HomeMy WebLinkAbout4.504 Original Contract
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROJECT MANUAL
'\
ORIGINAL I
#1
</. 504 I
--~- ~ - -~_ ~__J
for
Park Ave Sewer & Sidewalk Improvements
PROJECT NO. 04-04
&
Campbell Ave Street Widening/Paving/Waterline
PROJECT NO. 05-12
CITY OF PORT ANGELES
WASHINGTON
June 2005
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:
James M. Mahlum, Project Engineer, City of Port Angeles
360-417-4701
N IPROJECTS\04-04 Pari< Ave Sewer ImprovementsIProject Manua~Comp/ete Manua~Complete Manual DOC
ESCROW AGREEMENT for RETAINED PERCENTAGE
Park Ave. Sewer & Sidewalk Improvements (Project No. 04-04)
Campbell Ave. Street Widening/Paving/Waterline (Project No. 05-12)
Escrow No.: t/7~qtT1 O/~ ZJ/
City of Port Angeles Contract No. 04-04 & 05-12
Completion Date:
TO:
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
The undersigned.:t~ ljQ9,.,At~ f(;:
"Contractor'), has directed the CITY OF ORT ANGELES (as
"City"). to deliver to you its warrants which shaD 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:
INSTRUCTIONS
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 written direction received by you from the
Contractor, for each purchase, provided the direction
otherwise conforms with this agreement Acceptable
i~tments are;
C3I 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 Govemment 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 prior written
consent of the City.
2. The .nvestments 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 completion 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 derived from the sale of
such investments, or the negotiation of the City's
warrants) except in accordance with the written
lOstructions 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 retum 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
PW 0407_02 Part02 (ReVIsed 05127/04]
shall be the sole responsibility of the Contractor and shall
not be deducted from any monies placed with you
pursuant to this agreement until and unless the City
directs the release to the Contractor of the lOvestments
and monies held hereunder, whereupon you shall be
entitled to reimburse yourself from such monies for the
entire amount of your fee. .
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
.nstrument 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. ~ () Z- 19 I S"'tJ r 0
By: -::r~/" tJ ~'f'df~ .
jJ~e.r /;;~A
Address; /n " ~ II" Cd ~~S c.. ~
~dll A~,./tId'. Wt4 .
7J/.r1u~r-
f /
CITY OF P..9"lT ANGE~~S /\
By; ~~ ~
Title: ;hslikn I (J,;/I ~/Ht:eY.z
DATE: ~~~s-
THE ABOVE ESCROWctGREEME~T RECj:IVED AND
ACCEPTED on the J" day of ""7tJS r- 20tJS":""""
BANK ~1 #/I~L
~ .--r- /
By: '-Jt#el/ ' 1/U/I1/f'd"/
y/.
/6J3 F /pi- 5/-
AH ,4,7.e-4;,-
E5 () tZtJ frI
~72 9 09 O/~ ~3 /
Title:
DATE:
Title:
Address:
W4
DISTRIBUTION.
t::City-aeik1
FinanCiallnstitubon
Contractor
File Copy
II-9
CITY OF PORT ANGELES
NOTICE OF AWARD
July 6, 2005
TO: Jordan Excavating, Inc.
1826 South Golf Course Road
Port Angeles, W A 98362
PROJECT Description: Park Avenue Improvements/Campbell Avenue Widening, Project No. 04-04/05-12
The Owner has considered the bid submitted by you for the above described work in response to its
Advertisement for Bids dated July 5, 2005.
You are hereby notified that your bid has been accepted for items in the amount of $674,658.24
You are required, as stated in the Information for Bidders, to execute the contract and furnish the required
Contractor's Performance and Payment Bond and certificates of insurance within ten (10) calendar days from the
date of this notice to you.
If you fail to execute said contract and to furnish said bonds within ten (10) days from the date of this
Notice, said Owner will be entitled to consider all of your rights arising out of the Owner's acceptance of your bid
as abandoned and as a forfeiture of your bid bond. The Owner will be entitled to such other rights as may be
granted by law.
You are required to return an acknowledged copy of this Notice of Award to the Owner.
Dated this 6th day of Julv, 2005.
CITY OF PORT ANGEW
By;:CM \
IV
Title Assistant Civil EnQineer II
ACCEPTANCE OF NOTICE
Receipt of the above Notice of Award is hereby acknowledged this 6'/,{day of ~ v~ 20~
/~N~~ .
Print Name $~e-1 t/ 4,v.f)/:J#~ f
/ '
~s / ;;~~
Title
Please return signed original to the City of Port Angeles Public Works & Utilities Department, attn: Eric C. Walrath
cc: City Clerk
N:\PROJECTS\05-12 Campbell Avenue Wldenlng\Award\Notlce_oCAward wpd
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ADDENDUM NO.1
TO
PROJECT MANUAL
FOR
NOTICE TO PROSPECTIVE BIDDERS
June 29, 2005
NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are
amended as follows:
Proposal
1. Sawcutting Existing Asphalt and Concrete: Bid Item AI-7
Revise quantity to read: 3200 L.F.
2. Catch Basin Type 1 w/Curb Inlet Frame and Grate: Bid Item AI-19
Revise to read: Catch Basin Type 2 48 In. Diam. w/Curb Inlet Frame and Grate
3. HMA CI % In. PG64-22: Bid Item AII-15
Revise unit to read: Ton
Specifications
4. Section 7-05.4 Measurement and Section 7-05.5 Payment
Revise to read: Catch Basin Type 2 48 In. Diam. w/Curb Inlet Frame and Grate
Plans
5. Where shown on the plans and details revise "Catch Basin Type 1 w/Curb Inlet Frame and
Grate" to read: "Catch Basin Type 2 w/Curb Inlet Frame and Grate"
The Bid Opening Date has not been changed.
This addendum must be acknowledged in the space provided on the Bid Form in the Project
Manual that is submitted to the City. Failure to do so may result in the proposal being rejected as
non-responsive.
/J _ L-. ~
.. Gary W. K~worthy
City Engineer
"l;:
--
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROJECT MANUAL
for
Park Ave Sewer & Sidewalk Improvements
PROJECT NO. 04-04
&
Campbell A ve Street Widening/Paving/Waterline
PROJECT NO. 05-12
CITY OF PORT ANGELES
WASHINGTON
June 2005
r EXPIRES 9/20/ () S-
Reviewed by:
~
--
City Attorney
I - 1
N \PROJECTS\04-04 Park Ave Sewer Improvcmcnts\ProJcct Manual\Complete Manual\Complcte Manual OOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROJECT MANUAL
for
Park A ve Sewer & Sidewalk Improvements
PROJECT NO. 04-04
&
Campbell Ave Street Widening/Paving/Waterline
PROJECT NO. 05-12
CITY OF PORT ANGELES
WASHINGTON
June 2005
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:
James M. Mahlum, Project Engineer. City of Port Angeles
360-417-4701
N IPROJECTS\04-04 Park Ave Sewer Improvemen1SlProjed ManuallComplete ManuanComplete Manual OOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
TABLE OF CONTENTS
Park Ave Sewer & Sidewalk Improvements (Project No. 04-04)
Campbell A ve. Street Widening/Paving/Waterline (Project No. 05-12)
PART I
BIDDING REQUIREMENTS:
PaQe No(s).
Advertisements for Bids............. ........... ................ ........ ................................ ........... ..... 1-4
1 nformation for Bidders. ............. .............. .............. ........ ............................... ............ ..... 1-5
Bidder's Checklist.......................................... ................................................................ 1-6
Non-Collusion Affidavit.... ......... ................ ............. .......... ............................. ................. 1-7
Bidder's Construction Experience............ ..................... ............................... ............. .... 1-8
List of Proposed Subcontractors................................................................................... 1-9
Bid Form................. ............. ..... ................ ....................... ............... ........... ........... 1-10-14
Bid Bond.................................................................................................................... 1-15
PART II CONTRACT FORMS SUBMITTED FOLLOWING AWARD OF CONTRACT
Contract................................................................................................................... ..11-1-6
Performance and Payment Bond................................................................................ 11- 7
Escrow Agreement for Retained Percentage ..............................................................11- 8
Certificate of Insurance ..................................................................... [provided by bidder]
PART III SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS ......111-1-34
PART IV
ATTACHMENTS
A. Washington State Prevailing Wage Rates for Clallam County
B. Request For Information (RFI) and Construction Change Order (CCO) Forms
C. Contractor's Application for Payment Form
D. Amendments to the Standard Plans and Specifications
E. Project Plans
1-2
N \PROJECTS\04-04 Park Ave Sewer Improvcments\PrOJecl Manual\Complete Manual\Complett Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART I
BIDDING REQUIREMENTS
1- 3
N \PROJECTS\04-04 Park Ave Sewer Improvements\ProjeCl MlOual\Complctc Manual\Compler.c: Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ADVERTISEMENT FOR BIDS
Park Ave Sewer & Sidewalk Improvements, Project No. 04-04
Campbell Ave. Street Widening/Pavin/Waterline, Project No. 05-12
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, until 11 :OOam, July 5, 2005, and not later, and will then and there be opened and publicly
read at that time in the Engineering Conference Room for the construction of the following improvements:
Installation of approximately 960 feet of Blnch waterline, 2325 feet of 6 to 12 inch sanitary sewer, 500
feet of 12 inch storm sewer, including manholes, catch basins and other related work. The project also
includes installation of 2100 feet of curb, gutter and sidewalk, roadway excavation, and asphalt
concrete paving. All work will be in Park A ve right of way from Race Street to Ennis Street and on
Campbell A ve. from Mt. Angeles to Porter Street. All work will be done in accordance with the plans,
special provisions, and the current Washington State Department of Transportation Standard Plans
and Specifications.
The City Engineer's estimate for this project is $400,000 to $600,000. The time of completion (performance period) for
this Project is 65 working days. To view detailed plans and specifications (Project Manual), go to www.bxwa.com on
the internet, or contact the Builders Exchange of Washington at 425-258-1303.
Detailed plans and specifications (Project Manual) may be obtained from the office of the City Engineer, City of Port
Angeles, upon payment of a non-refundable fee of $50.00. Informational copies of maps, plans and specifications are
on file for inspection in the office of the City Engineer [Phone 360-417-4700]. Bidders shall be qualified for the type of
work proposed. A Bidder's Construction Experience Form is included in the Project Manual.
All bids shall be submitted on the prescribed 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 authorized 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 bid may be awarded to the lowest responsible bidder. 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 received and further advertise for bids. 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.
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.
Glenn A. Cutler, P.E.
Director of Public Works & Utilities
Publish: Peninsula Daily News [June 19,26,2005], Daily Journal of Commerce [June 24,2005]
Copy to: NPBA
1-4
N \PROJECTS\04.04 Park Ave Scwer ImprovemcnlS\ProJcd MaDuaJ\ComplClC Manual\CompldC Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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 time 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) calendar
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.
1-5
N \PROJECTS\04-04 Park Ave Sewer bnprovcmc:nts\ProJccl ManoaJ\Complctc Manual\Complcte Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I'
I
I
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 all Subcontractors that you will use for the project?
8. Have you filled out the bidder's construction experience form?
The foJ/owing 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).
1-6
N \PROJECfS\04-04 Park Ave Sewer lmprovcmCl1ts\PrOjett Manual\Complcte Maoual\Complete Manual DOC
-
I
-
-
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON
COUNTY OF (1.JIL t(lJ.1'.
)
)
)
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.
~
Sig
Subscribed and sworn to before me this I day of I.. J L-l(
,201!i
Nota~ Public in and :r
State of Washington.
Residing at f).J.- i\~'re'~
My Comm. Exp.: 10 --d-a~ok
1.7
N \PROJECTS\04-04 Park Ave Sewer Impl)VCl11.cots\ProJect Manual\Complete ManuaJ\Completc Manual DOC
-
I
-
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
9.
10.
11.
12.
BIDDER'S CONSTRUCTION EXPERIENCE
1.
Answer all questions and provide clear and comprehensive information.
~ J'
Name of bidder: :Je~~ b'/t14v#7pvCj 7vvc
Registration Number: -::roe[),1-~:r 9'?.7o }='
Permanent main office address: l.v Z~ s. LJ.-o J/ C'tJ<./MC /!!d
___I 1"6,.if /J;,y ~ /J
When organized: ')/fj
Where incorporated: ' 7JMh,)yI>i> ~
How many years have you been engaged in the contracting business under your present firm name?
11~S
* Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate
anticipated dates of completion), contact name and phone numbe!j
Cw/~ a L-ti })cyr OL4;:7?tL I!cf UC4d-.
2.
3.
4.
5.
6.
7.
* Gener~ character oJ work perf~Jmed by your company:
(./,v~e,L 7~A- c.{~I/lfli-s
~d &iVif,evc;h,.;""
8.
* Have you ever failed to complete any work awarded to you?
If so, where and why?
~I'Q
~.J/:i fi~<e. <1'57 oY5/
,
T/b/C/4..f 7~/~
-6#C-t::/~e S
* List your major equipment available for this contract: 3 4;v1V(J~-f1.... '"j)d~p
I {?$ ?If E;<{J#~-e- (;;OAr- /)e~ 5'jtJ ey:.. 2- C'#,,)- '//"'~
I :J) 770 (}/YfJ.e-!Z-
* Experience of bidder in construction similar to this project in work and importance:
7~
13. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be
required by the City? fi.s
* 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: 1/rp f
Bidder's Signature: #P ~~'
PrintNeme:----=r~ tJ ~~ '
~es/d'e~
Title:
N \PROJECTS\04-04 Park Ave Scwer lmprovcmCOts\ProJccl Manual\Complcte ManuaJ\CompldC Manual OOC
1-8
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
LISTING OF PROPOSED SUBCONTRACTORS
Bidder shaUlist all subcontractors proposed to be used on the project. FAILURE TO LIST
SUBCONTRACTORS SHALL BE CONSIDERED TO BE A NON-RESPONSIVE BID. If there are
no subcontractors, write "NO SUBCONTRACTORS WILL BE USED".
NAME, ADDRESS AND CONTRACTOR'S DESCRIPTION OF WORK
REGISTRATION NUMBER
j~t:e-sld<u IN'dvsflZlCJ /1$;:;114'/-/ ;f-Pr--f
10.- t3D-r 7?r8"
Io-~+ 1f~/t6 ( tJf), q iJ~Z- i.-t.3 -0 I L..;:J--.e.e.- 57 ~ .,;). 7q'J j)
#t~ tJv~~0/7()'~ t,lJt.lc/!e1-e- ;f'-;-e~J'
~(), I5tJf tAr; 41
(Ads /)0"1 ( WI) VI?] vy
fi.1/il'OCIJ 3J f7
~ 1t/!-'0
c;---t/llfl-G ~t4t6' ]:k/"'-'7
J 7 I 7 - [} , ;/,1 t f r- / $'N!//;/;rf
tJ 0;& I3e1J'l,;[ t'/j ,-~R I~:r 1 2-1 'S jYt
(J~e#hrl uO;;.
~~'
~ - A URE and TITLE
1#tJ?5'~ /-h-//-
1-9
N \PROJECTS\04.04 Park Ave Sewer lmprovanmts\Project Maoual\Compler.e Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
BID FORM (5 pages)
Honorable Mayor and City Council
Port Angeles City Hall
321 East Fifth Street
Port Angeles, WA 98362
\
BIDDER: ~~~ ~y(i.4t7rt~frc.
DATE: j~?
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.
REGISTRATION NO.: -::soepllf-:l 7f"J(}~
UBI NUMBER: ftpo'L. /9( 57150
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:
1J~;zrJ Sf/~f; CJ-/TJjJ/rt;
Surety
f: () &v 13(,17 fl;pf fJcY9,P4: /J4
Surety address ' ,
r1dlY\ ~~ c(~7 -- /lefl
Surety Contact and Phone Number
/1ljY/ ~~~,L- * S;~
Agent
J,dJ
t: -:rAYJ/-
y
fir
Agent Address
~/Yl 7?:/re:~
Agent Contact and Phone Number
C/-S-l, /(vy
1.10
N \PROJECTS\04-04 Park Ave Sewer Improvcmcnts\ProJCCI ManuaI\ComplClc Manual\Complcte Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Sec Estimated Unit Price
Item No. No. Description of Item Quantitv Units (Fieures) Extended Amount
SCHEDULE A (Group n
AI-I 1-04 Minor Change $5000.00 $5000.00
AI-2 1-05 Contractor Surveying 1 Lump Sum /'5 (jot), 00 ~/5" 0 aO - dO
AI-3 1-07 SPCC Plan 1 Lump Sum 5' ()(J < <tV .F Sot) 0-0
-
'5 S- "OG) , ad ~
AI-4 1-09 Mobilization 1 Lump Sum .3 5" C)c)v - oc)
l
AI-5 1-10 Project Temporary Traffic 1 Lump Sum II
Control :;2 cJ CtJ(), oG d)-o ( 00-0 , (J-iJ
AI-6 2-01 Clearing and Grubbing 1 Lump Sum 3 6acJ. CD t .3,~ _ 0;)
AI-7 2-02 Sawcutting Existing Asphalt ...J~I? L.F. .1
and Concrete "3 Z--d a t- ~p 18' ()O _ cJD
AI-8 2-03 Roadway Excavation Incl. 1275 C.Y. ~a i
Haul I'd - / Z-: 7~(j , o-D
AI-9 2-03 Embankment Compaction 985 C.Y. ~:;!!-- I' ~97"() - o:J
AI-10 2-09 Removing Culvert 190 L.F. __ tY" 'lso.do
S --
AI-ll 2-09 Structure Excavation Class B 240 C.Y. I'?" ~ W- 132-0 ~ aD
Incl. Haul
AI-12 2-09 Controlled Density Fill 5 C.Y. ;50'!!-- ~ 2--5t) - eN)
AI-13 4-02 Gravel Base 165 Ton / t;J? ~ 1# p1.. b c; 0 oJ
.'
AI-14 4-04 Ballast 1405 Ton /~ !/- w Z 2- c( fit) - oiJ
AI-15 4-04 Crushed Surfacing Top Course 470 Ton ~Y.-- ~ V /0 ..>9"'0_ o{)
AI-16 5-04 HMA Cl. Y2 in. PG 64-22 525 Ton .-- CJcel 7 0/'/ ~z-j',. ou
[t' :) :..----
AI-17 7-04 Testing Storm Sewer Pipe 420 L.F. -jo tr 1--/cJ . ~
,. ;::...---
AI-18 7-04 Corrugated Polyethylene 480 L.F. ~~ ~
Storm Sewer Pipe 12 In. Diam. I, f( Z-oi) .. o-D
AI-19 7-05 Catch Basin TypeJ!' w/Curb >JWt. 8 Each d,7OD ~ tf
Inlet Frame and Grate 2/ 6(;-(J .. ov
AI-20 7-05 Adjust Manhole 4 Each 2-50 ~ ~ /uaV - 6-0
AI-24 7-05 Connection to Drainage 3 Each kf (
II'~ 000 ~
Structure 3,o-o-b ~ 0--0
Shoring or Extra Excavation '-
AI-25 7-08 125 S.F. ~ ~
Class B 3 37S- cJU
AI-27 7-09 Ductile Iron Pipe for Water 15 L.F. ?Ie) ~ ~ b OV , criJ
Main 6 In. Diam.
