1T 50 8L
I Page 24
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I CLALLAM COUNTY
Effective 03-03-06
**************************************************************************************************************
(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I TRUCK CRANE OILER/DRIVER (UNDER 100 TON) $40.71 1T 5D 8L
TRUCK CRANE OILER/DRIVER (100 TON & OVER) $41.12 1T 5D 8L
TRUCK MOUNT PORTABLE CONVEYER $41.12 1T 5D 8L
WHEEL TRACTORS, FARMALL TYPE $38.42 1T 5D 8L
I YO YO PAY DOZER $41.12 1T 5D 8L
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $34.75 4A 5A
SPRAY PERSON $33.00 4A 5A
I TREE EQUIPMENT OPERATOR $33.43 4A 5A
TREE TRIMMER $31.10 4A 5A
TREE TRIMMER GROUNDPERSON $23.43 4A 5A
REFRIGERATION & AIR CONDITIONING MECHANICS
I MECHANIC $27.68
ROOFERS
JOURNEY LEVEL $34.53 1R 5A
USING IRRITABLE BITUMINOUS MATERIALS $37.53 1R 5A
I SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP) $48.22 1E 6L
SOFT FLOOR LAYERS
JOURNEY LEVEL $33.04 1B 5A
I SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL $10.31 1B 50
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL $1967
I SURVEYORS
CHAIN PERSON $9.35
INSTRUMENT PERSON $11.40
PARTY CHIEF $13.40
I TELECOMMUNICATION TECHNICIANS
TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $28.24 10 5A
TELEPHONE LINE CONSTRUCTION - OUTSIDE
CABLE SPLICER $28.92 2B 5A
I HOLE DIGGER/GROUND PERSON $1622 2B 5A
INSTALLER (REPAIRER) $27.74 2B 5A
JOURNEY LEVEL TELEPHONE L1NEPERSON $26.90 2B 5A
SPECIAL APPARATUS INSTALLER I $28.92 2B 5A
I SPECIAL APPARATUS INSTALLER II $28.34 2B 5A
TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.92 2B 5A
TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.90 28 5A
TELEVISION GROUND PERSON $15.39 2B 5A
I TELEVISION L1NEPERSON/INSTALLER $20 45 2B 5A
TELEVISION SYSTEM TECHNICIAN $24 32 2B 5A
TELEVISION TECHNICIAN $21 88 28 5A
TREE TRIMMER $26 90 2B 5A
I TERRAZZO WORKERS & TILE SETTERS
JOURNEY LEVEL $38.43 1B 5A
TILE, MARBLE & TERRAZZO FINISHERS
FINISHER $32.26 18 5A
I TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $33 40 1K 5A
TRUCK DRIVERS
ASP HAL T MIX ( TO 16 YARDS) $37.94 1T 5D 8L
I ASPHALT MIX (OVER 16 YARDS) $38.52 1T 5D 8L
DUMP TRUCK $20.23 1
DUMP TRUCK & TRAILER $20 23 1
OTHER TRUCKS $38 52 1T 5D 8L
I TRANSIT MIXER $23 73 1
WELL DRILLERS & IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER $11 60
I Page 25
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CLALLAM COUNTY
Effective 03-03-06
**************************************************************************************************************
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PREVAILING
WAGE
(See Benefit Code Key)
Over
Time Holiday
Code Code
Note
Code
Classlficallon
OILER
WELL DRILLER
1 1
$945$11.60
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OVERTIME CODES
OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER.
ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING
RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY
PROVIDED FOR THE WORKER.
1.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A.
ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE
AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE.
C
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND
THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE.
D
THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A
FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT
DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
E.
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND
THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL
HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
F.
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND
THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL
BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL
BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE
G
THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED
ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE
AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN
(10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS
AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
H.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO
INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND
ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH
SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
J
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND
ALL HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL OTHER OVERTIME HOURS OVER TEN (10) HOURS ON THE FIRST TWO (2) HOURS
AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS
ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL
OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
MONDAY THROUGH FRIDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY
RATE OF WAGE
K
ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE
L
ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY
AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE
M.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO
INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
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BENEFIT CODE KEY - EFFECTIVE 03-03-06
THE HOURLY RATE OF WAGE
N.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND
ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
O.
ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY
THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
P.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID
AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
1.
Q.
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND
UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES
THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY
MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS
(EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL
HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE.
R.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY
RATE OF WAGE.
S.
THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS'MONDAY THROUGH FRIDAY AND
THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL
BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL
BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE.
T.
ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND
ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY
TO 600AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
U.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR
DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON
LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE.
V. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY
AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE
W ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID
AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE
2.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK
SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY
RATE OF WAGE
B.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE.
C.
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE
D.
ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE HOURLY RATE OF WAGE THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS
SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED IN
EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
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BENEFIT CODE KEY - EFFECTIVE 03-03-06
HOURLY RATE OF WAGE
E.
ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT
ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS
OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
F.
THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY
RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT
(8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
G.
ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY.
H.
ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE.
I.
ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT
ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS
AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
J.
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF
WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES
THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID
HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE
IN ADDITION TO THE HOLIDAY PAY.
2. ~
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M
ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE HOURLY RATE OF WAGE
O.
P
THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY
AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE.
A
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER
WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON
SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
HOLIDAY CODES
A.
HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7)
B. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND
CHRISTMAS DAY (8).
C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8)
D. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS
DAY (8)
E HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,
PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND
CHRISTMAS DAY (8).
F HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY, MEMORIAL
DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY
AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11)
G
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
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BENEFIT CODE KEY - EFFECTIVE 03-03-06
THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7).
H.
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE
DAY AFTER THANKSGIVING DAY', AND CHRISTMAS (6).
I.
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
J.
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY,
FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7)
N.
HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND
CHRISTMAS DAY (9).
P
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND
CHRISTMAS DAY (9).
a.
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
R
PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS
DAY, AND CHRISTMAS DAY (71/2).
S
PAID HOLIDAYS' NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7).
T
PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE
DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS
DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (10).
PAID HOLIDAYS: SIX (6) PAID HOLIDAYS.
PAID HOLIDAYS: NINE (9) PAID HOLIDAYS.
HOLIDAYS AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY.
AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING
HOLIDAY (8)
Y.
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING
DAY, AND CHRISTMAS DAY (8)
z.
HOLIDAYS' NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8)
PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY
(8).
B
PAID HOLIDAYS' NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE
DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS
EVE'S DAY, AND CHRISTMAS DAY (9)
C
HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE
CHRISTMAS DAY, AND CHRISTMAS DAY (9).
D.
PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE
DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9).
F.
PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENTS' DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE
DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11).
I.
PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7)
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BENEFIT CODE KEY - EFFECTIVE 03-03-06
L.
HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, lABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE lAST WORKING DAY
BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8)
PAID HOLIDAYS' NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, lABOR DAY,
VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND
CHRISTMAS DAY (8). UNPAID HOLIDAY. PRESIDENTS' DAY.
T.
PAID HOLIDAYS. NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE
DAY, lABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE
lAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9).
U
HOLIDAYS' NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY,
INDEPENDENCE DAY, lABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER
THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9).
V
PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, lABOR DAY,
THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY,
CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9).
W.
PAID HOLIDAYS. NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, lABOR DAY, THANKSGIVING DAY, DAY AFTER
THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10).
x
PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY,
PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, lABOR DAY, THANKSGIVING
DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER
CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11)
NOTE CODES
A
THE STANDBY RATE OF PAY FOR DIVERS SHAll BE ONE-HALF TIMES THE DIVERS RATE OF PAY.
IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOllOWING DEPTH PREMIUMS
APPLY TO DEPTHS OF FIFTY FEET OR MORE:
OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 175' - $2 25 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET
OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO lESS THAN THE
SCALE LISTED FOR 250 FEET
C.
THE STANDBY RATE OF PAY FOR DIVERS SHAll BE ONE-HALF TIMES THE DIVERS RATE OF
PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOllOWING DEPTH
PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE
OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 150' - $1 50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200' - DIVERS MAY NAME THEIR OWN PRICE
D
WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL
$1 00 PER HOUR
l WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOllOWS -
lEVEL A: $0 75, lEVEL B: $0 50, AND lEVEL C: $0 25
M.
WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOllOWS
lEVELS A & B $1.00, lEVELS C & D $0.50
N.
WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOllOWS -
lEVEL A $1.00, lEVEL B: $0.75, lEVEL C $050, AND lEVEL D' $0.25.
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Attachment B
Request for Information Form
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REQUEST FOR INFORMATION (RFI) FORM
PROJECT NAME: CEDAR STREET RETAINING WALL REPAIR
PROJECT/CONTRACT NUMBER: 05-22
ORIGINATOR: Owner
ITEM:
REFERENCE DRAWING OR SPECIFICATION:
DESCRIPTION OF CLARIFICATION/REQUEST:
Contractor
DATE REPLY REQUESTED:
CRITICAL TO SCHEDULE' YES
NO
ORIGINATOR SIGNATURE:
DATE:
COMMENTS.
RFI Number'
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Attachment C
Contract Change Order
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CONTRACT CHANGE ORDER (CCO) NO.
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Project Name: CEDAR STREET RETAINING WALL REPAIR
Date
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Contractor
Project No. 05-22
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DESCRIPTION OF WORK
You are ordered to perform the following described work upon receipt of an approved copy of this Change
Order:
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1. Describe work here
2. Additional work, etc....
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Such work will be compensated by: check one or more of the following as applicable [ ] Increase or [
Decrease in bid items; [ ] Force Account; [ ] Negotiated Price: The descnbed work affects the existing
contract items and/or adds and/or deletes bid items as follows:
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Item DescriptJon
No
RFI#
Qty.
Unit
$ Cost Per Unit $ Cost
Ong.
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Rev
2
Ong
Rev.
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ORIGINAL CURRENT EST. NET CHANGE TOTAL CHANGE ORDERS, EST. CONTRACT AFTER
CONTRACT CONTRACT THIS CHANGE ORDER INCLUDING THIS ONE THIS CHANGE ORDER
* * * * *
DAYS: XX DAYS:YY DAYS: ZZ DAYS: XX+ZZ-YY DAYS' YY+ZZ
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* Amount with applicable sales tax included
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All work, matenals and measurements to be In accordance With the provisions of the onglnal contract and/or the standard specifications
and special prOVIsions for the type of construction Involved The payments and/or addlllonalllme specified and agreed to In thiS order
include every claim by the Contractor for any extra payment or extension of time With respect to the work descnbed herein, including
delays to the overall project.
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J,,'!?w' ',.;;..
::AI?PROVE8 B~:
f' ,Y:., '
,~ f < 3'~Y}< fjJ~'W{ ?
.,' S(GNA~UiRg:;;. "
{A({(k)Aj]:E~~(':~; .'
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PROJECT ENGINEER
CITY ENGINEER
CONTRACTOR
PUBLIC WORKS & UTILITIES DIRECTOR
CITY MANAGER
CITY COUNCIL APPROVAL DATE
,'0 '&"
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Attachment D
Contractor's Application for Payment
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CONTRACTOR'S APPLICATION FOR PAYMENT
CEDAR STREET RETAINING WALL REPAIR, PROJECT NO. 05-22
Page 1 of 2
TO: City of Port Angeles DATE:
Public Works & Utilities Department
P.O. Box 1150
Port Angeles. W A 98362
FROM: PAYMENT REQUEST NO.
PERIOD From: to [end of period]:
STATEMENT OF CONTRACT ACCOUNT
1 Original Contract Amount [Excluding Sales Tax] $
2 Approved Change Order No(s). [Excluding Sales Tax] $
3 Adjusted Contract Amount (1 +2) $
4 Value of Work Completed to Date [per attached breakdown] $
5 Material Stored on Site [per attached breakdown] $
6 Subtotal (4+5) $
7 8.3% Sales Tax [at 8.3% of subtotal], As Applicable $
8 Less Amount Retained [at 5% of subtotal] $
9 Subtotal (6+7-8) $
10 Total Previously Paid [Deduction] $
11 AMOUNT DUE THIS REQUEST (9-10) $
WAIVER OF CLAIMS FOR EXTRA COST OR TIME: The undersigned Applicant waives
and releases, up through the date hereof, any and all claims for costs or item extensions
arising out of or relating to extra or changed work or delays or acceleration not specifically
identified and reserved in the amounts identified below or previously acknowledged in
writing by the City of Port Angeles.