AI-28 7-12 Adjust Valve Box 7 Each /O~- ~ 'R' to'I) .. o-D
AI-29 7-14 Resetting Existing Hydrant 2 Each /~ ~ ,$ 'l--- cJc)-r:) .. c/ ;;;
AI-30 7-15 Adjust Water Meter 4 Each 2-01J~ ~ ?mJ _0;)
AI-34 8-01 Inlet Protection 15 Each I'c~ ~ ~ ;: S-O i) _ oJ
AI-35 8-02 Topsoil Type C 200 C.Y. ,,9- ~ dJ- '(' ~()-(){) r ()[)
\
1-11
N IPROJEcrSI04-04 Park Ave Sew" ImprovanenlS\ProJecI Maoual\Complete MaouallComplete Manual DOC
~) T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
: Sec Estimated Unit Price
Item No. I No. : Description of Item Quantity Units (Fieures) Extended Amount
AI-36 ,8-02 ~Seedine:, Fertilizine:, Mulch 0.4 Acre ?dtfd _ ~ 77~d ~ O.J
AI-37 ; 8-04 ,Cement Cone. Traffic Curb 2090 L.F. dJ-- -I
I : and Gutter () dll/7cJ J' oJ
AI-38 ' 8-06 !Cement Cone. Driveway 175 S.Y. :30 ~ ~ <--2.-50 . (j J
AI-39 : 8-09 ;Raised Pavement Marker 1.5 Hood all ('
;Type 1 Z--5CJ ::.;- ""3 7 '5~ . (rt)
AI-40 8-09 iRaised Pavement Marker 0.5 Hood aJ -I 00 Iv.
L(1c( :/ 7~
iType 2 ;).3 ...
! 8-12 dU. ((
AI-41 !Remove and Renlace Fence 1 Lump Sum /~C)() :;....--- / ~dl1 . aD
, Z-~ :!-- W'
AI-42 8-13 Monument Case and Cover 2 Each <?J{) . 0-0
;Cement Cone. Sidewalk S.Y. dV I ;;<& .J JS" , oj)
AI-43 ,8-14 1145 ~3 ..-
AI-44 ' 8-14 !cement Cone. Sidewalk Ramo 5 Each ;J'ftf 0/ # /7 SV , dU
I 7..-fl{J c.;:- (/ ~ 7.-- <IV " 0 tJ
AI-45 ~ 8-14 Mailbox Suonort Tvne 1 11 Each
AI-46 .8-14 Mailbox Suonort Tvne 2 3 Each qd~ ~ $( I
I. 2-- O() , aD
: [Relocate Sim. / Do ~ <;( 5'0 d
AI-47 ' 8-21 5 Each . Od
AI-48 ;8-22 Plastic Crosswalk Line 208 S.F. '1 }:JI- ~ /,St, 0 ,(Jd
AI-49 :8-22 Plastic Ston Line 30 L.F. -;1Y- 7 7 _ z.,.- 5. 00
: SCHEDULE A (Group ill
All-4 1-09 Mobilization 1 Lump Sum 7001) 7- ,~ 7 ODd ' CTJ
All-5 ' 1-10 !Project Temporary Traffic 1 Lump Sum ~
[ Control /0, oC){J.of) /0, GtH) - oJ
: ,
All-to ,2-09 ~tructure Excavation Class B 2925 C.Y. / Z-- cJj:!..- tf
iIncl. Haul -:? 5/ c)J . oJ
All-II ;2-09 Controlled Density Fill 255 C.Y. // ~tf;!.-- ~ /2- /~_ 00
;5-04 I ~/b;J (J5'-o~ /( ~ ~ '7 ()-Q . (/ J
All-IS HMA Cl. Y2 In. PG64-22 40
All-20 )-05 Abandon Existing Manhole 4 Each (157) '?5!-- {( .? C)cdJ - crO
[ 02750 ~ I' Ie .5OV . oj)
All-21 ;7-05 ,Manhole 48 In. Diam Tvne 1 6 Each
Manhole Additional Height 48 /
All-22 :7-05 11 L.F. ?- ~
In. Diam. Tvne 1 z,ui> "Z- I 2-- av ... CJ ()
: I
All-23 7-05 Connection to Drainage 1 Each ~ f
Structure /ooV I (}-?Jc) - 00
I
AIT-24 17-08 Shoring or Extra Excavation 22270 S.F. # s"V f IJ~' 0-0
Class B II
All-25 '7-08 J>lue:e:in2 Existing Pive 2 Each zsv- ui?- t( .so/J~d'V
I ff
All-31 -7-17 ffestine Sewer Pine 2325 L.F. . Ii) 7_ 77.- ' s-o
, I
All-32 )-17 ;PVC Sanitary Sewer Pipe 6 615 L.F. ()~ ,
, / s--: J 75r, di)
, In. Diam. z..5'
All-33 7-17 PVC Sanitary Sewer Pipe 12 1710 L.F. 0-<> s-rf 7 ZO ~ 00
In. Diam. :3 -2---- ....-
1-12
N:\PROJI!C1'SI04.OO _1\"" _ ~<llIlII'I1!iea MarnsaIICompIcl MarnsaIICompIcl_OOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Sec Estimated Unit Price
Item No. No. Description of Item Quantitv Units (Fhmres) Extended Amount
SCHEDULE B
B-1 1-04 Minor Change $5000.00 $5000.00
B-2 1-07 SPCC Plan L.S. ~() .04 If' St}-fJ ~ 00
B-3 1-09 Mobilization L.S. /601Jo~ F / 50cJtJ ~ 0-0
...
B-4 1-10 Project Temporary Traffic L.S. ()C> f
Control /' S. OcJt) '/ /.5, 0zJ0 ' oa
B-5 2-01 Clearing and Grubbing L.S. 7 CJrJrj;5 rf' -; (J(j(J , 00
B-6 2-02 Removing Rock Wall 123 L.F. ./0 ~ r / Z-5cJ - 0-0
'Z-~ U' t _ (1)
B-7 2-02 Sawcut Asphalt and Concrete 1900 L.F. ?~
B-8 2-03 Gravel Base for Fill Slopes 300 TON IcP ~ V c( ?Ov , o-J
"-
B-9 2-03 Roadway Excavation, Incl 400 C.Y. Ie( ~ f
Haul S--; (9 eJO ~ oJ
10 6~ :f ,
B-IO 2-09 Embankment Compaction 200 C.Y. /-rl..crd-J . u-()
B-ll 2-09 Structure Excavation Class B 40 C.Y. Z--d~ t
Incl. Haul rOO .00
B-12 4-04 Ballast 600 TON I~ o~ ~ 1/J? Od .00
B-13 4-04 Ballast for Path 80 TON ;)0 ~ ~ Lief en) . o{)
B-14 4-04 Crushed Surfacing Top Course 150 TON '1-2- ~ 4' 3 .3 ()f) , Oi)
B-15 4-04 Crushed Surfacing Top Course 40 TON \
for Path :5 ~::!- t /~ ()cJ .. ou
B-16 HMA for Preleveling Cl. !h" \
5-04 80 TON ~ #'
PG 64-22 /oS 8z~ o-L> _ c:JO
B-17 5-04 HMA for Widening and 180 TON 9< OJ If
Driveways Cl. !h" PG 64-22 I 1 /0-0 - 0 ()
\
B-18 5-04 HMA for Overlay Cl. !h" PG 200 TON o-tJ W'
64-22 N"- ( 7{ 8VzJ - 0-0
B-t9 7-02 Corrugated Polyethylene Culv. 232 L.F. I~ ~ bf
Pipe 12 In. Diam. 3,ljZ-.cJO
B-20 7-02 Plugging Existing Culvert 7 EACH /0-0 ~ W /(j() _ 0 ()
B-21 7-05 Catch Basin Type 2 48 In. t EACH <9 l#
Diam. "3:500~ :5 50!) .00
B-22 7-05 Connection to Drainage I EACH ~ l
Structure /ovC) ::..--- / o{)i) . OD
B-23 7-09 C-900 Pipe for Water Main 8 960 L.F. ~ L
In. Diam. c:::2 '/ oj) aJ,Oc(cJ . en:>
B-24 7-12 Adjust Valve Box 3 EACH (' 0lJ c:TC-- 1,( "3 c:) 0 . QU
B-25 7-12 Gate Valve 8 In. 2 EACH '1 cJl) ~ k( /. Rz}-u , 00
B-26 7-14 Hydrant Assembly 2 EACH J57J{)~ :I -; cJ~C) Ol)
B-27 7-15 Adjust Water Meter 10 EACH ( 50 <TV :# c9-ft17J . c) CJ
V ~
1-13
N \PROJECTS\04-04 Part Ave Sewer Improvemc:nts\ProJcct Maoual\Complelc Manual\Complctc Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I~'---~
I ""\PItOJECI'S\1l4 ..k Avo s-.. ~1SIProjcu -aaI1OImpktc ~ - DOC
\,
See
Item No. . No.
Deseri tion of Item
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
Units Extended Amount
18 EACH dG>
FA. F.A. $2000.00
~ 0 a
50 C.Y. fo~ oIJ _ aD
0.2 ACRE
~ 00
10 EACH . () t)
3 EACH " 00
256 S.F. . 0 lJ
30 S.Y. .... 6.;)
7-15 ;Service Connection 1 In.
Diam.
8-01
$
$
$
$
$
60 -.J~1f
3d!) 13~2-. ~~MuI
111 ( C;! 1,- "so
I r I 51 7 ., ./ f
I Ie( ~C(0 - ()()
~4 ti
~ 7 c( G,sf" " if
I
~ 8-02
8-02
~8-18
8-18
.8-24
:8-24
1
ADDENDA ACKNOWLEDGMENT
The bidder herebylacknowledges that it has received Addenda No(s). ( 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.
~ .1. ~ \ 'i
Bidder's firm name, J S;ecJdt:V bVC'/'VvtJ 7 /'"",,/ 'ppl/( ,
Complete address I? Z ~ s. t9tJlT ~v~5'C /Cd ~. f/J g.. 9?-J?" L
(Street address) (State) (Zip)
Schedule A{I) Subtotal
Schedule A{II) Subtotal
Schedule A{II) Sales Tax (8.3%)
Schedule B Subtotal
Total Bid
Telephone No. (3 ~O) C/<5'el-! '];;.. 7 <3
, I I'
Signed by . ~~ Tille
Printed Na~ . -=re#itjt f-J j::/J~//4.J6 n
?~/d~/--
Notes: (1) If;the bidder is a partnership, so state, giving firm name under which business is transacted.
(2) Ifthe bidder is a corporation. this bid must be executed by its duly authorized officials.
1-14
r
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,I
~~
BID BOND FORM
Herewith find deposit in the fonn of a cashier's check, postal money order or Bid Bond in the amount of $
which amount is not less than five (5%) percent of the total bid.
SIGN HERE
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
That we,..brdan :Ela::roOO~ Irr. as Principal and W?<>tE"'T' Su:ety Gb. as Surety, are held and firmly
bound unto the CITY OF 6RT ANGELES as Obligee, in the penal sum of fi.~~~' euL of bid
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:
Park Ave. Sewer & Sidewalk Improvements (Project No. 04-04)
Campbell Ave. Street Widening/Paving/Waterline (Project No. 05-12)
according to the terms of the bid made by the Principal, and the Principal shall duly make and enter into a contract with
the Obligee in accordance with the terms of said bid and award and shall give bond for the faithful perfonnance
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 in 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 -1- day of Jtily
,2005 .
~
Surety . , " ~',
~~-
W:stem s..rr.-ety 0::Iq::any
Sirux: City, ID
Surety address
m R1x 1147, R1rt- ~l~, WA QA~6?
Agent Address
MoM. F'c}er & 9:rE Tn::;[I1mTYP, Trr
'lh:na<3 Fr)eL 360-457-1144
Surety Contact and Phone Number
'Ihnas Fr)eL
Agent Contact and Phone Number
Dated:
Received return of deposit in the sum of $
1-15
N \PROlECl'S\D4-04 Pork A""Sewtt Improv...cntslProjed MIDlIIIICompl..e ManlllllCompl... Man.1I DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.
POWER OF ATTORNEY
22485271
. .
That thIs Power of Attorney IS not valId or In effect unless attached to the bond whIch It authonzes executed, but may be detached by the apprOVIng
offlc'er If deSIred. That Western Surety Company, a corporatIOn, does hereby make, constitute and appoInt the folloWIng
~THREE ::~ '" :;: I ,3:;, I authOrIZed IndlVlduals'
Know All Men by These Presents:
(Irrevocable)
BOND No. SP.
AUTHORIZED INDIVIDUALS
DANIEL j ,FRYER
>>.T~,.t. t;,~YE,~v:."" .
',' .,., ..., y,/
AUTHORIZED INDIVIDUALS
Pl\UL M REED
(:;:
.
",)->"
,',
,/ '^~
>> '
~:~
, ,
'-::>., :
Y""~," /
.<,1'
., ~/.,
~>
, ~,\ ~yY ~
'7
, y' ~
In the City of paR TAN GEL E S , State of PI ASH IN G TON
lawful Attorney(s) In fact with full power and authonty hereby conferred, to sIgn, execute, acknowledge
following descnbed bond.
., ~ t /' ~
,,:' j ~
..: "~ "Zt',.,/
.,,~' < ... ~ '~... }}
, ,,"; I "
~~:y l~~J
',,". L
, i.1
wIth lImited authonty, ItS true and
and delIver for and on ItS behalf as Surety, the
'"
\~ y
':,/
, '
\;<=h'
'v
,:
../, ".
,,~:~~ :;...
, .. ,~
<." ~
P"
'"^ ':~ *' '
,
'.
".^ {~:'
/'
., ~ Y,,' ' Y
,. ,
,
ONE 8l0t PERFORMANCE,. AND/OR PAYMENT BOND PROVIDING THE BONO PENALTY
DOES NO EXCEED SEVEN HUNDRED FIFTY THOUSAND AND NO/IOO DOLLARS
<***750 000.00).
*******l********************************.*****************************
********************************.*************************************
**********************************************************************
The acknowledgment and executIOn of such bond by the said Attorney in Fact shall be as binding upon this
Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company.
All authority hereby conferred shall expire and terminate, without notice, unless used before midnight of
FEBRUARY
28 , 2006, but until such time shall be irrevocable and in full force and effect.
WESTE~~~O~MPANY further certifies that the followlOg IS a true and exact copy of Sechon 7 of the By-Laws of Western Surety Company, duly adopted and now
10 f~~' ~~,\"I ~lttirn~~ll bonds, pollcles. undertaklOgs, Powers of Attorney or other obllgatlOns of the corporatIOn shall be executed 10 the corporate name of the Company
b~~ re'lldoRt..~[et AsSistant Secretary, Treasurer, or any Vice PreSident, or by such other offIcers as the Board of Duectors may authorIZe The PreSIdent, any Vice
i:!' " n,," .-::4..~
04:'. eqt; Se~tl:J/,t9'ny..('>"ll"~ Secretary. or the Treasurer may appolOt Attorneys 10 Fact or Agents who shall have authority to Issue bonds. pollcles, or undertaklOgs In the
~e:b~-m CompaDl9' T~ ~ate seal IS not necessary for the valldlty of any bonds, pollcles. undertaklOgs. Powers of Attorney or other obllgallons of the corporal1On. The
;;;:lJgI1iure"'df any such of~er"<lt~lj corporate seal may be printed by facsimIle"
g::> : U m: ~
8:> 'Ehe penal amount of the: boh~erelO deSCribed may be IOcreased If there IS attached to thiS Power. written authOrity so authorlzlOg 10 the form of an endorsement, letter or
~ tc:.l,egtam SIgned by the SenIDr .llr\i!lirwrItlng OffICer, UnderwrltlOg Officer, PreSident, Vice PreSident, AsSistant Vice PreSident, Treasurer, Secretary or AsSIstant Secretary of Western
~sttrett Com~n~ speclflcally.llurl1'ol:!tlOg SOld lOcrease
~ 8l!'..}VI"rN$SfW)rEI!l~, itstern Surety Company has caused these presents to be executed by ItS PreSident With ItS corporate seal affixed thiS 8th
~~;:f~l:;;Atril~'~Y . 1997 . W EST ERN SUR E T Y COM PAN Y
ST:;~o08'O~B~~~ DAKOTA} ss By ~i'. - . -r: 4-
COUNTY OF MINNEHAHA ~t.VJ'Z,./ PreSIdent
8th April 1997
On thIS day of , 10 the year , before me, a Notary Pubhc, personally
appeared Stephen T Pate, who belOg by me duly sworn, acknowledged that he Signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and
acknowledged said lOstrument to be the voluntary act and deed of said corporallon
~:~~~I
My ComrrussJon ExpIres 6-2-2003
.----
I, the understgned offIcer of Western Surety Company, a stock corporatIOn of the State of South Dakota, do hereby cerhfy that the attached Power of Attorney IS 10 full force
and effect and is irrevocable, and furthermore. that SectIOn 7 of the By-Laws of the company as set forth 10 the Power of Attorney, IS now 10 force,
'i~
Notary Public, South Dakota
In teshmony whereof. I have hereunto set my hand and the seal of Western Surety Company this" 1 day of Ji W ' 2005
WESTERN SUR TY COMPANY
"IMPORTANT: ThiS date must be filled in before it is attached ~ /7
to the bond and it must be the same date as the bond. By -r: ~
Form 749-4-97 PreSident
NOTICE: This border must be BLUE. If It IS not BLUE, this IS not a certified copy
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART II
CONTRACT FORMS SUBMITTED FOllOWING AWARD
OF CONTRACT
PW 0407_02 Part02 [Revised OS/27/04] II - 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PUBLIC WORKS
CONTRACT
This Contract is made and entered into in duplicate this '3 rJday of IA f.. , ~o?'
by and between the City of Port Angeles, a non-charter code city of the tate of Washington,
hereinafter referred to as "the City", and ~o,.J~.I" {;;;el)va4"., J:.e. , a
~.~h(Hf f,rt c:."l'tIIl'a/". --, , hereinafter referred to as "the Contr~tor".
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:
Park Ave. Sewer & Sidewalk Improvements (Project No. 04-04)
Campbell Ave. Street Widening/Paving (Project No. 05-12)
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
PW 0407_02 Part02 [Revised OS/27/04]
ll-2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
completed within 65 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 Project 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
form(s).
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.
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
PW 0407_02 Part02 [Revised OS/27/04] II - 3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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 lawsuits, 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. It is further provided that no liability shall attach to the
City by reason of entering into this Contract, except as expressly provided herein.
B. Should a court of competent jurisdiction determine that this Contract is subject to
RCW 4.24.115, then, in the event ofliability 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 ofthis 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 ofthe 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
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,
PW 0407_02 Part02 [Revised OS/27/04] IT - 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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 ofthe State of Washington.
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 $1 ,000,000 per accident.
11. Commercial General Liability insurance shall be written with limits no less
than $1,000,000 each occurrence, $2,000,000 general aggregate and a
$2,000,000 products-completed operations aggregate limit.
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.
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 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 insurance requirements of the Contractor before commencement of the work.
PW 0407_02 Part02 {Revised OS/27/04]
11-5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
F. Subcontractors
The Contractor shall include all subcontractors as insureds under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the same insurance requirements as stated herein for
the Contractor.
G. 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.
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.
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, nor shall the Contractor subcontract any part of the services to be performed
hereunder without first obtaining the consent ofthe City.
B. 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.
PW 0407_02 Part02 [Revised OS/27/04] II - 6
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11. Contract Administration.
This Contract shall be administered by -.:r ~~ tJ ~~j?J64~ behalf of the Contractor
and by James M. Mahlum. Civil Emdneer on behalf of the 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.
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the
day and year first set forth above.
CONTRACTOR:
. ~a~~ WC.4vdr7 Jive.
Name of Contractor
By: ..--.:s:e~ t-I P/V'~~J~~
CITY OF PORT ANGELES:
~)-DO~
Mayor
,
Title: I~/d~'-/-
Attest:
~{I~
~ 8:4J ~
PW 0407_02 Part02 [Revised OS/27/04]
11-7
I
I
I
I
I
I
I
I
I
I
I
i
-
-
-
-
-
I
I
. '
PERFORMANCE and PAYMENT BOND
Bond to the City of Port Angeles Bond # 2 24 8 5 2 7 2
'~
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,Jordan Excava tinq Inc as Principal, and
WPRrprn Surety Co 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 becom~ 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
$ 674,658.24 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 ~ tElay of
July
,2005.
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
Jordan Excava tinq, Inc the above bounded
Principal, a certain contract, the said contract being numbered 04-04 & 05-12 ,and providing
for Park Ave. Sewer & Sidewalk Improvements AND Campbell Ave. Street
Wideninq/Paving/Waterline (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, ,1nnlrm Excava tina, Inc. , 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.
Signed this 13 tttay of July
,2005.
Jordan Excavating, Inc.
Principal
~~
~;d~
Title
PO Box 1347, Port Angeles WA 98362
Agent Address
Thomas L. Fryer 360-457-1144
Agent Contact and Phone Number
Attornev in Fact
Title
Sioux City, SD
Surety Address
Thomas L. Fryer 360-457-1144
Surety Contact and Phone Number
PW 0407_02 part02 {Revised OS/27/04]
11-8
,-^...-' j ,
-~--.:-~
POWER OF ATTORNEY
-#
KnQlV All Men by These Presents:
22485212
I
!!
That thIs Power of Attorney IS not valId or In effect unless attached to the bond which It authOrIzes executed, but may be detached by the approVIng
offIcer If deSIred That Western Surety Company, a corporatIOn, does hereby make, constitute and appoInt the follOWIng i I
iH::::: 0: ,; ,l:3'; ,,:1
. .. ....,........ . .' authOrIzed IndIVIduals.
(Irrevocable)
BOND No. SP-
::tHREE:;
AUTHORIZED INDIVIDUALS
OANIEl.uUFRYEJ\
T L .fRYER-
AUTHORIZED INDIVIDUALS
~AUL' M REED .
\~, " " " ", '
! !
I .
i ~
,
I 0'
j
I
In the CIty of POR T
lawful Attorney(s) In fact
follOWIng descnbed bond
ANGFLES ,State of WASHINGTON ,wIthlImltedauthonty,ltstrue~and
WIth full power and authonty hereby conferred, to sIgn, ~xecute, acknowledge and delIver for and on ItS behalf as Surety, the
I
. ,
ONE BID PERFORMANCE AND/OR PAYME~T BONO PROVIDING THE BOND PENALTY
DOES Not EXCEED SEVEN HUNDRED FIFTY THOUSAND AND NO/lOa DOLLARS
l:::~~~!~~~*~~l****************************************************~**
**********************************************************************
**********************************************************************
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upoh this
Company as If such bond had been executed and acknowledged by the regularly elected officers of this Company. '
i
All authority hereby conferred shall expire and terminate, without notice, unless used before midnight of
FEBRUARY
28 , 2006, but until such time shall be irrevocable and In full force and :effect.
+;-~~-~l
My CommisSIOn Expires 6~2~2003
. ..~--
I, Ihe underSlgned off,cer of Western Surety Company, a stock corporatlOn of Ihe State of South Dakota, do hereby cerl1fy that the attached Power of Attorney IS 10 full force
and effect and IS urevocable, and furthermore, that SectlOn 7 of the By-Laws of the company as set forth 10 the Power of Attorney, IS now 10 force
In tesl1mony whereof, I have hereunto ~et my hand and the seal of Western Surety Company this' 13 t h day of J U 1 y 2 0 0 5
W EST ERN SUR E T Y COM PAN Yi
By ~';:4 I;
Pres~
.....CE: T~r mUS_E If It '.UE, Ihl""" certlf"
':R~
Notary Public, South Dakota
'IMPORTANT: This date must be filled in before It is attached
to the bond and it must be the same date as the bond.
I
Form 749.4-97
- -
-
-
-
-
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART III
SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS
III- 1
N IPROJECTSI04..Q4 Park Ave Sewer ImprovemenlslProjeCl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
INTRODUCTION/ORDER OF PRECEDENCE
See Section 1-04.2 of the Standard Specifications for the general order of precedence for
inconsistency in the parts of the Contract. In addition, the order of precedence in the case of
conflicting specifications, special provisions, submittal requirements, plans, drawings, or other
technical requirements of this Project Manual is as follows:
1. Special Provisions as set forth on pages III - 1 through III - 34.
3. Project Plans, as set forth in Attachment~.
4. Amendments to the Standard Plans and Specifications issued prior to April 1, 2004, as set forth in
Attachment JL.
5. Washington State Department of Transportation's 2004 Standard Specifications for Road,
Bridge, and Municipal Construction (English Units), referred to herein as the Standard
Specifications. This includes Section 1-99, APWA SUPPLEMENT.
6. Washington State Department of Transportation's Standard Plans, as referenced on pages -1.!L=
29 Through 111- 32.
7. 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 2004 Standard
Specifications for Road, Bridge, and Municipal Construction (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.
Section 1-99, APWA SUPPLEMENT, of the 2004 Standard Specifications for Road, Bridge, and
Municipal Construction, shall be included and made a part of the contract specifications.
SPECIAL PROVISIONS
The following Special Provisions are made a part of this contract and supersede any conflicting
provisions of the 2004 Standard Specifications for Road, Bridge and Municipal Construction, and the
foregoing Amendments to the Standard Specifications. .
Several types of Special Provisions are included in this contract; General, Region, Bridges and
Structures, and Project Specific. Special Provisions types are differentiated as follows:
(date)
(******)
General Special Provision
Notes a revision to a General Special Provision
and also notes a Project Specific Special
Provision.
Region Special Provision
Bridges and Structures Special Provision
(Regions1 date)
(BSP date)
III- 2
N IPROJECTS\04-04 Park Ave Sewer lmprovementslProjecl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DIVISION 1
GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995)
This contract provides for the installation of approximately 960 feet of 8 Inch waterline, 2325 feet of 6
to 12 inch sanitary sewer, 500 feet of 12 inch storm sewer, including manholes, catch basins and
other related work. The project also includes installation of 2100 feet of curb, gutter and sidewalk,
roadway excavation, and asphalt concrete paving. All work will be in Park Ave right of way from Race
Street to Liberty Street and on Campbell Ave. from Mt. Angeles to Porter Street. All work will be done
in accordance with the attached Contract Plans, these Contract Provisions, and the current
Washington State Department of Transportation Standard Plans and Specifications.
DEFINITIONS
(******)
Section 1-01.3 is supplemented with the following:
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.
PLANS AND SPECIFICATIONS
(******)
Section 1-02.2 of the Standard Specifications is deleted and replaced with the following:
Information as to where plans and specifications can be obtained or reviewed will be found in the
advertisement for the work placed in the Owner's official newspaper.
BID PROCEDURES AND CONDITIONS
PROPOSAL FORMS
(******)
The term "prequalified" is deleted from Section 1-02.5 of the Standard Specifications for this project.
III- 3
N IPROJECTSI04-04 Park Ave Sewer ImprovementslProJect ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
(******)
PREPARATION OF PROPOSAL
Section 1-02.6 is supplemented with the following:
Schedule of Bids
Because of the nature of funding on this project, the bidding proposal on this project is composed of
the following parts:
Schedule A - Park Ave. Sewer/Sidewalk Improvements
Group 1 - Sidewalk, Street, and Storm Drainage Improvements
Group 2 - Sanitary Sewer Improvements
Schedule B - Campbell Ave. Widening/Paving and Waterline Improvements
The bids include all labor, materials, service, and incidentals necessary for the completion of the
project as shown on the drawings and these specifications.
Schedule A
Schedule A (Group 1) consists of items related to the construction of roadway, sidewalk and storm
drainage and therefore are considered non-taxable items. These items will be paid as defined in
Section 1-07.2.
Schedule A (Group 2) consists of items related to the construction of Sanitary Sewer and therefore
are considered taxable items. These items will be paid as defined in Section 1-07.2.
Schedule B
Schedule B consists of items related to the construction of roadway, sidewalk and storm drainage and
therefore are considered non-taxable items. These items will be paid as defined in Section 1-07.2.
Bidding Procedures
The bidder shall submit a price on each and every item of work included in all of the schedules.
The successful bidder will be determined by the lowest total of all the schedules, including the taxes
on Schedule A (Group 2). Award will be based on the lowest total subject to the requirements of
Section 1-03.
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.
PERFORMANCE AND PAYMENT BOND
(******)
In accordance with Section 1-03.4 of the Standard Specifications the Contractor shall execute 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.
CHANGES IN WORK
(******)
Section 1-04.4, Changes, of the Standard Specifications shall be amended to add the following:
III- 4
N \PROJECTS\04-04 Park Ave Sewer Improvemen\S\ProJecl Manual\Complele Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
All revisions, clarifications, field requests and field authorizations for construction contracts shall be
documented using the "REQUEST FOR INFORMATION" form. A construction contract change order
may be initiated by the Contractor, City inspector, or Architect/Engineer by using the RFI form
provided.
Definitions:
RFI:
ceo:
Request for Information (City of Port Angeles' Document PW 404_02)
Construction Change Order (City of Port Angeles' Document PW 404_04)
CONTROL OF WORK
PLANS AND WORKING DRAWINGS
(******)
Unless otherwise required by the Submittal Requirements, Section 1-05.3 of the Standard
Specifications shall apply.
Conformity With And Deviations From Plans And Stakes
Section 1-05.4 is supplemented with the following:
(December 6, 2004)
Contractor Surveying - Roadway (Park A ve Project Only)
Copies of the Contracting Agency provided primary survey control data are available for the
bidder's inspection at the office of the Project Engineer.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes,
slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing,
paving, channelization and pavement marking, illumination and signals, guardrails and barriers,
and signing. Except for the survey control data to be furnished by the Contracting Agency,
calculations, surveying, and measuring required for setting and maintaining the necessary lines
and grades shall be the Contractor's responsibility.
Detailed survey records shall be maintained, including a description of the work performed on
each shift, the methods utilized, and the control points used. The record shall be adequate to
allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer
within three working days after the end of the shift.
The meaning of words and terms used in this provision shall be as listed in "Definitions of
Surveying and Associated Terms" current edition, published by the American Congress on
Surveying and Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1. Verify the primary horizontal and vertical control furnished by the Contracting Agency,
and expand into secondary control by adding stakes and hubs as well as additional
survey control needed for the project. Provide descriptions of secondary control to the
Contracting Agency. The description shall include coordinates and elevations of all
secondary control points.
2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on
centerline or on offsets to centerline at all curve points (PCs, PTs, and Pis) and at points
on the alignments spaced no further than 50 feet. '
3. Establish clearing limits, placing stakes at all angle points and at intermediate points not
more than 50 feet apart.
III- 5
N \PROJECTS\04-Q4 Park Ave Sewer Improvements\Project Manual\Complete Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4. Establish grading limits, placing slope stakes at centerline increments not more than 50
feet apart. Establish offset reference to all slope stakes.
5. Establish the horizontal and vertical location of all drainage features, placing offset
stakes to all drainage structures and to pipes at a horizontal interval not greater than 25
feet.
6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and
at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at
horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections
with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius
less than 10 feet. Transversely, stakes shall be placed at all locations where the
roadway slope changes and at additional points such that the transverse spacing of
stakes is not more than 12 feet.
7. Establish intermediate elevation benchmarks as needed to check work throughout the
project.
8. Provide references for paving pins at 25-foot intervals or provide simultaneous
surveying to establish location and elevation of paving pins as they are being placed.
9. For all other types of construction included in this provision, (including but not limited to
channelization and pavement marking, illumination and signals, guardrails and barriers,
and signing) provide staking and layout as necessary to adequately locate, construct,
and check the specific construction activity.
The Contractor shall provide the Contracting Agency copies of any calculations and staking data
when requested by the Engineer.
To facilitate the establishment of these lines and elevations, the Contracting Agency will provide
the Contractor with primary survey control information consisting of descriptions of two primary
control points used for the horizontal and vertical control, and descriptions of two additional
primary control points for every additional three miles of project length. Primary control points will
be described by reference to the project alignment and the coordinate system and elevation
datum utilized by the project. In addition, the Contracting Agency will supply horizontal
coordinates for the beginning and ending points and for each Point of Intersection (PI) on each
alignment included in the project.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical
:to.10 feet
Slope stakes
Subgrade grade stakes set
0.04 feet below grade
:to.01 feet
Stationing on roadway
Alignment on roadway
Surfacing grade stakes
N/A
N/A
:to.01 feet
III- 6
N IPROJECTSI04-04 Park Ave Sewer ImprovementsIProjeCl ManuallCOrll>lete ManuallComplete Manual.DOC
Horizontal
:to. 1 0 feet
:to.5 feet
(parallel to alignment)
:to.1 feet
(normal to alignment)
:to. 1 feet
:to.04 feet
:to.5 feet
(parallel to alignment)
:to. 1 feet
(normal to alignment)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Roadway paving pins for
surfacing or paving
:to.01 feet
:to.2 feet
(parallel to alignment)
:to. 1 feet
(normal to alignment)
The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not
change the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent
checks from different secondary control to ensure that the points staked are within the specified
survey accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify
these coordinates prior to issuing approval to the Contractor for commencing with the work. The
Contracting Agency will require up to seven calendar days from the date the data is received.
Contract work to be performed using contractor-provided stakes shall not begin until the stakes
are approved by the Contracting Agency. Such approval shall not relieve the Contractor of
responsibility for the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan H-14. When stakes are needed that
are not described in the Plans, then those stakes shall be marked, at no additional cost to the
Contracting Agency as ordered by the Engineer.
Licensed Surveyors
(******)
The Contractor shall be responsible for reestablishing or locating legal survey markers such as
GLO monuments or property corner monuments, conduct boundary surveys to determine
Contracting Agency right-of-way locations, and obtain, review and analyze deeds and records as
necessary to determine these boundaries. The Contracting Agency will provide "rights of entry"
as needed by the Contractor to perform the work.
The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated by
the Engineer.
When required, the Contractor shall prepare and file a Record of Survey map in accordance with
RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will
provide all existing base maps, existing horizontal and vertical control, and other material
available with Washington State Plane Coordinate information to the Contractor. The Contracting
Agency will also provide maps, plan sheets, and/or aerial photographs clearly identifying the
limits of the areas to be surveyed. The Contractor shall establish Washington State Plane
Coordinates on all points required in the Record of Survey and other points designated in the
Contract documents.
Existing right of way documentation, existing base maps, existing horizontal and vertical control
descriptions, maps, plan sheets, aerial photographs and all other available material may be
viewed by prospective bidders at the office of the Project Engineer.
The Contractor shall perform all of the necessary calculations for the contracted survey work and
shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey
data shall be provided and in a format acceptable to the Contracting Agency.
III- 7
N \PROJECTS\04-04 Park Ave Sewer Improvements\Project Manual\Complete Manual\Complele Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
All survey work performed by the Contractor shall conform to all applicable sections of the
Revised Code of Washington and the Washington Administrative Code.
The Contractor shall provide all traffic control, signing, and temporary traffic control devices in
order to provide a safe work zone for the surveyors.
Payment
Payment will be made in accordance with Section 1-04.1 for the following bid item when included
in the proposal:
"Contractor Surveying", lump sum.
The lump sum contract price for "Contractor Surveying" shall be full pay for all labor, equipment,
materials, and supervision utilized to perform the work specified, including any resurveying, checking,
correction of errors, replacement of missing or damaged stakes, traffic control, and coordination
efforts.
AS-BUILT DRAWINGS
(******)
Section 1-05.5
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 any 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:
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.
III- 8
N IPROJECTSI04-04 Park Ave Sewer ImprovementslProJect ManuallComplete Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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.
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
State Taxes
Section 1-07.2 is supplemented with the following:
(March 13, 1995)
The work on this contract is to be performed upon lands whose ownership obligates the
Contractor to pay State sales tax on portions of the project work and obligates the Contractor to
collect State sales tax from the Contracting Agency on other portions of the project as follows:
1. The provisions of Section 1-07 .2( 1) apply to the following listed portions of the project:
Schedule A (Group 1) AND Schedule B
2. The provisions of Section 1-07.2(2) apply to all of the remaining portions of the project.
For bidding purposes the Contracting Agency has segregated the plan quantities which are
affected by Section 1-07.2(1) from those quantities affected by Section 1-07.2(2). These
approximate quantities are shown on the Summary of Quantities sheets; however, any tax
payments shall be based on actual quantities used.
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
any permit.
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 available
information obtained without uncovering, measuring, or other verification.
III- 9
N IPROJECTS\04-Q4 Park Ave Sewer Improvemenls\Project ManuallComplete Manual\Complele Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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.
The following addresses and telephone numbers of utility companies known or suspected of having
underground facilities within the project limits are supplied for the Contractor's convenience:
Owest Communications (telecommunications)
635 Oakridge Drive
Port Angeles, W A 98362
Telephone: 452-2184
City of Port Angeles - Department of Public Works & Utilities (water, sewer, stormwater, power)
321 East Fifth Street
Port Angeles, W A 98362
Telephone: 417-4807 (Underground utility location assistance)
Wave Broadband Television (cable TV)
725 East First Street
Port Angeles, W A 98362
Telephone: 452-8466
Capacity Provisioning, Inc. (Telecommunications)
116% West Eighth Street
Port Angeles, W A 98362
460-9159
Clallam County PUD (Telecommunications)
2431 East Highway 101
Port Angeles, W A 98362
452-9771
Bonneville Power Administration (Telecommunications)
1400 East Park Avenue
Port Angeles, WA 98362
457-4565
Virginia Mason Port Angeles (Telecommunications)
433 East Eight Street
Port Angeles, WA 98362
452-3373
III - 10
N IPROJECTSI04.Q4 Park Ave Sewer ImprovementslProject ManuaJIComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Olympic Medical Center (Telecommunications)
939 Caroline Street
Port Angeles, WA 98362 417-7000
Public Convenience And Safety
Construction Under Traffic
Section 1-07.23(1) is supplemented with the following:
(April 5, 2004)
The construction safety zone will be determined as follows:
When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the
outside edge of traveled way or 2 feet beyond the outside edge of the sidewalk.