CERTIFICATE OF THE CONTRACTOR: I hereby certify that the work performed and the
materials supplied through the ending period date noted above represent the actual value
of accomplishment under the terms of the contract (and all authorized changes) between
the Applicant and the City of Port Angeles, relating to the above referenced project, and
that the remaining contract balance is sufficient to cover all costs of completing the work in
accordance with the contract documents.
Continued on Page 2
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CONTRACTOR'S APPLICATION FOR PAYMENT
Page 2 of 2
I also certify that all lower-tier payments, less applicable retention, have been made by the
Applicant for the periods covered by previous payment(s) received by the Applicant to (1) all lower-
tier subcontractors/ suppliers, and (2) for all materials, equipment and labor used or in connection
with the performance of this contract. I further certify that I have complied with all federal, state
and local tax laws, including Social Security laws and Unemployment Compensation laws and
Workmen's Compensation laws, insofar as applicable to the performance of this work, and have
paid all such taxes, premiums and/or assessments arising out of the performance of the work.
I further certify that, to the best of my knowledge, information and belief, all work for which previous
payment(s) have been received shall be free and clear of liens, claims, security interests and
encumbrances in favor of the Contractor, subcontractors, material suppliers, or other persons or
entities making a claim by reason of having provided labor, materials and equipment relating to the
work.
Within seven (7) days of receipt of the payment requested herein, all payments, less applicable
retention, will be made through the period covered by this pay request to all my lower-tier
subcontractors/suppliers and for all materials, equipment, labor, taxes and assessments arising out
of the performance of all said lower-tire work.
DATED:
CONTRACTOR:
SIGNATURE:
PRINTED NAME AND TITLE:
SUBSCRIBED AND SWORN to before me this
day of
,20_.
Notary Public in and for the State of
residing at
My appointment expires
APPROVAL:
Project Manager
Date
City Engineer
Date
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Attachment E
Construction Plans
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THE CITY OF PORT ANGE'LES, WASHINGTON
CEDAR STREET RETAINING WALL REPAIR PROJECT No. 05-22
FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM AERIAL
PHOTOGRAPHS, AND LIMITED FIELD INFORMATION SUPPLIED BY THE CITY OF
PORT ANGELES. MILBOR-PITA & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR
THE ACCURACY OF THIS INFORMATION AND DOES NOT REPRESENT THIS PLAN AS
SURVEYED FIELD DATA. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, AND
DIMENSIONS PRIOR TO 'CONSTRUCTION.
Call 3 Working Days Milbor-Pita & Associates, Inc.
Before ~ou DlG! GeotechnIcal Be Tunnel Consultants
'. 17270 Woodinville-Redmond Rd NE ph: 425-486-6561
..~ Suite '703 fox: 425-488-2660
1>:;3 Woodinville, WA 98072 www.milbor-ita.com
1 - 800- 424- 5555 Drawn &f: EI NELSON cnrPi'Tl;p.E., P.G. Dat.,
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2004 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION, THE CURRENT EDITION OF THE WSDOT/APWA STANDARD PlANS, THE CURRENT CllY OF PORT ANGELES CONSTRUCTION STANDARDS,
AND THE SPECIAL PROVISIONS INCLUDED IN THE PROJECT MANUAL.
2. TEMPORARY WATER POLLUTION 1 EROSION CONTROL MEASURES ARE REQUIRED AND SHALL COMPLY WITH THE CITY OF PORT ANGELES CLEARING
AND GRADING ORDINANCE AND WSDOT STANDARD SPECIFICATION SECTION 1-07.15. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER
THE DRAINAGE SYSTEM, OR VIOLATE APPLICABLE WATER STANDARDS. THE EROSION CONTROL FACILITIES SHOWN ON THIS PlAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS, DURING CONSTRUCTION THE FACILlITES SHALL BE UPGRADED, MAINTAINED OR REPLACED AS
NEEDED.
3. A PRECONSTRUCTlON MEETING SHALL BE HELD WITH THE CllY PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION.
5. CONTRACTOR SHALL FIELD LOCATE EXISTING PROPERlY LINES ADJACENT TO THE WORK AREA. NOTIFY CllY ENGINEER IN THE EVENT THE PROPOSED
WORK MAY ENCROACH ON PRIVATE PROPERlY, PRIOR TO BEGINNING WORK.
6. STATIONING SHOWN ON THE PLANS IS BASED ON THE START OF THE WALL AT STA. 5+00. THE STATIONING OF IMPROVEMENTS IS APPROXIMATE,
AND FIELD ADJUSTMENT MAY BE REQUIRED.
7. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES IN THE PROJECT VlCINllY. ALL DAMAGE TO UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. VERIFY ALL UTILITY LOCATIONS BY CAlliNG UNDERGROUND
LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
8. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CITY ENGINEER IN ACCORDANCE WITH THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SUBMIT PLAN MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION.
9. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AT THE CONSTRUCTION SITE AT ALL TIMES.
10. CONSTRUCTION WORK SHALL BE RESTRICTED TO BETWEEN 7 A.M. AND 6 P.M., WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
CllY ENGINEER.
CONSTRUCTION NOTES: SEE ALSO RETAINING WALL NOTES, SHEET 6.
1. CONCRETE WALK - CONCRETE SIDEWALK AND RAMPS SHALL CONFORM TO WSDOT/APWA STANDARD PLAN F-3, F-3a, F-3b, AND F-3d.
2. CEMENT CONCRETE DOWELLED SIDEWALK - DOWELLED SIDEWALK SHALL CONFORM TO DETAIL (SHEET 8) AND BE CONSTRUCTED PER WSDOT STD.
SPEC 8-04.
3. CHAIN LINK FENCE - CHAIN LINK FENCE SHALL CONFORM TO WSDOTjAPWA STANDARD PLAN L-2.
4. CROSSWALK MARKINGS - CROSSWALK PAVEMENT MARKINGS SHALL CONFORM TO WSDOT 1 APWA STANDARD PlAN M-15.10-00.
5. ROCK WALL - ROCK WALL SHALL BE CONSTRUCTED PER WSDOT STD SPEC 8-24 USING ONE- AND TWO- MAN ROCKS AT LOCATIONS SHOWN ON
PlANS.