When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the
outside edge of traveled way.
When the posted speed is 60 MPH or over the safety zone will be 30 feet from the
outside edge of traveled way.
During nonworking hours equipment or materials shall not be within the safety zone
unless it is protected by permanent guardrail or temporary concrete barrier. The use of
temporary concrete barrier shall be permitted only if the Engineer approves the
installation and location.
During the actual hours of work, unless protected as described above, only materials
absolutely necessary to construction shall be within the safety zone and only
construction vehicles absolutely necessary to construction shall be allowed within the
safety zone or allowed to stop or park on the shoulder of the roadway.
The Contractor's nonessential vehicles and employees private vehicles shall not be
permitted to park within the safety zone at any time unless protected as described
above.
Deviation from the above requirements shall not occur unless the Contractor has
requested the deviation in writing and the Engineer has provided written approval.
(******)
In addition to the requirements of Section 1-07.23(1) of the Standard Specifications, the
following provisions shall apply:
1. Adjacent roadways and sidewalks shall be cleaned of construction debris at the end of
each workday, or sooner if there is an unanticipated adverse impact on the safety of
the traveling public.
2. There shall be no delay to medical, fire, police, or other emergency vehicles with
flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this
requirement.
3. The Contractor shall notify the Engineer at least one work day in advance of the need
to restrict parking within the project limits. The Engineer will notify the Police
Department of the required restricted parking.
4. Prior to cutting across driveways and business or parking accesses, the Contractor
MUST NOTIFY ALL OWNERS AT LEAST 24 HOURS IN ADVANCE.
1II-11
N IPROJECTSI04-Q4 Pari< Ave Sewer IrnprovemenlsIProject ManuallComplele ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Every effort shall be made to limit restrictions to access of businesses to short periods of
time. The Contractor may be required to address business access concerns on short
notice. Modification(s) to the contract to compensate the Contractor for changes due to
access concerns shall only be made if such change results in an impact on the delivery
schedule of more than one day and/or a significant change in labor or equipment
requirements.
(******)
Construction and Maintenance of Detours
Section 1-07.23(2) is supplemented with the following:
The Contractor shall close Park Avenue from Race Street to Liberty, including
intersections with Washington Street and Port Street, except to local traffic. The
Contractor shall maintain access to local traffic throughout the project.
The Contractor is responsible to maintain access to Franklin Elementary School, on
Washington Street, at all times during the school year and as requested by the school
district. The Contractor shall be responsible to contact the school district for the bus
schedules.
PROSECUTION AND PROGRESS
Progress Schedule
(March 13, 1995)
The third sentence of the second paragraph of Section 1-08.3 is revised to read as follows:
The schedule shall be developed by a critical path, bar graph, or similar type method.
(******)
Order of Work
The contractor shall make a concerted effort to complete that portion of work along Park Avenue
between Race Street and Washington Street in a timely fashion to provide bus access for Franklin
Elementary School.
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 65 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:
III - 12
N IPROJECTSI04-04 Pari< Ave Sewer ImprovementslProJect ManuallColll>lete ManuallColll>lete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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. 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.
TEMPORARY TRAFFIC CONTROL
Traffic Control Management
General
(August 2,2004)
Section 1-10.2(1) is supplemented with the following:
The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, W A 98346
(360) 297-3035
Evergreen Safety Council
401 Pontius Ave. N.
Seattle, W A 98109
1-800-521-0778 or
(206) 382-4090
III - 13
N IPROJECTSI04-Q4 Park Ave Sewer ImprovementslProJect ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DIVISION 2
EARTHWORK
CLEARING, GRUBBING, AND ROADSIDE CLEANUP
. Description
Section 2-01.1 is supplemented with the following:
(March 13, 1995)
Clearing and grubbing on this project shall be performed within' the following limits:
From centerline of roadway to proposed toe of slope.
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Description
(******)
Section 2-02.1 is supplemented with the following:
This work shall consist of:
Sawcutting Existing Asphalt and Concrete
Construction Requirements
Section 2-02.3 is supplemented with the following:
Sawcutting Existing Asphalt and Concrete
All work done under this item consists of sawcutting existing asphalt pavement, cement concrete curb,
gutter sidewalk and ramps at locations indicated on the Plans and wJ1ere directed by the Engineer.
Measurement
The measurement for "Sawcutting Existing Asphalt and Concrete" shall be by the linear foot.
Payment
Section 2-02.5 is supplemented with the following:
The unit contract price per linear foot for "Sawcutting Existing Asphalt and Concrete" shall be full
compensation for all costs for furnishing all labor, equipment, tools, and materials to sawcut asphalt
concrete pavement, cement concrete curb and gutter, and cement concrete sidewalk and ramps at
required locations, regardless of depth of cut required, in accordance with the Plans and
Specifications.
Removal of Bridges, Box Culverts, and other Drainage Structures
(******)
Section 2-02.3(2) is supplemented with the following:
Any voids or cavities created in the removal of drainage structures and the installation of new
drainage structures shall be filled with Controlled Density Fill, as per plans.
III - 14
N IPROJECTSI04-04 Park Ave Sewer ImprovemenlsIPrOject ManuallComplele ManuallComplele Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ROADWAY EXCAVATION AND EMBANKMENT
Description
(******)
Section 2-03.1 is supplemented with the following:
This work shall include excavating material to daylight storm drain pipes as shown in the Plans.
This work shall include excavation and removal of all existing curb ramps, sidewalks, and curb
and gutter as shown to be removed in the plans or as designated by the Engineer.
Construction Requirements
Disposal Of Surplus Material
(December 6, 2004)
Contractor-Provided Disposal Site
Section 2-03.3(7)C is supplemented with the following:
All surplus excavation or other materials shall be disposed of or reused in a manner that
does not degrade sensitive resources such as wellhead protection zones, surface water
bodies, parks, and child-use areas. Disposing of soils of any kind directly to a topsoil
manufacturer is prohibited.
Embankment Construction
The Contractor shall us Method B as described in Section 2-03.3(14)C to construct embankments
when necessary.
Measurement
(******)
Section 2-03.4 is revised by following:
The third, fourth and fifth sentences of the first paragraph are deleted.
STRUCTURE EXCAVATION
(*-***)
Description
Section 2-09.1 is supplemented with the following:
This work shall consist of removing existing culverts as shown in the Plans.
Construction Requirements
Backfilling
Section 2-09.3(1)E is supplemented with the following:
Controlled Density Fill (CD F) shall be used in all trenches under existing pavement. The
trenches for the side connections (sewer and water) will use full-depth CDF under the HMA and
above the pipe zone backfill. The trenches for the sanitary sewer main and the storm drain shall
us CDF for the top 3 feet of the trench below the HMA. The backfill below the CDF and above
the pipe zone backfill shall be select native material.
Where the roadway is rebuilt as part of this project, no CDF shall be used in the backfill.
Measurement
(******)
Section 2-09.4 is supplemented with the following.
III- 15
N \PROJECTSI04-04 Park Ave Sewer ImprovemenlslProJecl ManuallComplele ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Removing culvert will be measured by the linear foot of culvert removed. No measurement of
structure excavation will be made for removing culvert.
Payment
(******)
Section 2-09.5 is supplemented with the following.
"Removing Culvert", per linear foot.
III-16
N-\PROJECTSl04-04 Park Ave Sewer ImprovementsIPrOject Manual\Complete Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I,
I
I
I
I
I
I
I
I
I
I
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
(January 5, 2004)
Section 5-04.3(8)A is supplemented with the following:
Commercial HMA Evaluation
The following HMA will be accepted by commercial HMA evaluation:
"HMA for Preleveling CI. _ PG 64-22"
"HMA for Overlay CI. _ PG 64-22"
"HMA for Widening and Driveways CI. _ PG 64-22
Joints
(January 5, 2004)
Section 5-04.3(11) is supplemented with the following:
The HMA overlay shall be feathered to produce a smooth riding connection to the existing
pavement.
HMA utilized in the construction of the feathered connections shall be modified by eliminating
the coarse aggregate from the mix at the Contractor's plant or the commercial source or by
raking the joint on the roadway, to the satisfaction of the Engineer.
Surface Smoothness
(******)
The second sentence of Section 5-04.3(13) is revised to read:
The completed surface of the wearing course shall not vary more than 1/8 inch from the
lower edge of a 10-foot straightedge placed on the surface parallel to centerline.
Measurement
(******)
Section 5-04.4 is revised as follows:
Paragraph 11, "Temporary Pavement Marking will be measured by the linear foot as
provided in Section 8-23.4", is deleted.
Paragraph 12, "Removing Temporary Pavement Marking will be measured by the
linear foot as provided in Section 8-23.4", is deleted.
"Temporary Pavement Marking shall be incidental to the unit bid items of "Project Temporary
Traffic Control" and "Asphalt Concrete Pavement".
Payment
(******)
Section 5-04.5 is revised as follows:
The first paragraph is supplemented as follows:
"HMA for Overlay CI. _ PG 64-22", per ton
"HMA for Widening and Driveways CI. _ PG 64-22", per ton
The second paragraph is supplemented as follows:
The unit contract bid price for "HMA for Widening and Driveways CI. _ PG 64-22"
shall include application of soil residual herbicide.
The unit contract bid price for "HMA for Overlay CI. _ PG 64-22" shall include the
construction of butt joints where indicated on the plans.
Paragraph 23, "Temporary Pavement Marking", per linear foot, is deleted.
III-17
N.\PROJECTSI04-04 Park Ave Sewer ImprovementslProJect ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Paragraph 25, "Removing Temporary Pavement Marking", per linear foot, is deleted.
"Temporary Pavement Marking shall be included in the unit bid items of "Project Temporary
Traffic Control" and "Asphalt Concrete Pavement".
III - 18
N'IPROJECTSI04-04 Park Ave Sewer ImprovementsIPrOject ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DIVISION 7
DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS
CULVERTS
Description
(******)
Section 7-02.1, Description, is supplemented with the following:
This work shall also include plugging existing culverts where shown on the plans or where
designated by the engineer.
Construction Requirements
(******)
Section 7-02.3, Construction Requirements, is supplemented with the following:
Plugging existing culvert shall be as described per Section 7-08.3(4), Plugging Existing Pipe.
Measurement
(******)
Section 7-02.4, Measurement, is supplemented with the following:
Plugging existing culvert shall be measured per each.
Payment
(******)
Section 7-02.5, Payment, is supplemented with the following:
"Plugging Existing Culvert", per each
The unit contract bid price for "Corrugated Polyethylene Culv. Pipe _In. Diam.", shall include
beveled end sections and trash guards where indicated on the plans.
STORM SEWERS
Payment
(******)
Section 7-04.5 is supplemented with the following:
The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall
be full pay for structure excavation, saw-cutting pavement, making connections to existing
facilities, and furnishing and installing controlled density backfill and pipe bedding.
MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
Materials
(******)
Section 7-05.2, Materials, is supplemented with the following:
Grates and lids shall be standard bolt down type.
Adjusting rings for inlets shall be ductile iron.
Adjusting rings and sleeves for water valve risers shall be ductile iron.
Construction Requirements
(******)
Section 7-05.3, Construction Requirements, is supplemented with the following:
II1- 19
N IPROJECTSI04..Q4 Park Ave Sewer ImprovemenlSlProJect ManuallComplete ManualIComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Where shown on the Plans, or directed by the Engineer, the Contractor shall install catch
basin Type I with a curb inlet frame & grate to finished grade. The frame and grate shall have
stamped on them the words "Drains to Streams".
(******)
Section 7-05.3(1), Construction Requirements, is revised as follows:
The first sentence of the second paragraph is deleted and replaced with the following:
The existing cast iron ring and cover shall be removed and become the property of the
Contractor. Adjusted manholes shall be replaced with new bolt down type covers and rings.
Measurement
(******)
Section 7-05.4, Measurement, is supplemented with the following:
Catch Basin Type I, with Curb Inlet Frame & Grate, will be measured per each.
Payment
(******)
Section 7-05.5 Payment, is supplemented with the following:
"Catch Basin Type I, with Curb Inlet Frame & Grate", per each.
All costs associated with furnishing and installing gravel backfill for bedding shall be included
in the unit contract price for the item installed.
Structure excavation and pavement sawing for "Catch Basin Type I, with Curb Inlet Frame &
Grate" is considered incidental and shall be included in the unit contract price.
WATER MAINS
Payment
(******)
Section 7-09.5, Payment, is revised as follows:
The second paragraph is deleted and replaced with the following:
Restoration shall be considered incidental to the work of constructing the water
Main, and all costs thereof shall be included in the unit contract price bid for
" Pipe for Water Main In. Diam."
VALVES FOR WATER MAINS
Adjust Water Valve Box
(******)
Section 7-12.3, Construction Requirements, is supplemented with the following:
Where shown on the Plans, or directed by the Engineer, the Contractor shall adjust water
valve boxes to finished grade. The Contractor shall exercise care in handling the valve box.
Valve boxes damaged, due to the Contractor's operations, shall be repaired by the Contractor
at no added cost to the City and to the satisfaction of the Engineer. Should the existing box be
found unsuitable for adjustment, the Contractor shall supply and install a new box, or
extension, at no additional cost to the City.
Measurement
(******)
Section 7-12.4, Measurement, is supplemented with the following:
Measurement for "Adjust Water Valve Box" shall be per each box actually adjusted.
Payment
(******)
Section 7-12.5, Payment, is supplemented with the following:
III - 20
N IPROJECTSIQ4..Q4 Pari< Ave Sewer ImprovementslProJecl ManuallComplele ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The unit contract price per each for "Adjust Water Valve Box" shall be full pay for performing
the work as specified including all costs necessary for restoration of adjacent areas in a
manner acceptable to the Engineer.
HYDRANTS
Payment
(******)
Section 7-14.5, Payment, is revised as follows:
The second paragraph is deleted and replaced with the following:
The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and
install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete
blocks, gravel, painting, excavation, backfill, shoring, thrust blocking, pipe connecting the hydrant to
the main, and the hydrant lateral tee.
SERVICE CONNECTIONS
Description
(******)
Section 7-15.1 is supplemented with the following.
This work shall consist of adjusting existing water meters to match the finished grade in
accordance with the Plans, these Specifications, and the Standard Plans, in conformity with the
lines and grades as staked by the Engineer.
Construction Requirements
(******)
Section 7-15.3 is supplemented with the following.
Where shown in the Plans or where directed by the Engineer, the existing water meters shall be
adjusted to final grade as staked or otherwise designated by the Engineer. The City shall provide
new meter boxes for the Contractor to install for the water meters in the new sidewalk.
Measurement
(******)
Section 7-15.4 is supplemented with the following.
Adjust water meter will be by the unit for each water meter adjusted.
Payment
(******)
Section 7-15.5, Payment, is supplemented as follows:
"Adjust Water Meter", per each
The unit contract bid price per each for "Adjust Water Meter" shall be full pay for all work and
materials required, including any additional piping, required by the new grade or location.
The unit contract price per each for "Service Connection _In. Diam." shall be full pay for all
necessary pavement sawing and pavement restoration.
SIDE SEWERS
Construction Requirements
(******)
Section 7-18.3 is supplemented with the following.
III - 21
N.IPROJECTSI04-Q4 Park Ave Sewer ImprovementsIPrOjE!ct ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The Contractor shall verify location and depth of all existing side sewer connections prior to
construction of the new sanitary sewer main. Existing side sewer connections shall be
reconnected as shown in the Plans.
Restoration of the trench shall be in kind.
Payment
(******)
Section 7-18.5 is supplemented with the following.
Trench restoration in addition to HMA, topsoil, or seeding, shall be incidental to the cost per linear
foot of pipe installed. Payment for HMA, topsoil, and seeding shall be included in the contract bid
items.
III - 22
N IPROJECTS\04-04 Park Ave Sewer Improvements\Projecl Manual\Complete Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DIVISION 8
MISCELLANEOUS CONSTRUCTION
EROSION CONTROL AND WATER POLLUTION CONTROL
Erosion Control Seeding, Fertilizing and Mulching
Seeding and Fertilizing
Section 8-02.3(15)8 is supplemented with the following:
(December 23, 2002)
Grass seed shall be a commercially prepared mix, made up of low growing species
which will grow without irrigation at the project location, and approved by the Engineer.
The application rate shall be two pounds per 1000 square feet.
(December 23, 2002)
Fertilizer shall be a commercially prepared mix of 10-20-20 and shall be applied at the
rate of 10 pounds per 1000 square feet.
Mulching
The first paragraph of Section 8-02.3(15)0 is revised to read as follows.
Straw or wood cellulose fiber mulch shall be furnished, hauled, and evenly applied to provide a
uniform covering and shall be spread on seeded areas within 48 hours after seeding unless otherwise
specified.
Measurement
(******)
The sixth paragraph of Section 8-01.4 is revised to read as follows.
No unit of measure shall apply to street cleaning.
Payment
(******)
The ninth paragraph of Section 8-01.5 is revised to read as follows.
All costs to clean the streets as required in Section 8-01.3(8) shall be included in other bid items
in this contract.
The tenth paragraph of Section 8-01.5 is supplemented with the following.
All costs included with maintenance of the inlet protection and ESe Lead shall be included in the
cost per each for "Inlet Protection".
CURBS, GUTTERS, AND SPILLWAYS
(******)
Construction Requirements
Section 8-04.3 is supplemented with the following.
III - 23
N IPROJECTSI04-04 Park Ave Sewer ImprovementslProJect ManuallCofTlllete ManuallCornplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The Contractor shall apply residual herbicide under all curb and gutter prior to placing of
materials.
Payment
(******)
Section 8-04.5 is supplemented with the following.
All costs for application of residual herbicide shall be included in the unit cost per linear foot.
CEMENT CONCRETE DRIVEWAY ENTRANCES
(******)
Materials
(******)
Section 8-06.2 is supplemented with the following.
All references to cement concrete Class 4000 shall be replaced with cement concrete Class
3000.
Construction Requirements
(******)
The Contractor shall construct a cement concrete driveway approach for the Green Crow
development at a location and width as directed by the Engineer. Approximate station limits for the
development are 31 +65 to 34+35, LT.
The driveway from station 29+71 to 30+28, L T, serves three parcels.
Section 8-06.3 is supplemented with the following.
The Contractor shall apply residual herbicide under all cement concrete prior to placing of
materials.