6. EROSION CONTROL BLANKET - ALL SOIL SURFACES THAT ARE FINISH GRADED AT A SLOPE OF 4H:1V OR STEEPER SHALL BE STAKED WITH A
STRAW EROSION CONTROL BlANKET, NORTH AMERICAN GREEN S 150, OR APPROVED EQUIVALENT.
7. PLANTINGS - REPLANT EXISTING SLOPE ABOVE THE RETAINING WALL WITH ROSA RUGOSA OR ROSA NUTKANA, OR A COMBINATION OF THE TWO.
PLANTS SHALL BE ONE-GALLON POTS, PlANTED AT 5' ON-CENTER IN TRIANGULAR SPACING. INSTALL PLANTS AFTER PLACEMENT OF THE EROSION
CONTROL BLANKET. PROVIDE WATER, FERTILIZER AND MULCH AS NECESSARY TO ENSURE PLANT HEALTH.
8. RESTORATION & SEEDING - ALL GROUND SURFACES DISTURBED BY CONSTRUCTION SHALL BE RESTORED WITH
TOPSOIL, SEED, FERTILIZER AND STRAW UNLESS NOTED OTHERWISE. IN AREAS TO BE SEEDED REMOVE ALL WOODY
MATERIAL, DEBRIS, ROOTS, CONCRETE AND STONES LARGER THAN 1-1/2" DIAMETER. FILL LOW AREAS WITH TOPSOIL
TYPE A -AS REQUIRED TO- BRING -GROUND SURFACE UP TO THE LEVEL OF THE ADJACENT CONCRETE WALK.
REGRADE TO PROVIDE A SMOOTH TRANSITION BETWEEN THE EDGE OF THE WALK AND THE EXISTING GROUND.
APPLY GRASS SEED AND FERTILIZER PER SPECIAL PROVISIONS. COVER SEEDED AREAS WITH 2" THICKNESS OF STRAW.
! ---
~~
SITE: CEDAR STREET
'. BETWEEN WEST 6TH STREET
0'-- - . E).MARINE DRIVE
-v'
~
VICINITY MAP - CITY OF PORT ANGELES
LEGEND
NOT TO SCALE
CL CENTERLINE
<ID FILTER FABRIC UNDER GRATE
SHEET INDEX
-x
x-
1 COVER SHEET: VICINITY MAP, NOTES AND SHEET INDEX
2 PLAN - STATION 0+00 TO 5+00
3 PLAN - STATION 5+00 TO 8+00
4 PLAN - STATION 8+00 TO 13+00
5 RETAINING WALL ELEVATION AND REPAIR SCHEDULE
6 RETAINING WALL CONSTRUCTION NOTES AND EXISTING
CONDITIONS PHOTOGRAPHS
7 CONSTRUCTION DETAILS
8 CONSTRUCTION DETAILS
9 DETOUR PLAN
10 REFERENCE DETAILS FROM 1975 CONSTRUCTION
11 REFERENCE DETAILS FROM 1975 CONSTRUCTION
NOTE:
-
DO NOT SCALE DRAWIN'
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
1 OF 11
COVER SHEET - VICINITY MAP,
NOTES AND SHEET INDEX
Pro~ No. MP 1506
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"- --'. SO --'-- - -I
17270 Woodinville-Redmond Rd NE ph: 425-486-6561 ., W II R .
.:~~ Suite #703 fox: 4?5-48~-2660 Retaining a epalr
~ Woodinville, WA 98072 www.milbor-.to.com.tN05_22IproJectNO.MP1506 I 2 OF 11
D=(} Drown By: Chocked By: Date: Pro J e co.
1 - 800- 424- 5555 ' EI NELSON F' PITA, P.E., P.G
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EXISTING /STEEL BIN RETAI~ING IWALL
I SEE REPAIR SCHEDULE, SH, 5
,
~E R~FERENCE DETAILS, SH 10 AND 11
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DO NOT SCALE DRAWINC
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Call 3 Working Days
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Do:::)
1 - 800- 424- 5555
MP 1506
3 OF 11
Milbor-Pita & Associates, Inc.
Geotechnical & Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite #703 fax: 425-488-2660
Woodinville, WA 98072 www.milbor-ita.com
Drown By: EI NELSON ClIfplrt" P.E.. P.G
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
PLAN - ST A 5+00 TO 8+00
REPAIR AREA
40
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1 - 800- 424- 5555
Milbor-Pita & Associates, Inc.
Geotechnical &: Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite #703 fox: 425-488-2660
Woodinville, WA 98072 www.milbor-ita.com
Drown By: ~ By: lloto:
EI NELSON F PITA. P,E.. P,G
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
DO NOT SCALE DRAWINC
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20
40
I
PLAN - ST A 8+00 TO 13+00
REPAIR AREA
Project No.
1" ::::
20'
SCALE:
MP 1506
4 OF 11
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RETAINING WALL REPAIR SCHEDULE
PANEL No. 26 25 24 I 23 22 21 20 19 18 17 16 15 14 13 12 11 10 I 9 8 7 6 5 4 3 2 1
TOTAL No. STRINGERS 6 9 12 15 19 21 23 22 22 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 3
No. OF STRINGERS TO DISPOSE (X) 6 6 15 13 16 9 3 2 2 2 8 8 5 4 2
I
I I 1 I
REMOJE UNLAJELED S~RINGERS
... . ... . ... .... .. AS R[pUIRED TO ACCESS
.. ,...... ... ,.... .... X ... ...... . ...... CORR~DED ST~INGERS I
. .,_.. .... ....... ... .... ............. ......... . ..................... .. . ...... . .. ........
M .. ..... ....1. ....... ....1......... l........x.. ...L .... ........1..... . ....I. . ..... ..j......... .! ..... , I. ...... I.. .. ... I
X X X X X X .
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.......... ... .. ....... ........ o. .. . ............... ......... . ... . ........................ ............ n. ......................... ...... ...... ...... .... . .. . . ... ... ......... .... ...:;,t.-r:..
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RETAINING WALL ELEVATION
x
CORRODED OR DAMAGED STRINGER TO BE
REMOVED AND DISPOSED
MISSING STRINGER - INSTALL RECONDmONED STRINGER
VERTICAL SCALE: NONE
HORIZONTAL SCALE: 1 ~ = 20'
M
Milbor-Pita & Associates, Inc.
Geotechnical Be Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite #703 fax: 425-488-2660
Woodinville, WA 98072 www.milbor-ita.com
Drawn By: Ch_ By: Date
EI NELSON F PITA. P.E.. P.G.
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
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TOP OF EXI TING WALL Z
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EXI,TING GRpUND A1 WALL
BO~OM OF EXISTIN~ WALL
STR INGERS BURIED) I
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DO NOT SCALE DRAWING
RETAINING WALL ELEVATION
AND REPAIR SCHEDULE
Project No. MP 1506
5 OF 11
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EXISTING WALL BACKFILL IN PANEL 9.
NOTE INTERMEDIATE SOLDIER PILE.
RETAINING WALL NOTES: (SEE SHEET 5)
1. THE SOIL FACE BEHIND THE STRINGERS SHALL NOT BE LEFT EXPOSED FOR AN EXTENDED PERIOD OF TIME. INSTALLATION AND BACKFlWNG
OF STRINGERS SHALL OCCUR IN A TIMELY MANNER TO MINIMIZE EXPOSURE OF THE SOIL FACE. NO MORE THAN HALF OF THE STRINGERS TO
BE REMOVED SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW STRINGERS.
2. STRINGERS LABELED 'X' - STRINGERS ARE CORRODED OR DAMAGED. REMOVE AND DISPOSE OF THESE STRINGERS.
3. UNLABELED STRINGERS - ALL REMAINING STRINGERS WITHIN THE "LIMIT OF STRINGER REMOVAL" SHALL BE REMOVED AND RECONDITIONED,
EXCEPT PER NOTE 5 BELOW. STRINGERS TO BE REUSED SHALL BE PROTECTED FROM DAMAGE.
THE CITY ENGINEER MAY DETERMINE THAT SOME OF THE STRINGERS TO BE REUSED HAVE UNSEEN CORROSION OR DAMAGE. DISPOSE OF THESE
STRINGERS AS DIRECTED.
4. RECONDITIONING OF STRINGERS - USED STRINGERS TO BE REINSTALLED SHALL BE RECONDITIONED BY CLEANING BY POWER WASHING, AND
APPLICATION OF RUST CONVERTER AND ASPHALTIC COATING ON THE BACK SIDE. SEE SPECIAL PROVISIONS.
5. EXISTING WALL BACKFILL - TEST EXPLORATIONS SHOW THE EXISTING WALL BACKFILL IS PEA GRAVEL AND SILTY SAND. THIS MATERIAL WILL
"RUN" OUT OF OPENINGS IN THE WALL. UNTIL THE REMAINING FILL REACHES AN ANGLE OF REPOSE OF APPROX. 30 DEG. FROM HORIZONTAL
SEE PHOTOS.
THE "UMIT OF STRINGER REMOVAL" (SHOWN ON THE WALL ELEVATION, SHEET 5) IS BASED ON THE ASSUMPTION BACKFILL WILL RUN OUT FROM
BEHIND ADJACENT STRINGERS DURING REMOVAL OF STRINGERS DESIGNATED 'X'. THE UNLABELED STRINGERS WITHIN THE "UMIT OF STRINGER
REMOVAL" WILL UKELY REQUIRE REMOVAL IN ORDER TO ACCESS THE STRINGERS DESIGNATED 'X'.
IF CONTRACTOR CAN ACCOMPUSH REPLACEMENT OF 'X' STRINGERS WITHOUT DISTURBING EXISTING WALL BACKFILL BEHIND ADJACENT STRINGERS,
THEN UNLABELED STRINGERS DO NOT NEED TO BE REMOVED.
CONTRACTOR MAY TRY TO SHORE OR RESTRAIN "RUNNING" FILL FROM THE SIDE PANELS SO THAT THE TOTAL NUMBER OF STRINGERS REMOVED
IS REDUCED. HOWEVER, ALL VOIDS THAT DEVELOP BEHIND THE WALL MUST BE BACKFILLED TO THE SATISFACTION OF THE ENGINEER.
6. BOLT REMOVAL - TEST EXPLORATION IN APRIL 2005 SHOWED THE EXISTING BOLTS ON THE STRINGERS ARE CORRODED TOGETHER. DO NOT
TORCH CUT THE BOLTS ON STRINGERS THAT ARE TO BE REUSED (DAMAGE MAY OCCUR). MECHANICALLY CUT OR SNIP BOLTS INSTEAD.
, 7. INSTALLATION OF STRINGERS - NEW STRINGERS SHALL BE INSTALLED IN THE LOWERMOST POSITIONS WITHIN THE PANELS, DISTRIBUTED TO AN
EVEN ELEVATION ACROSS THE WALL RECONDITIONED STRINGERS SHALL BE REINSTALLED ABOVE THE NEW STRINGERS. THE FINISHED HEIGHT OF'
EACH PANEL AFTER RECONSTRUCTION SHALL BE TO THE TOP OF THE EXISTING VERTICAL COLUMNS.
8. STRINGERS LABELED 'M' - THESE STRINGERS ARE CURRENTLY MISSING. FILL THESE LOCTlONS WITH RECONDITIONED STRINGERS.
9. SURPLUS RECONDITIONED STRINGERS THAT ARE NOT REINSTALLED SHALL BE DELIVERED AND STOCKPILED AT THE CITY PUBLIC WORKS YARD
AT 1703 S. B STREET, PORT ANGELES.
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10. WALL STRINGERS - NEW STRINGERS SHALL BE BIN TYPE GALVANIZED STEEL STRINGERS, 9' 5" LONG (COLUMNS ARE 10' O.C.). STRINGER~
SHALL BE 16 GAGE, AND MATCH EXISTING STRINGERS IN SIZE, SHAPE AND GENERAL APPEARANCE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
THAT NEW STRINGERS ARE FULLY COMPATIBLE WITH THE EXISTING WALL SYSTEM, INCLUDING BOLTING PATTERNS.
11. STIFFENERS AND COLUMN CAPS - INSTALL A STRINGER STIFFENER ON THE TOP STRINGER OF ALL RECONSTRUCTED PANELS. EXISTING
STIFFENERS AND MAY BE REUSED IF UNDAMAGED AND UNCORRODED. INSTALL A NEW COLUMN CAP ON TOP OF COLUMNS WHERE MISSING.