Payment
(******)
Section 8-06.5 is supplemented with the following.
"Cement Concrete Driveway", square yard.
All costs in constructing the driveway entrance in segments and installing, removing the
temporary approach, and application of residual herbicide shall be included in the unit cost per
square yard.
CHAIN LINK FENCE AND WIRE FENCE
Description
(******)
Section 8-12.1 is supplemented with the following.
This work shall consist of removing and disposing of the existing fence and furnishing and
constructing a new fence at the locations shown in the Plans and as directed by the Engineer.
This work shall also consist of relocating a wood barricade.
Materials
III - 24
N IPROJECTS\04-o4 Park Ave Sewer ImprovemenlslProJecl ManuallComplele ManuallComplele Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
(******)
Section 8-12.2 is supplemented with the following.
Replaced fencing shall be constructed of new materials and shall be in kind.
Construction Requirements
(******)
Section 8-12.3 is supplemented with the following.
The Contractor shall install fence in kind to connect two sections of existing fence between
stations 20+30 and 20+65, L T, as shown in the Plans or as designated by the Engineer. The
fence shall be constructed in accordance with Section 8-12 of the Standard Specifications. New
materials shall closely match the existing fencing. Posts shall be of the same material as the
existing fence posts unless approved by the Engineer.
The existing fence at station 28+70, L T, shall be removed and replaced as shown in the Plans or
as designated by the Engineer.
The Contractor shall relocate the barricade at approximate station 39+40, L T, to a location
designated by the Engineer.
Notification
The Contractor shall notify the affected property owner and the Engineer five days prior to any
fence removal or fence construction. Notification to the property owner shall be by registered
letter.
Measurement
(******)
Section 8-12.4 is supplemented with the following.
No specific unit of measurement will apply to the lump sum item remove and replace fence, but
measurement will be for the sum total of all items to be removed, replaced, furnished, and
installed.
Payment
(******)
Section 8-12.5 is supplemented with the following.
"Remove and Replace Fence", lump sum.
All costs associated with removing and disposing of the existing fence, clearing of the fence line,
and relocating the wood barricade shall be included in the lump sum contract price for "Remove
and Replace Fence."
MONUMENT CASES
Description
(******)
Section 8-13.1 is deleted and replaced by the following:
This work shall consist of furnishing and placing monument cases, covers, and pipes in
accordance with the Standard Plans and these Specifications, in conformity with the lines and
locations shown in the Plans and identified and referenced by a Land Surveyor licensed to
practice in Washington State.
III - 25
N IPROJECTSI04-04 Park Ave Sewer ImprovementslPrOject ManuallComplete ManuallComplete Manual DOC
I
I
I
I,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Materials
(March 13, 1995)
Section 8-13.2 is supplemented with the following:
The pipe shall be Schedule 40 galvanized pipe.
Construction Requirements
(******)
The last paragraph of Section 8-13.3 is revised to read:
A Land Surveyor licensed to practice in Washington State will place reference marks suitable for
the Contractor to install the monument case and pipe. The Contractor shall be responsible for
placing the concrete core and brass cap inside the pipe. Unmarked brass caps shall be provided
by the Contracting Agency. The Contractor shall be responsible for arranging to have the brass
caps stamped with the license number of the Surveyor. After the concrete securing the brass cap
within the pipe has cured for a minimum of three days, the Brass cap shall be punched under the
direction of the Surveyor at the calculated position in such manner as to produce an
approximately 1/8" diameter by 1/8" deep divot on the top surface of the brass cap.
Measurement
(April 28, 1997)
Section 8-13.4 is deleted and replaced by the following:
Measurement of monument case, cover, pipe and brass cap will be by the unit for each
monument case, cover, pipe and brass cap furnished, set and marked.
Payment
(April 28, 1997)
Section 8-13.5 is supplemented with the following:
"Monument Case, Cover, and Pipe", per each.
CEMENT CONCRETE SIDEWALKS
Construction Requirements
(******)
Section 8-14.3 is supplemented with the following.
The Contractor shall apply residual herbicide under all sidewalks prior to placing of materials.
Placing and Finishing Concrete
(******)
The final paragraph of Section 8-14.3(3) is deleted and replaced with the following:
Sidewalk ramps shall be of the type specified in the Plans. The detectable warning pattern
shall have the truncated dome shape and dimension shown in the Standard Plans and shall be
formed by installing a detectable warning surface panel to be supplied by the City. The panels
shall be installed by the Contractor immediately after the concrete has been poured and prior
to curing. The panels shall be installed under the direction of the Engineer.
Payment
(******)
Section 8-14.5 is supplemented with the following.
All costs for application of residual herbicide before pouring the cement concrete shall be
included in the unit cost per square yard.
"Cement Concrete Sidewalk Ramp", per each.
III - 26
N IPROJECTSI04-o4 Park Ave Sewer ImprovementslProJecl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
All costs to furnish and install the detectable warning pattern and for application of residual
herbicide shall be included in the unit cost per each.
(******)
RELOCATE SIGN
Construction Requirements
Sign Relocation
Section 8-21.3(5) is supplemented with the following.
The Contractor shall relocate each sign and post as shown in the Plans.
Measurement
Section 8-21.4 is supplemented with the following.
Relocate sign will be measured per each.
Payment
Section 8-21.5 is supplemented with the following.
"Relocate Sign", per each.
PAVEMENT MARKING
Materials
(******)
Section 8-22.2 is supplemented with the following.
All plastic pavement markings shall be pre-formed fused thermoplastic.
ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING
Materials
(******)
Section 8-24.2 is supplemented with the following:
Blocks for "Gravity Block Wall" shall be Ultrablock with an aesthetic facing approved by the
Engineer.
III - 27
N IPROJECTSI04-04 Park Ave Sewer ImprovemenlslProJecl ManuallComplele ManuallComplele Manual.DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DIVISION 9
MATERIALS
AGGREGATES
(January 5, 2004)
HMA Test Requirements
Section 9-03.8(2) is supplemented with the following:
ESAL's
The number of ESAL's for the design and acceptance of the HMA shall be 0.1 million.
III - 28
N IPROJECTSI04-04 Pari< Ave Sewer ImprovementslProJecl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
STANDARD PLANS
April 4, 2005
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01
transmitted under Publications Transmittal No. PT 05-012, effective April 4, 2005 is made a part of
this contract.
The Standard Plans are revised as follows:
All Standard Plans
All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read
"Hot Mix Asphalt".
All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA".
C-1 Sheet 2
The SNOW LOAD RAIL WASHER dimensions are revised to 1 3/4" from 2", and to 7/8" from 1".
C-11 b Sheets 1 and 2
In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST-IN-PLACE FOOTING,
ELEVATION view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS
4000.
In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are
revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld joints, and the 1/2" End
Gussets have 1/2" fillet weld joints.
C-14f
In SECTION "A", the reference to SEE STD. PLAN C-14b is revised to SEE STD. PLAN C-14e.
C-14g
In SECTION "A" and SECTION "B", the reference to SEE STD. PLAN C-14b is revised to SEE
STD. PLAN C-14e.
D-2k Sheet 2
In the "BAR B" detail, all references to "button head" are revised to read "cone head".
D-2n Sheet 2
In DETAIL A, the specification for 1/4" Anchor bolt is revised to 1 1/4" Anchor bolt.
In the BASE PLATE DETAIL the reference to MSHTO M .183 is revised to ASTM A 36.
In the "BAR B" detail, all references to "button head" are revised to read "cone head".
K-1 throuqh K-27
These plans shall not be used on projects administered by WSDOT.
The following are the Standard Plan numbers applicable at the time this project was advertised. The
date shown with each plan is the publication approval date shown in the lower right-hand corner of
that plan. Standard Plans not having this date shall not be used in this contract.
A-1 .......... ...........5/13/02 A-3 .......... .... ...... 5/30/02 A-5 ........... ......2/24/03
A-2 ........... ..........5/09/02 A-4 ... .................3/07/97 A-6 .................2/24/03
B-1....... ....... .......7/21/03 B-4g ........... .......7/18/97 B-20d .... ......... 6/30/04
III - 29
N \PROJECTS\04-04 Park Ave Sewer Improvemenls\ProJecl Manual\Complele Manual\Complete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
8-1a ...................6/23/04
8-1 b................... 6/23/04
8-1 e ................... 5/20/04
8-1 z ...................6/23/04
8-2.....................2/25/05
8-2a ...................2/25/05
8-2b ................... 6/17/02
8-2c ...................6/17/02
8-2d ................... 6/17/02
8-2e ...................2/25/04
8-3 ..................... 1/28/02
8-3a ................... 5/09/97
8-4b ................... 2/09/05
8-4c ................... 2/09/05
8-4d ................... 9/16/02
8-4f .................... 5/09/97
C-1 ............ ...<... 10/31/03
C-1 a ................... 7/31/98
C-1 b ................. 10/31/03
C-1 c ................... 5/30/97
C-1 d ................. 10/31/03
C-2 ..................... 1/06/00
C-2a ................... 7/17/98
C-2b ................... 6/12/98
C-2c ................... 2/20/03
C-2d ...................5/22/98
C-2e ................... 3/07/97
C-2f.................... 3/14/97
C-2g ................... 7/27/01
C-2h ................... 3/28/97
C-2i .................... 3/28/97
C-2j ....................6/12/98
C-2k ................... 7/27/01
C-2n ................... 7/27/01
C-20 ................... 7/13/01
C-2p. ................ 10/31/03
C-2q ................... 3/03/05
C-2r .................... 3/03/05
C-25 ................... 3/03/05
0-1 a ................... 1/23/02
0-1 b ................. 1 0/06/99
0-1 c ................. 10/06/99
0-1 d ................. 10/06/99
D-1 e ................... 1/23/02
D-1 f .................. 10/06/99
0-2a ................... 3/14/97
0-2b ................... 3/14/97
0-2c ................... 3/14/97
0-2d ................... 3/14/97
0-2e ................... 3/14/97
0-2f .................... 3/14/97
0-2g ................... 3/14/97
0-2h ................... 3/14/97
8-4h ..................5/09/97
8-7..................11/23/04
8-7 a .................. 2/09/05
8-8 .................... 6/23/04
8-8a .................. 6/23/04
8-9 .................. 11/23/04
8-9a ................ 11/23/04
8-9b ................ 11/23/04
8-9c................. 11/23/04
8-9d ................ 11/23/04
8-11 ..................2/25/05
8-13 .................. 2/25/05
8-18 .................. 2/25/05
8-18a ................ 5/09/97
8-18b ................ 7/18/97
8-19 ..................5/30/97
C-2t ................... 3/03/05
C-3 .................. 10/31/03
C-3a ................ 10/31/03
C-3b ................ 10/31/03
C-3c ................ 10/31/03
C-3d ..................3/03/05
C-4 ........ ............ 7/13/01
C-4a .................. 2/25/05
C-4b .................. 6/23/00
C-4e ..................2/20/03
C-4f ................... 6/30/04
C-5 .................. 10/31/03
C-6 .................... 5/30/97
C-6a .................. 3/14/97
C-6c .................. 1/06/00
C-6d ..................5/30/97
C-6f ...................7/25/97
C-7..................10/31/03
C-7a ................10/31/03
C-8 ................... .4/27/04
C-8a .................. 7/25/97
C-8b ..................7/17/98
C-8c ..................5/30/97
0-2i ................... 3/14/97
0-2j ...................3/14/97
0-2k ..................3/14/97
D-21 ...................3/14/97
0-2m .......... ....... 3/14/97
D-2n ..................3/14/97
0-20.................. 3/14/97
D-2p .................. 3/14/97
0-2q .................. 3/14/97
0-2r ... ................ 3/14/97
0-25..................3/14/97
0-2t ...................3/14/97
0-2u ..................3/07/97
0-2v ..................3/07/97
8-21 ............... 7/18/97
8-21 a .............8/10/98
8-22............... 7/21/03
8-22a ............. 8/01/97
8-23a .............2/25/05
8-23b ............. 2/25/05
8-23c.............. 5/20/04
8-23d ............. 5/09/97
8-25 ............... 6/30/04
8-26 ...............7/18/97
8-27 ...............8/01/97
8-28 ............. 10/06/99
8-29 ...............4/24/98
8-30 .... ...........8/10/98
8-34 ............... 3/03/05
C-8d ............... 5/20/04
C-8e ...............6/24/02
C-8f ................ 6/30/04
C-1 0 ............... 7/31/98iC-11 ............... 5/20/04
C-11 a ............. 5/20/04
C-11 b ............. 5/20/04
C-12 ............... 7/27/01
C-13 ...... ......... 4/16/99
C-13a ............. 4/16/99
C-13b ............. 4/16/99
C-14a ............. 7/26/02
C-14b ............. 7/26/02
C-14c ............. 7/26/02
C-14d ............. 7/26/02
C-14e ............. 7/26/02
C-14f .............. 7/26/02
C-14g ........... 10/31/03
C-14h ........... 12/02/03
C-14i ............ 12/02/03
C-14j ............ 12/02/03
0-2w...............3/07/97
D-2x ...............3/07/97
0-2y ............... 9/12/97
0-3 ................. 6/30/04
D-3a ............... 6/30/04
D-3b ............... 6/30/04
0-3c ............... 6/30/04
0-4 ............... 12/11/98
0-6 ................. 6/19/98
D-7 ............... 1 0/06/99
D-7 a ............. 1 0/06/99
0-9...............12/11/98
III - 30
N IPROJECTSI04-04 Park Ave Sewer ImprovemenlslPro)ecl ManuallComplele ManuallComplele Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
E-1 .....................7/25/97
E-2 ..................... 5/29/98
F-1 ................... 12/17/02
F-1a .................12/17/02
F-2 .....................8/27/99
F-2a ...................6/23/04
F-2b ................... 2/09/05
G-1 .....................9/12/01
G-2..................... 6/04/02
G-2a ................... 6/04/02
G-3..................... 6/04/02
G-3a...................6/04/02
G-4a ................... 5/20/04
G-4b................... 6/30/04
G-6 .. .. .. .. .. . .. .. . .. ... 8/27/03
H-1.....................1/10/02
H-1 a ...................4/14/00
H-1 b ................... 3/04/05
H-1 c................... 3/04/05
H-1 d ................... 1/10/02
H-1 e ...................4/14/00
H-2 ..................... 3/04/05
1-1.......................7l18/97
1-2....................... 4/23/99
1-3.......................8/20/99
1-4....................... 7/17/03
1-5.......................7/17/03
J-1 b. ................. 10/08/99
J-1 C .................... 4/24/98
J-1e....................8/01/97
J-1 f... ..................6/23/00
J-3......................8/01/97
J-3b.................... 3/04/05
J-3c .................... 6/24/02
J-3d .................. 11/05/03
J-5...................... 8/01/97
K-1 ................... 12/20/02
K-2 ................... 12/20/02
K-3 ................... 12/20/02
K-4 ................... 12/20/02
K-5 ................... 12/20/02
K-6 ................... 12/20/02
K-7 ................... 12/20/02
K-8 ................... 12/20/02
K-9 ................... 12/20/02
L-1...................... 7/18/97
L-2......................7/18/97
E-4 .................... 8/27/03
E-4a ..................8/27/03
F-2c................... 6/23/04
F-2d...................6/23/04
F-3....................1/13/03
F-3a................... 2/09/05
F-3b.. ................. 2/09/05
G-6a .................. 8/27/03
G-6b .................. 8/27/03
G-7 .... ................ 7/18/97
G-8a ........ .. .. .... 12/15/04
G-8b.................. 8/18/04
G-8c . .. .. .. . ...... .. .. 8/18/04
G-8d ................ 12/15/04
G-8e .................. 8/18/04
H-4 .... ................8/18/04
H-4a ..................2/25/05
H-4b .................. 2/25/05
H-6 .................. 10/29/03
H-7....................8/10/98
H-8 .................... 9/18/98
H-9....................4/18/97
1-6...................... 7/17/03
1-7......................7/17/03
1-8...................... 7/17/03
1-9...................... 7/17/03
1-10...... ..............7/17/03
J-6c .. ................. 4/24/98
J-6f....................4/24/98
J-6g ................. 12/12/02
J-6h ...................4/24/98
J-7a ...................9/12/01
J-7c ...................6/19/98
J-7 d ................... 4/24/98
J-8a ................... 5/20/04
J-8b ................... 5/20/04
K-10 ................12/20/02
K-11 ................ 12/20/02
K-12 ................ 12/20/02
K-13................12/20/02
K-14................12/20/02
K-15................12/20/02
K-16................12/20/02
K-17................12/20/02
K-18................12/20/02
L-3.....................7/18/97
L-5..................... 7/31/98
E -5 ................. 5/29/98
F-3c................ 2/09/05
F-3d................ 2/09/05
F-3e................ 2/09/05
F-4.................. 1/13/03
G-8f ................ 6/30/04
G-8g ............... 6/30/04
G-9a ............... 6/25/02
G-9b ............... 2/09/05
G-9c ............. 11/23/04
G-ge ............... 2/09/05
H-10 ............... 5/29/98
H-12 ...... ......... 2/25/05
H-12a ............. 2/25/05
H-12b ............. 2/25/05
H-13 ............... 2/25/05
H-13a .............2/25/05
H-14 .... ........... 2/09/05
1-11.................9/11/03
1-12................. 7/17/03
1-13.................7/17/03
1-14................. 7/17/03
J-8c ................ 5/20/04
J-8d ................ 5/20/04
J-9a ................4/24/98
J-10 ................7/18/97
J-11a .............. 9/12/01
J-12 ................ 5/20/04
J-16a .............. 3/04/05
J-16b .............. 3/04/05
K-19 ............. 12/20/02
K-20 ............. 12/20/02
K-21 ............. 12/20/02
K-22 ............. 12/20/02
K-23 ............. 12/20/02
K-24 ............. 12/20/02
K-25 ............. 12/20/02
K-26 ............. 12/20/02
K-27 ............. 12/20/02
L-5a ....... ......... 7/31/98
L-6..................7/25/97
III - 31
N IPROJECTSI04-04 Park Ave Sewer ImprovementslProjecl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
M-1.20-00...........2/25/05
M-1 .40-00........... 2/25/05
M-1.60-00...........2/25/05
M-1 .80-00........... 2/25/05
M-2.20-00........... 2/25/05
M- 2.40-00.. . .. .. . '" 2/25/05
M-2.60-00...........2/25/05
M-3.1 0-00......... 12/15/04
M-3.20-00.........12/15/04
M-3.30-00........12/15/04
M-3 .40-00. . .. .. .. 12/15/04
M-3.50-00........ 12/15/04
M-5.1 0-00........ 12/15/04
M-7 .50-00.......... 3/04/05
M-9 .50-00..........3/04/05
M-11.10-00........3/04/05
M-15.1 0-00........2/25/05
M-17.10-00........3/04/05
M-20.1 0-00 .....3/04/05
M-20.20-00.....3/04/05
M-20.30-00.....3/04/05
M-20.40-00 ..... 3/04/05
M-20.50-00 .....3/04/05
M-24.20-00.....3/04/05
M-24.40-00.....3/04/05
M-24.60-00 ..... 3/04/05
III - 32
N:IPROJECTSI04-04 Park Ave Sewer ImprovementslProject ManuallComplete ManuallComplele Manual OOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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-06 Itemized List Of Submittals
SR-07 Submittals Review Form
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 resubmittals 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 calender 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 calender 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. 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 calender days from receipt by the City Engineer for review and approval or
III - 33
N IPROJECTSI04-Q4 Park Ave Sewer ImprovementslProject ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
rejection. For each design resubmittal required, the Contractor should allow an additional 14
calender days from date of receipt by the City Engineer for review and approval or rejection.
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-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.
ITEM APPLICABLE
NO. DESCRIPTION SECTION
Submittals
1 Traffic Control Plan(s) 1-10
2 Progress Schedule 1-08.3
3 Bedding and Backfill Materials various
Post-Construction Submittals
4 Final As-Builts 1-05.5
5 Compaction Test Results 6-11.5
6 Certification of Construction 6-11.9(8)
7 Disinfection Results 7-11
I1I-34
N IPROJECTSI04-o4 Park Ave Sewer ImprovemenlslProJecl ManuallComplete ManuallComplete Manual DOC
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART IV
ATTACHMENTS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Attachment A
Washington State Prevailing Wage Rates for Clallam County
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section - Telephone (360) 902-5335
PO Box 44540, Olympia, WA 98504-4540
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
description of overtime calculation requirements is provided on the Benefit Code Key.
I
I
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
I
I
Classification
ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL
BOILERMAKERS
JOURNEY LEVEL
BRICK AND MARBLE MASONS
JOURNEY LEVEL
CABINET MAKERS (IN SHOP)
JOURNEY LEVEL
CARPENTERS
ACOUSTICAL WORKER
BRIDGE, DOCK AND WARF CARPENTERS
CARPENTER
CREOSOTED MATERIAL
DRYWALL APPLICATOR
FLOOR FINISHER
FLOOR LAYER
FLOOR SANDER
MILLWRIGHT AND MACHINE ERECTORS
PILEDRIVERS, DRIVING. PULLING. PLACING COLLARS AND WELDING
SAWFILER
SHINGLER
STATIONARY POWER SAW OPERATOR
STATIONARY WOODWORKING TOOLS
CEMENT MASONS
JOURNEY LEVEL
DIVERS & TENDERS
DIVER
DIVER TENDER
DREDGE WORKERS
ASSISTANT ENGINEER
ASSISTANT MATE (DECKHAND)
BOATMEN
ENGINEER WELDER
lEVERMAN, HYDRAULIC
MAINTENANCE
MATES
OILER
DRYWALL TAPERS
JOURNEY LEVEL
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL
I
I
I
I
I
I
I
I
I
I
Page 1
I
I
I
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
WAGE Code Code Code
$32.61 1N 50
$44.97 1B 5N
$39.87 1M 5A
$14.67
$39.11 1M 50
$38.95 1M 50
$38.95 1M 50
$39.05 1M 50
$39.63 1M 50
$39.08 1M 50
$39.08 1M 50
$39.08 1M 50
$39.95 1M 50
$39.15 1M 50
$39.08 1M 50
$39.08 1M 50
$39.08 1M 50
$39.08 1M 50
$32.61 1N 50
$80.62 1M 50 8A
$41.72 1M 50
$39.52 1B 50 8L
$38.76 1B 50 8L
$39.52 18 50 8L
$39.57 1B 50 8L
$41.04 1B 50 8L
$38.76 1B 50 8L
$39.52 18 50 8L
$39.16 1B 50 8L
$39.44 1J 5B
$9.37
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code ~ Code
ELECTRICIANS - INSIDE
CABLE SPLICER $49.51 10 6H
CABLE SPLICER (TUNNEL) $53.31 10 6H
CERTIFIED WELDER $47.79 10 6H
CERTIFIED WELDER (TUNNEL) $51.41 10 6H
CONSTRUCTION STOCK PERSON $24.33 10 6H
JOURNEY LEVEL $46.06 10 6H
JOURNEY LEVEL (TUNNEL) $49.51 10 6H
ELECTRICIANS - MOTOR SHOP
CRAFTSMAN $15.37 2A 6C
JOURNEY LEVEL $14.69 2A 6C
ELECTRICIANS - POWERLlNE CONSTRUCTION
CABLE SPLICER $50.84 4A 5A
CERTIFIED LINE WELDER $46.37 4A 5A
GROUNDPERSON $33.64 4A 5A
HEAD GROUNDPERSON $35.46 4A 5A
HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A
JACKHAMMER OPERATOR $35.46 4A 5A
JOURNEY LEVEL L1NEPERSON $46.37 4A 5A
LINE EQUIPMENT OPERATOR $39.50 4A 5A
POLE SPRAYER $46.37 4A 5A
POWDERPERSON $35.46 4A 5A
ELECTRONIC & TELECOMMUNICATION TECHNICIANS
JOURNEY LEVEL $12.07
ELEVATOR CONSTRUCTORS
MECHANIC $52.27 4A 6Q
MECHANIC IN CHARGE $57.41 4A 6Q
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS $13.50
FENCE ERECTORS
FENCE ERECTOR $13.80
FENCE LABORER $11.60
FLAGGERS
JOURNEY LEVEL $27.93 1N 50
GLAZIERS
JOURNEY LEVEL $39.96 2E 5G
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC $41.93 1F 5E
HEATING EQUIPMENT MECHANICS
MECHANIC $16.00
HOD CARRIERS & MASON TENDERS
JOURNEY LEVEL $33.09 1N 50
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC $15.65
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL $9.07
INLAND BOATMEN
CAPTAIN $35.14 1K 5B
COOK $30.11 1K 5B
DECKHAND $29.09 1K 5B
ENGINEER/DECKHAND $31.66 1K 5B
MATE, LAUNCH OPERATOR $33.24 1K 5B
Page 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
Classification
INSPECTION/CLEANING/SEALING OF SEWER & WATER
SYSTEMS BY REMOTE CONTROL
CLEANER OPERATOR, FOAMER OPERATOR
GROUT TRUCK OPERATOR
HEAD OPERATOR
TECHNICIAN
TV TRUCK OPERATOR
INSULATION APPLICATORS
JOURNEY LEVEL
IRONWORKERS
JOURNEY LEVEL
LABORERS
ASPHALT RAKER
BALLAST REGULATOR MACHINE
BATCH WEIGHMAN
BRUSH CUTTER
BRUSH HOG FEEDER
BURNERS
CARPENTER TENDER
CASSION WORKER
CEMENT DUMPER/PAVING
CEMENT FINISHER TENDER
CHANGE-HOUSE MAN OR DRY SHACKMAN
CHIPPING GUN (OVER 30 LBS)
CHIPPING GUN (UNDER 30 LBS)
CHOKER SETTER
CHUCK TENDER
CLEAN-UP LABORER
CONCRETE DUMPER/CHUTE OPERATOR
CONCRETE FORM STRIPPER
CONCRETE SAW OPERATOR
CRUSHER FEEDER
CURING LABORER
DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED
DITCH DIGGER
DIVER
DRILL OPERATOR (HYDRAULIC, DIAMOND)
DRILL OPERATOR, AIRTRAC
DUMPMAN
EPOXY TECHNICIAN
EROSION CONTROL WORKER
FALLER/BUCKER, CHAIN SAW
FINAL DETAIL CLEANUP (Le., dusting, vacuuming, window cleaning; NOT
construction debris cleanup)
FINE GRADERS
FIRE WATCH
FORM SETTER
GABION BASKET BUILDER
GENERAL LABORER
GRADE CHECKER & TRANSIT PERSON
GRINDERS
GROUT MACHINE TENDER
Page 3
PREVAILING
WAGE
$9.73
$11.48
$12.78
$7.35
$10.53
$20.50
$43.12
$33.09
$32.61
$27.93
$32.61
$32.61
$32.61
$32.61
$33.45
$33.09
$32.61
$32.61
$33.09
$32.61
$32.61
$32.61
$32.61
$33.09
$32.61
$33.09
$27.93
$32.61
$32.61
$32.61
$33.45
$33.09
$33.45
$32.61
$32.61
$32.61
$33.09
$25.61
$32.61
$27.93
$32.61
$32.61
$32.61
$33.09
$32.61
$32.61
(See Benefit Code Key)
Over
Time Holiday Note
Code Code Code
1B 5A
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 5D
1N 50
1N 5D
1N 5D
1N 5D
1N 50
1N 5D
1N 5D
I
CLALLAM COUNTY
I Effective 03-03-05
*****************************************************************************************************************
(See Benefit Code Key)
Over
I PREVAILING Time Holiday Note
Classification WAGE Code Code Code
GUARDRAIL ERECTOR $32.61 1N 50
HAZARDOUS WASTE WORKER LEVEL A $33.45 1N 50
I HAZARDOUS WASTE WORKER LEVEL B $33.09 1N 50
HAZARDOUS WASTE WORKER LEVEL C $32.61 1N 50
HIGH SCALER $33.45 1N 50
HOD CARRIERlMORTARMAN $33.09 1N 50
I JACKHAMMER $33.09 1N 50
LASER BEAM OPERATOR $33.09 1N 50
MANHOLE BUILOER-MUOMAN $33.09 1N 50
MATERIAL YARDMAN $32.61 1N 50
I MINER $33.45 1N 50
NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $33.09 1N 50
PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST,
GUNITE, SHOTCRETE, WATER BLASTER
I PAVEMENT BREAKER $33.09 1N 50
PILOT CAR $27.93 1N 50
PIPE POT TENDER $33.09 1N 50
PIPE RELlNER (NOT INSERT TYPE) $33.09 1N 50
PIPELAYER & CAULKER $33.09 1N 50
I PIPELAYER & CAULKER (LEAD) $33.45 1N 50
PIPEWRAPPER $33.09 1N 50
POT TENDER $32.61 1N 50
POWOERMAN $33.45 1N 50
I POWOERMAN HELPER $32.61 1N 50
POWERJACKS $33.09 1N 50
RAILROAD SPIKE PULLER (POWER) $33.09 1N 50
RE-TIMBERMAN $33.45 1N 50
I RIPRAP MAN $32.61 1N 50
ROOOER $33.09 1N 50
SCAFFOLD ERECTOR $32.61 1N 50
SCALE PERSON $32.61 1N 50
I SIGNALMAN $32.61 1N 50
SLOPER (OVER 20") $33.09 1N 50
SLOPER SPRA YMAN $32.61 1N 50
SPREADER (CLARY POWER OR SIMILAR TYPES) $33.09 1N 50
I SPREADER (CONCRETE) $33.09 1N 50
STAKE HOPPER $32.61 1N 50
STOCKPILER $32.61 1N 50
TAMPER & SIMILAR ELECTRIC, AIR & GAS $33.09 1N 50
I TAMPER (MULTIPLE & SELF PROPELLED) $33.09 1N 50
TOOLROOM MAN (AT JOB SITE) $32.61 1N 50
TOPPER-TAILER $32.61 1N 50
TRACK LABORER $32.61 1N 50
I TRACK LINER (POWER) $33.09 1N 50
TRUCK SPOTTER $32.61 1N 50
TUGGER OPERATOR $33.09 1N 50
VIBRATING SCREED (AIR. GAS, OR ELECTRIC) $32.61 1N 50
VIBRATOR $33.09 1N 50
I VINYL SEAMER $32.61 1N 50
WELDER $32.61 1N 50
WELL-POINT LABORER $33.09 1N 50
I Page 4
I
I
I
I
CLALLAM COUNTY
I Effective 03-03-05
*****************************************************************************************************************
(See Benefit Code Key)
Over
I PREVAILING Time Holiday Note
Classification WAGE Code Code Code
LABORERS - UNDERGROUND SEWER & WATER
GENERAL LABORER $32.61 1N 5D
I PIPE LAYER $33.09 1N 5D
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.42
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $7.81
I LANDSCAPING OR PLANTING LABORERS $7.93
LATHERS
JOURNEY LEVEL $39.63 1M 5D
MACHINISTS (HYDROELECTRIC SITE WORK)
I MACHINIST $0.00
METAL FABRICATION (IN SHOP)
FITTER/WELDER $15.16
LABORER $11.13
I MACHINE OPERATOR $10.66
PAINTER $11.41
PAINTERS
JOURNEY LEVEL $30.76 2B 5A
PLASTERERS
I JOURNEY LEVEL $25.83
PLAYGROUND & PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL $7.93
PLUMBERS & PIPEFITTERS
I JOURNEY LEVEL $51.01 1G 5A
POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS $37.26 1T 5D 8L
BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $39.88 1T 5D 8L
BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $40.34 1T 5D 8L
I BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $40.86 1T 5D 8L
BACKHOES, (75 HP & UNDER) $39.49 1T 5D 8L
BACKHOES, (OVER 75 HP) $39.88 1T 5D 8L
BARRIER MACHINE (ZIPPER) $39.88 1T 5D 8L
I BATCH PLANT OPERATOR, CONCRETE $39.88 1T 5D 8L
BELT LOADERS (ELEVATING TYPE) $39.49 1T 5D 8L
BOBCAT (SKID STEER) $37.26 1T 5D 8L
BROOMS $37.26 1T 5D 8L
I BUMP CUTTER $39.88 1T 5D 8L
CABLEWAYS $40.34 1T 5D 8L
CHIPPER $39.88 1T 5D 8L
COMPRESSORS $37.26 1T 5D 8L
I CONCRETE FINISH MACHINE - LASER SCREED $37.26 1T 5D 8L
CONCRETE PUMPS $39.49 1T 5D 8L
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $39.88 1T 5D 8L
CONVEYORS $39.49 1T 5D 8L
I CRANES, THRU 19 TONS, WITH ATTACHMENTS $39.49 1T 5D 8L
CRANES, 20 - 44 TONS, WITH ATTACHMENTS $39.88 1T 5D 8L
CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $40.34 1T 5D 8L
JIB WITH ATACHMENTS)
I CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $40.86 1T 5D 8L
WITH ATTACHMENTS)
CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $41.40 1T 5D 8L
WITH ATTACHMENTS)
CRANES, A-FRAME, 10 TON AND UNDER $37.26 1T 5D 8L
I Page 5
I
I
I
I
CLALLAM COUNTY
I Effective 03-03-05
*****************************************************************************************************************
(See Benefit Code Key)
Over
I PREVAILING Time Holiday Note
Classification WAGE Code Code Code
CRANES,A-FRAME,OVER10TON $39.49 1T 50 8L
CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $41.92 1T 50 8L
I ATTACHMENTS
CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $39.88 1T 50 8L
CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $40.34 1T 50 8L
CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $40.86 1T 50 8L
I CRANES, TOWER CRANE UP TO 175'IN HEIGHT, BASE TO BOOM $40.86 1T 50 8L
CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $41.40 1T 50 8L
CRUSHERS $39.88 1T 50 8L
DECK ENGINEER/DECK WINCHES (POWER) $39.88 1T 50 8L
I DERRICK, BUILDING $40.34 1T 50 8L
DOZERS, 0-9 & UNDER $39.49 1T 50 8L
DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $39.49 1T 50 8L
DRILLING MACHINE $39.88 1T 50 8L
I ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $37.26 1T 50 8L
EQUIPMENT SERVICE ENGINEER (OILER) $39.49 1T 50 8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $39.88 1T 50 8L
FORK LIFTS, (3000 LBS AND OVER) $39.49 1T 50 8L
I FORK LIFTS, (UNDER 3000 LBS) $37.26 1T 50 8L
GRADE ENGINEER $39.49 1T 50 8L
GRADECHECKER AND STAKEMAN $37.26 1T 50 8L
GUARDRAIL PUNCH $39.88 1T 50 8L
I HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $39.49 1T 50 8L
HORIZONTAUDlRECTIONAL DRILL LOCATOR $39.49 1T 50 8L
HORIZONTAUDIRECTIONAL DRILL OPERATOR $39.88 1T 50 8L
HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $37.26 1T 50 8L
HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $39.49 1T 50 8L
I LOADERS, OVERHEAD (6 YO UP TO 8 YO) $40.34 1T 50 8L
LOADERS, OVERHEAD (8 YO & OVER) $40.86 1T 50 8L
LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $39.88 1T 50 8L
LOCOMOTIVES, ALL $39.88 1T 50 8L
I MECHANICS, ALL $40.34 1T 50 8L
MIXERS, ASPHALT PLANT $39.88 1T 50 8L
MOTOR PATROL GRADER (FINISHING) $39.88 1T 50 8L
MOTOR PATROL GRADER (NON-FINISHING) $39.49 1T 50 8L
I MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $40.34 1T 50 8L
OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $37.26 1T 50 8L
OPERATOR
PAVEMENT BREAKER $37.26 1T 50 8L
I PILEDRIVER (OTHER THAN CRANE MOUNT) $39.88 1T 50 8L
PLANT OILER (ASPHALT, CRUSHER) $39.49 1T 50 8L
POSTHOLE DIGGER, MECHANICAL $37.26 1T 50 8L
POWER PLANT $37.26 1T 50 8L
I PUMPS, WATER $37.26 1T 50 8L
QUAD 9, 0-10, AND HD-41 $40.34 1T 50 8L
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $40.34 1T 50 8L
EQUIP
I RIGGER AND BELLMAN $37.26 1T 50 8L
ROLLAGON $40.34 1T 50 8L
ROLLER, OTHER THAN PLANT ROAD MIX $37.26 1T 50 8L
ROLLERS, PLANTMIX OR MUL TILlFT MATERIALS $39.49 1T 50 8L
ROTO-MILL, ROTO-GRINDER $39.88 1T 50 8L
I SAWS, CONCRETE $39.49 1T 50 8L
Page 6
I
I
I
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
I
Classification
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING
OFF-ROAD EQUIPMENT ( UNDER 45 YO)
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING
OFF-ROAD EQUIPMENT (45 YO AND OVER)
SCRAPERS, CONCRETE AND CARRY ALL
SCREED MAN
SHOTCRETE GUNITE
SLlPFORM PAVERS
SPREADER, TOPSIDE OPERATOR - BLAW KNOX
SUBGRADE TRIMMER
TOWER BUCKET ELEVATORS
TRACTORS, (75 HP & UNDER)
TRACTORS, (OVER 75 HP)
TRANSFER MATERIAL SERVICE MACHINE
TRANSPORTERS, ALL TRACK OR TRUCK TYPE
TRENCHING MACHINES
TRUCK CRANE OILER/DRIVER ( UNDER 100 TON)
TRUCK CRANE OILER/DRIVER (100 TON & OVER)
TRUCK MOUNT PORTABLE CONVEYER
WHEEL TRACTORS, FARMALL TYPE
YO YO PAY DOZER
POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER &
(SEE POWER EQUIPMENT OPERATORS)
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE
SPRAY PERSON
TREE EQUIPMENT OPERATOR
TREE TRIMMER
TREE TRIMMER GROUNDPERSON
REFRIGERATION & AIR CONDITIONING MECHANICS
MECHANIC
RESIDENTIAL BRICK & MARBLE MASONS
JOURNEY LEVEL
RESIDENTIAL CARPENTERS
JOURNEY LEVEL
RESIDENTIAL CEMENT MASONS
JOURNEY LEVEL
RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL
RESIDENTIAL ELECTRICIANS
JOURNEY LEVEL
RESIDENTIAL GLAZIERS
JOURNEY LEVEL
RESIDENTIAL INSULATION APPLICATORS
JOURNEY LEVEL
RESIDENTIAL LABORERS
JOURNEY LEVEL
RESIDENTIAL PAINTERS
JOURNEY LEVEL
RESIDENTIAL PLUMBERS & PIPEFITTERS
JOURNEY LEVEL
I
I
I
I
I
I
I
I
I
I
I
I
I
Page 7
I
I
I
PREVAILING
WAGE
$39.88
$40.34
$39.49
$39.88
$37.26
$40.34
$39.88
$39.88
$39.49
$39.49
$39.88
$39.88
$40.34
$39.49
$39.49
$39.88
$39.88
$37.26
$39.88
$33.06
$31.34
$31.76
$29.48
$21.94
$27.68
$39.87
$17.85
$25.63
$18.00
$27.78
$0.00
$9.86
$18.08
$15.97
$14.60
(See Benefit Code Key)
Over
Time Holiday Note
Code Code Code
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
1T 50 8L
4A 5A
4A 5A
4A 5A
4A 5A
4A 5A
1M
5A
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
RESIDENTIAL REFRIGERATION & AIR CONDITIONING
JOURNEY LEVEL $48.21 1G 5A
RESIDENTIAL SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP) $30.22 1J 6L
RESIDENTIAL SOFT FLOOR LAYERS
JOURNEY LEVEL $10.88
RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL $19.67
ROOFERS
JOURNEY LEVEL $34.53 1R 5A
USING IRRITABLE BITUMINOUS MATERIALS $37.53 1R 5A
SHEET METAL WORKERS
JOURNEY LEVEL (FIELD OR SHOP) $46.74 1J 6L
SIGN MAKERS & INSTALLERS (ELECTRICAL)
JOURNEY LEVEL $19.29
SIGN MAKERS & INSTALLERS (NON-ELECTRICAL)
JOURNEY LEVEL $12.15
SOFT FLOOR LAYERS
JOURNEY LEVEL $32.24 1B 5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL $10.31 1B 50
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL $19.67
STAGE RIGGING MECHANICS (NON STRUCTURAL)
JOURNEY LEVEL $13.23
SURVEYORS
CHAIN PERSON $9.35
INSTRUMENT PERSON $11.40
PARTY CHIEF $13.40
TELEPHONE LINE CONSTRUCTION - OUTSIDE
CABLE SPLICER $28.31 2B 5A
HOLE DIGGER/GROUND PERSON $15.92 2B 5A
INSTALLER (REPAIRER) $27.16 2B 5A
JOURNEY LEVEL TELEPHONE L1NEPERSON $26.34 2B 5A
SPECIAL APPARATUS INSTALLER I $28.31 2B 5A
SPECIAL APPARATUS INSTALLER II $27.74 2B 5A
TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.31 2B 5A
TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.34 2B 5A
TELEVISION GROUND PERSON $15.12 2B 5A
TELEVISION L1NEPERSONIINSTALLER $20.05 2B 5A
TELEVISION SYSTEM TECHNICIAN $23.82 2B 5A
TELEVISION TECHNICIAN $21.45 2B 5A
TREE TRIMMER $26.34 2B 5A
TERRAZZO WORKERS & TILE SETTERS
JOURNEY LEVEL $37.03 1H 5A
TILE. MARBLE & TERRAZZO FINISHERS
FINISHER $30.86 1H 5A
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $31.90 1K 5A
TRUCK DRIVERS
ASPHALT MIX (TO 16 YARDS) $36.89 1T 50 8L
ASPHALT MIX (OVER 16 YARDS) $37.47 1T 50 8L
Page 8
I
I
CLALLAM COUNTY
Effective 03-03-05
*****************************************************************************************************************
I
Classification
DUMP TRUCK
DUMP TRUCK & TRAILER
OTHER TRUCKS
TRANSIT MIXER
WELL DRILLERS & IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER
OILER
WELL DRILLER
PREVAILING
WAGE
$20.23
$20.23
$37.47
$23.73
$11.60
$9.45
$11.60
(See Benefit Code Key)
Over
Time
Code
Holiday
Code
Note
Code
I
I
1
1
1T
1
50
8L
I
I
I
I
I
I
I
I
I
I
I
I
Page 9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
BENEFIT CODE KEY - EFFECTIVE 03-03-05
*****************************************************************.************************.********....**.**..******.***
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. ALL HOURS WORKED ON SUNDAYS SHALL BE P AID AT DOUBLE THE HOURLY RATE OF WAGE.