12. BOLTS AND HARDWARE - ALL NUTS AND BOLTS SHALL BE NEW, GALVANIZED, WHETHER INSTALLED ON RECONDITIONED OR NEW STRINGERS.
CONNECTING CHANNELS MAY BE REUSED IF NOT CORRODED OR DAMAGED. OTHERWISE REPLACE CHANNELS WITH NEW.
13. WALL BACKFILL - WALL BACKFILL SHALL BE A COMBINATION OF EXPANDED POLYSTYRENE (EPS) GEOFOAM AND GRAVEL BACKFILL SEE
SPECIAL PROVISIONS FOR GRAVEL BACKFILL GRADATION.
BACKFILL SHALL BE INSTALLED IN UFTS OF NO MORE THAN 2 STRINGERS AT A TIME. EPS FOAM AND GRAVEL BACKFILL SHALL BE INSTALlED
TO FILL ALL VOIDS AND COMPACTED, PRIOR TO PROCEEDING WITH INSTALLING THE STRINGERS ABOVE.
EXPANDED POLYSTYRENE (EPS) FOAM BACKFILL SHALL BE TYPE 1 (1 LBICF NOMINAL DENSITY). EPS FOAM SHALL FILL APPROXIMATELY 90% OF
THE VOIDS BETWEEN THE STEEL FACING AND THE EXISTING SOIL FACE. EPS FOAM SHALL BE INSTALLED TIGHT AGAINST THE BACK OF THE
STRINGERS. EPS SHALL BE CUT INTO LARGEST SIZE BLOCKS AS ARE PRACTICAL FOR INSTALLATION. FOAM TRIMMINGS SHALL NOT BE USED FOR
BACKFILL. ALL REMAINING VOIDS SHALL BE BACKFILLED WITH GRAVEL BACKFILL
NOTE THE EXISTING SOLDIER PILES BEHIND THE WALL ARE LOCATED AT 5' O.C. CUT FOAM BACKFILL AS NEEDED TO FIT BETWEEN THE PILES.
14. WALL GRAVEL BACKFILL SHALL BE COMPACTED BY HAND TAMPING WITH A ROD AT NO GREATER THAN 18" UFTS. VIBRATING WITH A
CONCRETE STINGER MAY ALSO BE USED.
15. CONTRACTOR MAY REUSE ONLY THAT EXISTING WALL BACKFILL THAT IS; 1) GRANULAR, FREE DRAINING GRAVEL THAT CONTAINS MINIMAL
FINES (<5%), AND 2) ANGULAR AND OF A LARGE ENOUGH SIZE NOT TO RUN OUT OF GAPS IN THE WALL. SANDY AND SILTY BACKFILL MAY
NOT BE REUSED AND SHALL BE REMOVED FROM THE SITE. SUITABILITY OF EXISTING BACKFILL FOR REUSE SHALL BE DETERMINED BY THE CITY
ENGINEER.
16. CONTRACTOR SHALL REMOVE ALL VEGETATION FROM FACE OF WALL AND POWERWASH FACE TO REMOVE SEDIMENT AND SUME.
Milbor-Pita & Associates, Inc.
GeotechnIcal &: Tunnel Consultants
17270 Woodlnville-Redmond Rd HE ph: 425-486-6561
Suite '703 fox: 425-488-2660
Woodlnville, WA 98072 www.milbor-Ito.com
Drawn By: Chocked By: Date:
EI NELSON r PITA; P.E., P.G.
City of Porl Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
RETAINING WALL CONSTRUCTION
NOTES AND EXISTING
CONDITIONS PHOTOGRAPHS
Pro~ No. MP 1506
6 OF 11
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Brooe post
~ote or corn9r post
L r ne post
Full post
~1/4. PREMOLD ED JOINT FILLER
4' 2' MIN1
... 2"
/ NEW 4. PCC SIDEWALK
L REMOVE ALL ORGANIC MATERIAL AND
BACKFILL WITH CRUSHED SURFACING.
COMPACT SUBGRADE TO FIRM AND UNYIELDING.
Top roll
link: fabr-rc
tillIES:
1. PROVIDE JOINT AND FINISH DETAILS PER WSDOT STANDARD PLAN F -3.
2. PROVIDE RESTORATION AND SEEDING OF DISTURBED AREAS PER CONSTRUCTION NOTE 8 ON SHEET 1.
CHAIN LINK FENCE - WSDOT TYPE 6 (REF WSDOT STD PLAN L-2)
4' CEMENT CONCRETE WALK
NOT TO SCALE
NOT TO SCALE
lAIN. IAAX.
A 1 5/8" 2 3/8"
B 5/8" 1 1/2"
C 7/16" 3/4"
D 7/8" 1 7/16"
CURB, OR CURB
AND GUTIER
CEMENT CONCRETE
SIDEWALK RAMP TYPE 1 B
DETECTABLE
WARNING
PATTERN
(SEE DETAIL)
RADIUS POINT OF SIDEWALK RAMP
~R_
""' CO<IERU'J _____
~
TOP OF
ROADWAY
4' - 0" lAIN.
LANDING
CEMENT CONCRETE
SIDEWALK
6' - 0" lAIN.
RAMP 2' - 0"
TRUNCATED DOIAES ..
DETECTABLE WARNING PATTERN DETAIL
.. DETECTABLE WARNING PATTERNS MAY
BE CREATED BY ANY METHOD THAT WILL
ACHIEVE THE TRUNCATlED DOME DIMENSIONS
AND SPACING SHOWN.
VARIES N
3' - 0" TO "A"
N TYPE 2A
VARIES N 6' - 0" TO "8"
RAMP
VARIES N
2' - 6" TO "C"
N TYPE 2B
-0
~y SIDEWALK
3/8" EXPANSION
JOINT l1YP)
(SEE STD. PlAN t -3)
DETECTABLE WARNING
PATTERN (SEE DETAIL)
SECTION CD
· CURB AND GUTTER IS SHOWN, SEE THE CONTRACT
PLANS FOR THE CURB DESIGN SPECIFIED.