D.
THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8)
HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE
PAID ATONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT (8)
HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR
WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY
MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE.
E.
ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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 P AID AT DOUBLE THE HOURL Y RATE OF WAGE.
F.
THE FIRST EIGHT (8) HOURS ON SA TURDA Y SHALL BE PAID ATONE 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 (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 ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
I.
ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF THE HOURLY RATE OF WAGE.
WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED
ON A HOLIDAY SHALL BE PAID ONE AND ONE-HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED
PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY.
THE FIRST EIGHT (8) HOURS ON SA TURDA Y SHALL BE PAID ATONE 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 DOUBLE THE HOURL Y RATE OF WAGE.
J.
K.
ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE.
1.
ALL HOURS WORKED ON SA TURDA YS, 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
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 P AID AT DOUBLE THE HOURL Y 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.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.
2.
BENEFIT CODE KEY - EFFECTIVE 03-03-05
-2-
P.
ALL HOURS WORKED ON SA TURDA YS (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.
Q.
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 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 HOURL Y 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 6:00AM MONDAY AND ON
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURL Y 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
HOURLY RATE OF WAGE.
W.
ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID ATONE 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.
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 SA TURDA Y 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 SA TURDA YS AND SUNDAYS SHALL BE PAID ATONE 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 ATONE AND ONE-HALF TIMES THE 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 P AID AT DOUBLE THE HOURL Y 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 ATONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE
1.
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.
K.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
THE HOLIDAY PAY.
M.
ALL HOURS WORKED ON SA TURDA YS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.
4.
5.
BENEFIT CODE KEY - EFFECTIVE 03-03-05
-3-
O.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF 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).
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).
HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS
DAY (9).
B.
C.
D.
E.
G.
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER
THANKSGIVING DAY, AND CHRISTMAS (6).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY (6)
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).
PAID HOLIDAYS' NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
H.
I.
N.
O.
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).
Q.
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 (7 1/2).
PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (7).
T. PAID HOLIDAYS SEVEN (7) PAID HOLIDAYS.
S.
V.
PAID HOLIDAYS: SIX (6) PAID HOLIDAYS.
W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS.
X.
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).
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).
Y.
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)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
6.
8.
BENEFIT CODE KEY - EFFECTIVE 03-03-05
-4-
A.
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).
HOLIDAYS. NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7).
H.
I.
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)
Q.
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY; PRESIDENTS'DAY.
S.
PAID HOLIDAYS' NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE 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, THE LAST WORKING DAY BEFORE
CHRISTMAS DAY, AND CHRISTMAS DAY (9).
HOLIDAYS: NEW YEAR'S DA Y, 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).
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY,
AND ONE DAY OF THE EMPLOYEE'S CHOICE (10).
T.
U.
V.
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 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 DA Y, DAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY , DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (II).
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'-$1.50PERFOOTFOREACHFOOTOVER 100 FEET
OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200' - DIVERS MAY NAME THEIR OWN PRICE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
8.
BENEFIT CODE KEY - EFFECTIVE 03-03-05
-5-
D.
WORKERS WORKING WITH SUPPLIED AIR ON HAZMA T 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.
WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00,
LEVELS C & D: $0.50.
M.
N.
WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00,
LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Attachment B
Request for Information and Construction Change Order Forms
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
REQUEST FOR INFORMATION (RFI) FORM
PROJECT NAME:
PROJECT/CONTRACT NUMBER:
ORIGINATOR:
ITEM:
REFERENCE DRAWING OR SPECIFICATION:
DESCRIPTION OF CLARI FICA TION/REQUEST:
DOwner
o Contractor
DATE REPLY REQUESTED:
CRITICAL TO SCHEDULE: 0 YES 0 NO
ORIGINATOR SIGNATURE:
DATE:
COMMENTS:
RFI Number:
I
CONTRACT CHANGE ORDER (CCO) NO.
I
I
Project Name
Date
I
Contractor
Project No.
I
DESCRIPTION OF WORK
You are ordered to perform the following described work upon receipt of an approved copy of this Change
Order:
I
1. Describe work here
2. Additional work, etc....
I
Such work will be compensated by: check one or more of the fol/owing as applicable [ ] Increase or [
Decrease in bid items; [ ] Force Account; [ ] Negotiated Price: The described work affects the existing
contract items and/or adds and/or deletes bid items as follows:
I
I
Item Description
No.
RFI#
Qty.
Unit
$ Cost Per Unit $ Cost
I
Ong.
Rev.
2
Orig.
Rev.
I
I
CURRENT
CONTRACT
EST. NET CHANGE
THIS CHANGE ORDER
TOTAL CHANGE ORDERS,
INCLUDING THIS ONE
EST. CONTRACT AFTER
THIS CHANGE ORDER
I
DAYS: XX
DAYS:YY
DAYS: ZZ
DAYS: XX+ZZ-YY
DAYS: YY+ZZ
* Amount with applicable sales tax included
I
All work, materials and measurements to be in accordance with the provisions of the original contract and/or the standard speCifications
and special provisions for the type of construction Involved. The payments and/or additional time 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 described herein, including
delays to the overall project.
I
I
I
PROJECT ENGINEER
CITY ENGINEER
CONTRACTOR
PUBLIC WORKS & UTILITIES DIRECTOR
CITY MANAGER
CITY COUNCIL APPROVAL DATE:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Attachment C
Contractor's Application for Payment Form
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
CONTRACTOR'S APPLICATION FOR PAYMENT
Park Ave. Sewer & Sidewalk Improvements (04-04)
Campbell A ve. Street Widening/Paving/Waterline (05-12)
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
I
Attachment 0
Amendments to the Standard Plans and Specifications
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
INTRODUCTION
The following Amendments and Special Provisions shall be used in conjunction with the 2004
Standard Specifications for Road, Bridge, and Municipal Construction.
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part of this contract and
supersede any conflicting provisions of the Standard Specifications. For informational purposes,
the date following each Amendment title indicates the implementation date of the Amendment or
the latest date of revision.
Each Amendment contains all current revi'sions to the applicable section of the Standard
Specifications and may include references which do not apply to this particular project.
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
April 4, 2005
1-07.11(10}B Required Records and Retention
The third and fourth paragraphs are revised to read:
Monthly Employment Utilization Reports
WSDOT Form #820-010 or substitute form as approved by the Contracting Agency. This form
is required for all federally assisted projects if the contract is equal to or greater then $10,000
and for every associated subcontract equal to or greater than $10,000. These monthly reports
are to be maintained in the respective Contractor or subcontractor's records.
In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies
of the completed WSDOT form 820-010 or approved substitute to the Contracting Agency by
the fifth of each month throughout the term of the contract. The Contractor shall also collect
and submit these forms monthly from every subcontractor who holds a subcontract with a
value of $100,000 or more.
Failure to submit the required reports by their due dates may result in the withholding of
progress estimate payments.
1-07.13(4} Repair of Damage
This section is revised to read:
The Contractor shall promptly repair all damage to either temporary or permanent work as
directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-
07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4 using the
estimated bid item "Reimbursement for Third Party Damage".
In the event the Contracting Agency pays for damage to the Contractor's work or for damage
to the Contractor's equipment caused by third parties, any claim the Contractor had or may
have had against the third party shall be deemed assigned to the Contracting Agency, to the
extent of the Contracting Agency's payment for such damage.
Payment will be limited to repair of damaged work only. No payment will be made for delay or
disruption of work.
For the purpose of providing a common proposal for all bidders, the Contracting Agency has
entered an amount for "Reimbursement For Third Party Damage" in the proposal to become a
part of the total bid by the Contractor.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1-07.16(1) Private/Public Property
This section is revised to read:
The Contractor shall not use Contracting Agency owned or controlled property other than that
directly affected by the contract work without the approval of the Engineer. If the Engineer
grants such approval, the Contractor shall then vacate the area when ordered to do so by the
Engineer. Approval to temporarily use the property shall not create any entitlement to further
use or to compensation for any conditions or requirements imposed.
The Contractor shall protect private or public property on or in the vicinity of the work site. The
Contractor shall ensure that it is not removed, damaged, destroyed, or prevented from being
used unless the contract so specifies.
Property includes land, utilities, trees, landscaping, improvements legally on the right-of-way,
markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and
other property of all description whether shown on the plans or not.
If the Engineer orders , or if otherwise necessary, the Contractor shall install protection,
acceptable to the Engineer, for property such as that listed in the previous paragraph. The
Contractor is responsible for locating and protecting all property that is subject to damage by
the construction operation.
If the Contractor (or agents/employees of the Contractor) damage, destroy, or interfere with
the use of such property, the Contractor shall restore it to original condition. The Contractor
shall also halt any interference with the property's use. If the Contractor refuses or does not
respond immediately, the Engineer may have such property restored by other means and
subtract the cost from money that will be or is due the Contractor.
The Contractor may access the worksite from adjacent properties. The Contractor shall not
use or allow others to use this access to merge with public traffic. During non-working hours,
the Contractor shall provide a physical barrier that is either locked or physically unable to be
moved without equipment. The access shall not go through any existing structures. The
access may go through fencing. The Contractor shall control or prevent animals from entering
the worksite to the same degree that they were controlled before the fence was removed. The
Contractor shall prevent persons not involved in the contract work from entering the worksite
through the access or through trails and pathways intersected by the access. If the contract
documents require that existing trails or pathways be maintained during construction, the
Contractor will insure the safe passage of trail or pathway users. The Contractor shall
effectively control airborne particulates that are generated by use of the access. The location
and use of the access shall not adversely affect wetlands or sensitive areas in any manner.
The Contractor shall be responsible for obtaining all haul road agreements, permits and/or
easements associated with the access. The Contractor shall replace any fence, repair any
damage and restore the site to its original state when the access is no longer needed. The
Contractor shall bear all costs associated with this worksite access.
1-07.16(2) Vegetation Protection and Restoration
The new paragraph below is inserted to follow the third paragraph:
Any pruning activity required to complete the work as specified shall be performed by persons
qualified as a Certified Arborist at the direction of the Engineer.
In the fifth paragraph, "Guicle for Plant Appraisal, Eighth Edition" is revised to read "Guide for Plant
Appraisal, Current Edition".
1-07.16(3) Fences, Mailboxes, Incidentals
The first sentence in the first paragraph is revised to read:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The Contractor shall maintain any temporary fencing to prevent pedestrians from entering the
worksite and to preserve livestock, crops, or property when working through or adjacent to
private property.
1-07.18 Public Liability and Property Damage Insurance
This section is revised to read:
The Contractor shall obtain and keep in force the following policies of insurance. The policies
shall be with companies or through sources approved by the State Insurance Commissioner
pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept
in force from the execution date of the contract until the date of acceptance by the Secretary
(Section 1-05.12).
1. Owners and Contractors Protective Insurance providing bodily injury and property
damage liability coverage with limits of $3,000,000 per occurrence and in the aggregate
for each policy period, written on Insurance Services Office (ISO) form CG0009 together
with Washington State Department of Transportation Amendatory Endorsement No. CG
29 08, specifying the State of Washington as a named insured.
The Contractor may choose to terminate this insurance after the date of Substantial
Completion as determined by the Engineer or, should Substantial Completion not be
achieved, after the date of Physical Completion as determined by the Engineer. In the
event the Contractor elects to terminate this coverage, prior to acceptance of the contract,
the Contractor shall first obtain an endorsement to the Commercial General Liability
Insurance described below that establishes the Contracting Agency on that policy as an
additional insured.
2. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent
with minimum limits of $3,000,000 per occurrence and in the aggregate for each policy
period. This protection may be a CGL policy or any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than $3,000,000.
Products and completed operations coverage shall be provided for a period of one year
following final acceptance of the work.
3. Commercial Automobile Liability Insurance providing bodily injury and property damage
liability coverage for all owned and nonowned vehicles assigned to or used in the
performance of the work with a combined single limit of not less than $1,000,000 each
occurrence with the State named as an additional insured in connection with the
Contractor's Performance of the contract.
The Owners and Contractors Protective Insurance policy shall not be subject to a deductible
or contain provisions for a deductible. The Commercial General Liability policy and the
Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor,
contain such provisions. If a deductible applies to any claim under these policies, then
payment of that deductible will be the responsibility of the Contractor, notwithstanding any
claim of liability against the Contracting Agency. However in no event shall any provision for a
deductible provide for a deductible in excess of $50,000.00.
Prior to contract execution, the Contractor shall file with the Department of Transportation,
Contract Payment Section, P.O. Box 47420, Olympia, WA 98504-7420, ACORD Form
Certificates of Insurance evidencing the minimum insurance coverages required under these
specifications.
All insurance policies and Certificates of Insurance shall include a requirement providing for a
minimum of 45 days prior written notice to the Contracting Agency of any cancellation .or
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
reduction of coverage. All insurance coverage required by this section shall be written and
provided by "occurrence-based" policy forms rather than by "claims made" forms.
Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract upon which the Contracting Agency 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 Contracting Agency on demand, or
at the sole discretion of the Contracting Agency, offset against funds due the Contractor from
the Contracting Agency.
All costs for insurance, including any payments of deductible amounts, shall be considered
incidental to and included in the unit contract prices and no additional payment will be made.
1-07.23(1) Construction Under Traffic
The first paragraph is supplemented with the following:
The Contractor shall enter interstate highways only through legal movements from existing
roads, streets, and through other access points specifically allowed by the contract
documents.
The fourth sentence in the second paragraph is revised to read:
Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor,
when ordered by the Engineer, at the Contracting Agency's expense.
In the sixth paragraph, 3. "C", the first sentence is revised to read:
Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off
with 2 feet between the drop-off and the back of the barrier and a new edge of pavement
stripe a minimum of 2 feet from the face of the barrier.
SECTION 1-09, MEASUREMENT AND PAYMENT
April 5, 2004
1-09.6 Force Account
On page 1-91, under "For Labor", the fourth and fifth sentences in the second paragraph
are deleted.
1-09.7 Mobilization
Under the second paragraph, item 3 is revised to read:
When the substantial completion date has been established for the project, payment of any
amount bid for mobilization in excess of 10 percent of the total original contract amount will be
paid.