I CROsfwALK
PLAN VIEW
SIDEWALK RAMP lYPE 1 B
SECTION CD
DETECTABLE WARNING
PATTERN (SEE DETAIL)
-
SIDEWALK RAMP - WSDOT TYPE 18
3ft EXPANSION
tstT J:'~ F-3) LANDING
SECTION 0
SIDEWALK RAMP - WSDOT TYPE 28
PLAN VIE'"
SIDE~ALK RAMP TYPE 2B
LAYOUT
(REF WSDOT STD PLAN F-38)
NOT TO SCALE
NOT TO SCALE
DO NOT SCALE DRAWING
Milbor-Pita & Associates, Inc"
Geotechnical &: Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite '703 fax: 425-488-2660
Woadinville, WA 98072 www.milbor-ita.com
Drown By Checi(ed By Dote
EI NELSON r PITA, P.E., P.G.
City of' Porl Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No" 05-22
CONSTRUCTION DETAILS
PrOject No
MP 1506
7 OF 11
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#6 DOWEl @ 5' O.C. (6")
DRILL HOLES FILLED
WITH EPOXY GROUT
4.5'
6" 2%
------
2'.,Nl
NOTES:
1. PROVIDE JOINT AND FINISH DETAILS PER WSDOT STANDARD PLAN F-3.
2. PROVIDE RESTORATION AND SEEDING OF DISTURBED AREAS PER CONSTRUCTION NOTE 8 ON SHEET 1.
/ NEW 4" PeC CURB & WALK
L REMOVE ALL ORGANIC MATERIAL AND
BACKFILL WITH CRUSHED SURFACING.
COMPACT SUBGRADE TO FIRM AND UNYIELDING.
4.5' CEMENT CONCRETE DOWELLED SIDEWALK
NOT TO SCALE
l' WIDE FOR 4' SHOULDERS
2' WIDE FOR SHOULDERS OVER 4' WIDE
INSTALL CROSSWALK LINES IN
SHOULDER AREAS ONLY WHEN
ADJACENT TO A SIDEWALK OR
A SEPARATE WALKWAY (TYP)
CROSSWALK LINE
EDGE OF PAVEMENT, OR FACE OF
CURB (WITHOUT GUTTER), OR EDGE
OF GUTTER PAN (WHEN THERE IS
CURB & GUTTER) (TYP)
EDGE OF TRAVELED WAY
SHOULDER AREA
CL ROADWAY
I CL LANE
2 ~- ~
~ II II
I
5MAxr
(TYP)
CROSSWALK LAYOUT (REF WSDOT STD PLAN M-15.10-00)
NOT TO SCALE
LANE
LANE
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EDGE OF TRAVELED WAY
SHOULDER AREA
CUT/TRIM FOAM BLOCKS
TO FIT AROUND EXISTING
STEEL MEMBERS
NO FILL WITHIN STRINGERS
REQUIRED AT FOAM BLOCKS
GRADE LOW POINT
l 2' OFF FACE OF WALL
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AND SEED
NEW CONC WALK
II
SOLDIER
BEAMS
WALL SECTION REPAIR
NOT TO SCALE
Milbor-Pita & Associates, Inc.
Geotechnical Be Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite 1703 fax: 425-488-2660
Woodinville, WA 98072 www.milbor-ita.com
Drown By Checked By Date
E! NELSON r PITA, P.E.. P.G.
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
Project No
2'MIN j
NON-WOVEN GEOTEXTILE FABRIC
MIRAFI 150N OR EQUIVALENT
EPS FOAM - iYP
FILL ALL VOIDS BEHIND
FOAM AND AGAINST EARTH
WITH WALL BACKFILL.
MAX ALLOWABLE GAP
BEHIND FOAM IS 4"
EXISTING TIE BACK
EXISTING LAGGING IF PRESENT
EXPANDED POLYSiYRENE
(EPS) BLOCK CUT TO FIT
SNUG AGAINST BACK OF
STRINGERS AND TO OTHER
BLOCKS AND SOLDIER PILES
EXISTING WALL BACKFILL
TO REMAIN WHERE
STRINGER NOT REMOVED
DO NOT SCALE DRAWING
CONSTRUCTION DETAILS
MP 1506
8 OF 11
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Cedar Street
Pine Street
"",/
~
~-
8th Street
,~~~ I
YJ h~
M
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li'J B
~
6th Street
SR 111 f Trk. Rte.
STREET CLOSED
witlli barricades
"A I Street
CEDAR ST.
CLOSED
2nd Street
Marine Drive
CEDAR STREET HILL DETOUR NOTES:
1. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL DETOUR SIGNAGE FOR THE DURATION OF CEDAR STREET
CLOSURE. FOLLOWING CONSTRUCTION ALL SIGNS AND SUPPORTS SHALL BE REMOVED AND THE SIGN LOCATIONS
RESTORED TO THEIR ORIGINAL CONDITION.
2. CONTRACTOR SHALL ENDEAVOR TO UMIT THE DURATION OF CEDAR STREET CLOSURE.
3. PROVIDE ADDITIONAL SIGNAGE TO WHAT IS SHOWN ON THE DETOUR PLAN AS REQUIRED TO FACILITATE TRAFFIC
MOVEMENT.
4. PROVIDE ADDITIONAL SIGNAGE AND BARRIERS TO DETOUR PEDESTRIANS AROUND THE WORK AREA AS REQUIRED.
5. TRAFFIC SIGNS AND PLACEMENT SHALL CONFORM TO THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
6. INSTALL SIGNAGE AND OTHER TRAFFIC CONTROL DEVICES SO THAT NO TRAFFIC FLAGGERS ARE REQUIRED.
Milbor-Pita & Associates, Inc.
Geotechnical Be Tunnel Consultants
17270 Woodirwille-Redmond Rd NE ph: 425-486-6561
Suite #703 fax: 425-488-2660
Woodinville, WA 98072 www.m~bor-ita.com
Drown By Checked By
EI NELSON f' PITA, P.E., P.G.
"C" Street
8th Street
City of Porl Angeles
Cedar street Arterial
Retaining Wall Repair
Project No. 05-22
DO NOT SCALE DRA~ING
DETOUR PLAN
PrOject No
MP 1506
9 OF 11
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WALL FACING IS BASED ON ARMCO STEEL
COMPANY'S BIN TYPE RETAINING WALL STD.
COLUMN & STRINGER SECTIONS. USE THE
FOLLOWING:
,.,.--~ - -
-.,..- -
,/
LOCA TlON OF -----.., I,
SOIL ANCHORS "I:; I
TYP '+ -}t Ti I
'.,
11
"
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,
.
IKM.
STRINGERS
STRINGER STIFFENER
COLUMN
COLUMN CAP
COLUMN SPLICE
CONNECTING CHANNEL
+-
-, I
'1-=i ~I
I J ~
t; I ~j
L.J UIL
@@
~
~l
!ll
Jil
@
"r71"I!II
,''''''
~
16
8
8
12
10
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ENLARGED ELEVATION DETAIL
NOT TO SCALE
- J
-
-
-
J,fA\
'\'" Ll
-
.' I I ; r..;-t-h-'r\~
-~---- '\ I II I I
~ I f ~-i I I '-- oJ I' I I
" 't II Jj III
,J I r I J I 1 'I I LJ
LJLJY~@@
@)@'eJ
WI<e; It 3t;;; 7l::J ex7t:ND TO
FLlU- DEPTH OF I-Ic;tJ!!: ~)
NOTE:
DETAILS SHOWN ON THIS SHEET ARE FROM THE ORIGINAL RETAINING WALL CONSTRUCTION
PLANS BY CH2M HILL, DATED MAY 1975. DETAILS ARE FOR CONTRACTOR'S REFERENCE ONLY
AND MAY NOT-. REPRESENT ACTUAL AS-BUILT CONDITIONS.
:-- l- -+u~
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" I t
.It LJ
@@
2'-0" SQ
CONC
FOOTING
TYP
BOTTOM
OF WALL
TYP
TYPICAL SECTION - SOIL ANCHOR
NOT TO SCALE
DO NOT SCALE DRAWING
Milbor-Pita & Associates, Inc.
Geotechnical Be Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite #703 fax: 425-488-2660
Woodinville, WA 98072 www.milbor-ita.com
Orawn By: EI NELSON ~1:"P.E.. P.G. Date: 5-19-06
City of Port Angeles
Cedar Street Arterial
Retpining Wall Repair
Project No. 05-22 Project No. MP 1506
REFERENCE DETAILS FROM
1975 CONSTRUCTION
10 OF 11
Ff..IO"-I'.ko~.t)"c!J~'
CKJ AS CALLED. _
Our IN ~
srutJs TO l!J8 ~c&D ~l'.o" ac.
UP 7t) 10'-0" FiOM BOT. oF W4LL t
WHEN 8l!!AM IS NOT IiNCAS/!D
IN covcm;.rr; WN.t'N /;$ HI
~&Cr CONTACT WlrH
(/NOIS7V..~ Qft;)(JN,O 4!O"
O.C. F.f. '" -oN AJ!O\E 807. OF
WALL 10 Tn- OF .~ ~
SEAM
8r~ll<GE~ SnFFe/llE~
2'-""
/~f; -::;,>~}'~~ ~;j"
~ III
~ ~
\ ~
r
!/Z'IIIZ"II(P"MIN. Pt..ArE
~teeL0t::A7eD
~/N~ PIPe
VMIES
SR.eN<.. GfI!t::JUT AWAY
f'M:;JM SCLD/SI{ PILI!
~ l!XCA~ ee~
70 F;lCILI7?4,Te W~
F'VCEMEN'T
v:I
,~ -
-~-" - ~jJ;),?
c.:J-r- ~
... ,~~~>-.~-;;;-u.:;.-v..~~
WALL FAClN'tS
'lOse:. ~L
11I4c.."'KI"II.L ExrENDS
BENEArH FACIMJ ro
flE~~Ar&.o FlP.E DJTCII
IN A ~ MIN. LAYE.e SEE
S(J~S(.lRpAC& De4/NitG&
/:JET: SH. 2- ~
~ SOLDIeR. 8/!!AMS
.1.10" t70 I'.ACJ:! C1I' CL.IR6.) ~
F/LT'E~ MATE:If/AL EXTENDS,
ro PERPOIeATEO .PIP/;
S/iil:>I-IT eACJ::FIL L
C/O)C CHANNELS
_ VARIES
(701'JACe OFCLlIf:6)
b
""
314"TH~O $7t1DSdlALV-)
L/!!!NGTH AS ~I!J:::/o WlZ
N/../TS. ~SH~ FIe.LO W6LO
STUD 7l::) WIl::;,,!It:;
W/~ " 3cii
-t-- WA;;;,l(~
~
~~;--- v'2 ~ IZ 4'J(~ IIM/N. PLATE
8 a<\. COL/../MN
secTtoN
S77t:1~
co
. pI, H
FILL ALl.. ~/DS ~/8 TO ~., CalCRETE
EPRAVEL, see SPEClF/C47.oNS,
AS W~LL IS a::N5T'!:.LJc:71!!D
~o
t:# 0 ,,~ 0'>
a
..
()
,
~"S7Zl&JS
~~
eJ-~.COI....~
;Iff - M-\Y ~y ACC.Of(I::)INt;;; ~
~~
, OF SC/t...I:)Il!:Il J!/!Jl!5I!4Ms
-- CoNNECTING
CHANNEL'
SECTION A
SECTION B
NOT TO SCALE
NOT TO SCALE
NOTE:
DETAILS SHOWN ON THIS SHEET ARE FROM THE ORIGINAL RETAINING WALL CONSTRUCTION
PLANS BY CH2M HILL, DATED MAY 1975. DETAILS ARE FOR CONTRACTOR'S REFERENCE ONLY
AND MAY NOT REPRESENT ACTUAL _AS-BUILT _CONDITIONS.__
DO NOT SCALE DRAWINI
Milbor-Pita & Associates, Inc.
GeotechnIcal &: Tunnel Consultants
17270 Woodinville-Redmond Rd NE ph: 425-486-6561
Suite #703 fax: 425-488-2660
Woodinville. WA 98072 www.milbor-Dita.com
o.own By. IChecked By. ~
EI NELSON F PITA; P.E.. P.G.
City of Port Angeles
Cedar Street Arterial
Retaining Wall Repair
Project No. 05-22
REFERENCE DETAILS FROM
1975 CONSTRUCTION
Project No.
MP 1506
11 OF 11