SECTION 1-10, TEMPORARY TRAFFIC CONTROL
December 6, 2004
Section 1-10 is revised in its entirety to read:
1-10.1 General
The Contractor, utilizing contractor labor and contractor-provided equipment and materials
(except when such labor, equipment or materials are to be provided by the Contracting
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Agency as specifically identified herein), shall plan, manage, supervise and perform all
temporary traffic control activities needed to support the work of the contract.
1-10.1 (1) Materials
Materials shall meet the requirements of the following sections:
Stop/Slow Paddles
Construction Signs
Wood Sign Posts
Sequential Arrow Signs
Portable Changeable Message Signs
Barricades
Traffic Safety Drums
Barrier Drums
Traffic Cones
Tubular Markers
Warning Lights and Flashers
Truck-Mounted Attenuator
9-35.1
9-35.2
9-35.3
9-35.4
9-35.5
9-35.6
9-35.7
9-35.8
9-35.9
9-35.10
9-35.11
9-35.12
1-10.1 (2) Description
The Contractor shall provide flaggers, spotters and all other personnel required for labor for
traffic control activities and not otherwise specified as being furnished by the Contracting
Agency. "'
The Contractor shall perform all procedures necessary to support the contract work.
The Contractor shall provide signs and other traffic control devices not otherwise specified as
being furnished by the Contracting Agency. The Contractor shall erect and maintain all
construction signs, warning signs, detour signs, and other traffic control devices necessary to
warn and protect the public at all times from injury or damage as a result of the Contractor's
operations which may occur on or adjacent to highways, roads, or streets. No work shall be
done on or adjacent to the roadway until all necessary signs and traffic control devices are in
place.
The traffic control resources and activities described shall be used for the safety of the public,
of the Contractor's employees, and of the Contracting Agency's personnel and to facilitate the
movement of the traveling public. Traffic control resources and activities may be used for the
separation or merging of public and construction traffic when such use is in accordance with a
specific approved traffic control plan.
Upon failure of the Contractor to immediately provide flaggers; erect, maintain, and remove
signs; or provide, erect, maintain, and remove other traffic control devices when ordered to do
so by the Engineer, the Contracting Agency may, without further notice to the Contractor or
the Surety, perform any of the above and deduct all of the costs from the Contractor's
payments.
The Contractor shall be responsible for providing adequate labor, sufficient signs, and other
traffic control devices, and for performing traffic control procedures needed for the protection
of the work and the public at all times regardless of whether or not the labor, devices or
procedures have been ordered by the Engineer, furnished by the Contracting Agency, or paid
for by the Contracting Agency.
Wherever possible when performing contract work, the Contractor's equipment shall follow
normal and legal traffic movements. The Contractor's ingress and egress of the work area
shall be accomplished with as little disruption to traffic as possible. Traffic control devices
shall be removed by picking up the devices in a reverse sequence to that used for Installation.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
This may require moving backwards through the workzone. When located behind barrier or at
other locations shown on approved traffic control plans, equipment may operate in a direction
opposite to adjacent traffic.
The Contractor is advised that the Contracting Agency may have entered into operating
agreements with one or more law enforcement organizations for cooperative activities. Under
such agreements, at the sole discretion of the Contracting Agency, law enforcement personnel
may enter the workzone for enforcement purposes and may participate in the Contractor's
traffic control activities. The responsibility under the contract for all traffic control resides with
the Contractor and any such participation by law enforcement personnel in Contractor traffic
control activities will be referenced in the Special Provisions or will be preceded by an
agreement and, if appropriate, a cost adjustment. Nothing in this contract is intended to create
an entitlement, on the part of the Contractor, to the services or participation of the law
enforcement organization.
1-10.2 Traffic Control Management
1-10.2(1) General
It is the Contractor's responsibility to plan, conduct and safely perform the work. The
Contractor shall manage temporary traffic control with his or her own staff. Traffic control
management responsibilities shall be formally assigned to one or more company supervisors
who are actively involved in the planning and management of field contract activities. The
Contractor shall provide the Engineer with a copy of the formal assignment. The duties of
traffic control management may not be subcontracted.
The Contractor shall designate an individual or individuals to perform the duties of the primary
Traffic Control Supervisor (TCS). The designation shall also identify an alternate TCS who
can assume the duties of the primary TCS in the event of that person's inability to perform.
The TCS shall be responsible for safe implementation of approved Traffic Control Plans
provided by the Contractor.
The designated individuals shall be certified as worksite traffic control supervisors by one of
the organizations listed in the Special Provisions. Possession of a current flagging card by the
TCS is mandatory. A traffic control management assignment and a TCS designation are
required on all projects that will utilize traffic control.
The Contractor shall maintain 24-hour telephone numbers at which the Contractor's assigned
traffic control management personnel and the TCS can be contacted and be available upon
the Engineer's request at other than normal working hours. These persons shall have the
resources, ability and authority to expeditiously correct any deficiency in the traffic control
system.
1-10.2(1)A Traffic Control Management
The responsibilities of the Contractor's traffic control management personnel shall include:
1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) to
ensure that proper safety and traffic control measures are implemented and
consistent with the specific requirements created by the Contractor's workzones and
the Contract. Some form of oversight shall be in place and effective even when the
traffic control management personnel are not present at the jobsite.
2. Providing the Contractor's designated TCS with approved Traffic Control Plans
(TCPs) which are compatible with the work operations and traffic control for which
they will be implemented. Having the latest adopted edition of the Manual On
Uniform Traffic Control Devices for Streets and Highways (MUTeD,) including the
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Washington State Modifications to the MUTCD and applicable standards and
specifications available at all times on the project.
3. Discussing proposed traffic control measures and coordinating implementation of the
Contractor-adopted traffic control plan(s) with the Engineer.
4. Coordinating all traffic control operations, including those of subcontractors and
suppliers, with each other and with any adjacent construction or maintenance
operations.
5. Coordinating the project's activities (such as ramp closures, road closures, and lane
closures) with appropriate police, fire control agencies, city or county engineering,
medical emergency agencies, school districts, and transit companies.
6. Overseeing all requirements of the contract that contribute to the convenience,
safety, and orderly movement of vehicular and pedestrian traffic.
7. Reviewing the TCS's diaries daily and being aware of field traffic control operations.
8. Being present on-site a sufficient amount of time to adequately satisfy the above-
listed responsibilities.
Failure to carry out any of the above-listed responsibilities shall be a failure to comply with the
contract and may result in a suspension of work as described in Section 1-08.6.
1-10.2(1)8 Traffic Control Supervisor
A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or
spotting or other traffic control labor is being utilized or less frequently, as authorized by the
Engineer.
The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS
shall be available to the job site within a 45-minute time period after notification by the
Engineer.
The TCS's duties shall include:
1. Having a current set of approved traffic control plans (TCPs), applicable contract
provisions as provided by the Contractor, the latest adopted edition of the MUTCD,
including the Washington State Modifications to the MUTCD, the book Quality
Guidelines for Work Zone Traffic Control Devices, and applicable standards and
specifications.
2. Inspecting traffic control devices and nighttime lighting for proper location,
installation, message, cleanliness, and effect on the traveling public. Traffic control
devices shall be inspected at least once per hour during working hours except that
Class A signs and nighttime lighting need to be checked only once a week. Traffic
control devices left in place for 24 hours or more shall also be inspected once during
the nonworking hours when they are initially set up (during daylight or darkness,
whichever is opposite of the working hours). The TCS shall correct, or arrange to
have corrected, any deficiencies noted during these inspections.
3. Preparing a daily traffic control diary on each day that traffic control is performed
using DOT Forms 421-040A and 421-040B, and submitting them to the Engineer no
later than the end of the next working day. The Contractor may use alternate forms if
approved by the Engineer. Diary entries shall include, but not be limited to:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
a. Time of day when signs and traffic control devices are installed and
removed,
b. Location and condition of signs and traffic control devices,
c. Revisions to the traffic control plan,
d. Lighting utilized at night, and
e. Observations of traffic conditions.
4. Making minor revisions to the traffic control plan to accommodate site conditions
provided that the original intent of the traffic control plan is maintained and the
revision has the concurrence of both the Contractor and the Engineer.
5. Attending traffic control coordinating meetings or coordination activities as necessary
for full understanding and effective performance.
6. Ensuring that all needed traffic control devices and equipment are available and in
good working condition prior to the need to install or utilize them.
The TCS may perform the work described in Section 1-10.3(1)A Flaggers and Spotters or in
Section 1-10.3(1)8 Other Traffic Control Labor provided that the duties of the TCS are
accomplished.
1-10.2(2) Traffic Control Plans
The traffic control plan or plans appearing in the contract documents show a method of
handling traffic. All construction signs, flaggers, spotters and other traffic control devices are
shown on the traffic control plan(s) except for emergency situations. Where mainline contract
traffic control plans are developed with the intent of operating without the use of flaggers or
spotters, the plans shall contain a note that states, "NO FLAGGERS OR SPOTTERS". The
use of flaggers or spotters to supplement these traffic control plans will not be allowed except
in a case where no other means of traffic control can be used or in the event of an emergency.
If the Contractor proposes the use of flaggers or spotters with one of these plans, this will
constitute a modification requiring approval by the Engineer. The modified plans shall show
locations for all the required advance warning signs and a safe, protected location for the
flagging station. If flagging is to be performed during hours of darkness, the plan shall include
appropriate illumination for the flagging station.
When the Contractor's chosen method of performing the work in the contract requires some
form of temporary traffic control, the Contractor shall either: (1.) designate and adopt, in
writing, the traffic control plan or plans from the contract documents that support that method;
or (2.) submit a Contractor's plan that modifies, supplements or replaces a plan from the
contract documents. Any Contractor-proposed modification, supplement or replacement shall
show the necessary construction signs, flaggers, spotters and other traffic control devices
required to support the work. Any Contractor-proposed traffic control plan shall conform to the
established standards for plan development as shown in the MUTCD, Part VI. The
Contractor's submittal, either designating and adopting a traffic control plan from the contract
documents or proposing a Contractor-developed plan, shall be provided to the Engineer for
approval at least ten calendar days in advance of the time the signs and other traffic control
devices are scheduled to be installed and utilized. The Contractor shall be solely responsible
for submitting any proposed traffic control plan or modification, obtaining the Engineer's
approval and providing copies of the approved Traffic Control Plans to the Traffic Control
Supervisor.
1-10.2(3) Conformance to Established Standards
Flagging, signs, and all other traffic control devices and procedures furnished or provided shall
conform to the standards established in the latest WSDOT adopted edition of the Manual On
Uniform Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S.
Department of Transportation and the Washington State Modifications to the MUTCD.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Judgment of the quality of devices furnished will be based upon Quality Guidelines for Work
Zone Traffic Control Devices, published by the American Traffic Safety Services Association.
Copies of the MUTCD and Quality Guidelines for Work Zone Traffic Control Devices may be
purchased from the American Traffic Safety Services Association, 15 Riverside Parkway,
Suite 100, Fredericksburg, Virginia 22406-1022. The Washington State Modifications to the
MUTCD may be obtained from the Department of Transportation, Olympia, Washington
98504.
In addition to the standards of the MUTCD described above, the Contracting Agency has
scheduled the implementation of crashworthiness requirements for most workzone devices.
The National Cooperative Highway Research Project (NCHRP) Report 350 has established
requirements for crash testing. Workzone devices are divided into four categories. Each of
those categories and, where applicable, the schedule for implementation is described below:
Category 1 includes those items that are small and lightweight, channelizing, and delineating
devices that have been in common use for many years and are known to be crashworthy by
crash testing of similar devices or years of demonstrable safe performance. These include
cones, tubular markers, flexible delineator posts, and plastic drums. All Category 1 devices
used on the project shall meet the requirements of NCHRP 350 as certified by the
manufacturer of the device.
Category 2 includes devices that are not expected to produce significant vehicular velocity
change, but may otherwise be hazardous. Examples of this class are barricades, portable
sign supports and signs, intrusion alarms and vertical panels. All new Category 2 devices
purchased after October 1, 2000 shall meet the requirements of NCHRP 350. Existing
equipment, purchased prior to October 1, 2000, may be used on the project until December
31, 2007. For the purpose of definition, a sign support and sign shall be considered a single
unit. A new sign may be purchased for an existing sign support and the entire unit will be
defined as "existing equipment."
Category 3 is for hardware expected to cause significant velocity changes or other potentially
harmful reactions to impacting vehicles. Barriers, fixed sign supports, crash cushions, truck
mounted attenuators (TMA's) and other work zone devices not meeting the definitions of
Category 1 or 2 are examples from this category. Many Category 3 devices are defined in the
design of the project. Where this is the case, NCHRP 350 requirements have been
incorporated into the design and the Contractor complies with the requirements by
constructing devices according to the plans and specifications. Where the device is a product
chosen by the Contractor, the device chosen must be compliant with the requirements of
NCHRP 350.
Category 4 includes portable or trailer-mounted devices such as arrow displays, temporary
traffic signals, area lighting supports, and portable changeable message signs. There is
presently no implementation schedule for mandatory crashworthiness compliance for these
devices.
The condition of signs and traffic control devices shall be acceptable or marginal as defined in
the book Quality Guidelines for Work Zone Traffic Control Devices, and will be accepted
based on a visual inspection by the Engineer. The Engineer's decision on the condition of a
sign or traffic control device shall be final. A sign or traffic control device determined to be
unacceptable shall be remove.d from the project and replaced within 12 hours of notification.
1-10.3 Traffic Control Labor, Procedures and Devices
1-10.3(1) Traffic Control Labor
The Contractor shall furnish all personnel for flagging, spotting, for the execution of all
procedures related to temporary traffic control and for the setup, maintenance and removal of
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
all temporary traffic control devices and construction signs necessary to control traffic during
construction operations.
Workers engaged as f1aggers or spotters shall wear reflective vests and hard hats. During
hours of darkness, white coveralls or white or yellow rain gear shall also be worn. The vests
and other apparel shall be in conformance with Section 1-07.8.
1-10.3(1)A Flaggers and Spotters
Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All f1aggers and spotters shall possess a current flagging
card issued by the State of Washington, Oregon, Montana, or Idaho. The flagging card shall
be immediately available and shown to the Contracting Agency upon request.
Flagging stations shall be shown on Traffic Control Plans at locations where construction
operations require stopping or diverting public traffic. Flagging stations shall be staffed only
when flagging is required. This staffing may be continuous or intermittent, depending on the
nature of the construction activity. Whenever a f1agger is not required to stop or divert traffic,
the flagger shall move away from the flagging station to a safer location. During hours of
darkness, flagging stations shall be illuminated in a manner that insures that f1aggers can
easily be seen but that does not cause glare to the traveling public. Flaggers shall be
equipped with portable two-way radios, with a range suitable for the project. The radios shall
be capable of having direct contact with project management (foremen, superintendents, etc.).
The Contractor shall furnish the MUTCD standard Stop/Slow paddles for all flagging
operations. The specification for Stop/Slow paddles in Section 9-35.1 requires 24" paddles
and all new paddles purchased for the project shall conform to those provisions. Previously
specified 18" paddles may be used at the request of the Contractor until December 31, 2005.
Spotting stations shall be shown on Traffic Control Plans at locations where a spotter can
detect errant drivers or other hazards and provide an effective warning to other workers.
Spotting stations will not be allowed at locations where the spotter will be in unnecessary
danger. The Contractor shall furnish noise-makers or other effective warning devices for
spotting operations. The duties of a spotter shall not include flagging.
1-10.3(1)8 Other Traffic Control Labor
In addition to flagging or spotting duties, the Contractor shall provide personnel for all other
traffic control procedures required by the construction operations and for the labor to install,
maintain and remove any traffic control devices shown on Traffic Control Plans.
1-10.3(2) Traffic Control Procedures
1-10.3(2)A One-Way Traffic Control
The project work may require that traffic be maintained on a portion of the roadway during the
progress of the work using one-way traffic control. If this is the case, the Contractor's
operation shall be confined to one-half the roadway, permitting traffic on the other half. If
shown on an approved traffic control plan or directed by the Engineer, one-way traffic control,
in accordance with the MUTCD, shall be provided and shall also conform to the following
requirements:
In anyone-way traffic control configuration, side roads and approaches will be closed or
controlled by a flagger or by appropriate approved signing. A side road f1agger will coordinate
with end flaggers where there is line of sight and with the pilot car where the end flaggers
cannot be seen.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Queues of vehicles will be allowed to take turns passing through the workzone in the single
open lane. When one-way traffic control is in 'effect, Contractor vehicles shall not use the
open traffic lane except while following the same rules and routes required of the public traffic.
As conditions permit, the Contractor shall, at the end of each day, leave the work area in such
condition that it can be traveled without damage to the work, without danger to traffic, and
without one-way traffic control. If, in the opinion of the Engineer, one-way traffic control cannot
be dispensed with after working hours, then the operation will be continued throughout the
non-working hours.
1-10.3(2)8 Rolling Slowdown
For work operations on multi-lane roadways that necessitate short-term roadway closures of
15 minutes or less, the Contractor may implement a rolling slowdown. Where included in an
approved traffic control plan, a rolling slowdown shall be accomplished using one traffic control
vehicle with flashing amber lights for each lane to be slowed down plus one control vehicle to
serve as a chase vehicle for traffic ahead of the blockade. The traffic control vehicles shall
enter the roadway and form a moving blockade to reduce traffic speeds and create a clear
area in front of the moving blockade to accomplish the work without a total stoppage of traffic.
A portable changeable message sign shall be placed ahead of the starting point of the traffic
control to warn traffic of the slowdown. The sign shall be placed far enough ahead of the work
to avoid any expected backup of vehicles.
The location where the traffic control vehicles shall begin the slowdown and the speed at
which the moving blockade will be allowed to travel will be calculated to accommodate the
estimated time needed for closure. The chase control vehicle shall follow the slowest vehicle
ahead of the blockade. When the chase vehicle passes, the Contractor may begin the work
operation. In the event that the work operation is not completed when the moving blockade
reaches the site, all work except that necessary to clear the roadway shall cease immediately
and the roadway shall be cleared and reopened as soon as possible.
All ramps and entrances to the roadway between the moving blockade and work operation
shall be temporarily closed using flaggers. Radio communications between the work
operation and the moving blockade shall be established and utilized to adjust the speed of the
blockade to accommodate the closure time needed.
1-10.3(2)C Lane Closure SetuplTakedown
Where allowed by the contract and where shown on approved traffic control plans or directed
by the Engineer, the Contractor shall set up traffic control measures to close one or more
lanes of a multi-lane facility. When this is to occur, the following sequence shall be followed:
1. Advance warning signs are set up on the shoulder of the roadway opposite the lane
to be closed,
2. Advance warning signs are set up on the same shoulder as the lane to be closed,
3. A truck-mounted attenuator, with arrow board, is moved into place at the beginning of
the closure taper,
4. Channelization devices are placed to mark the taper and the length of the closure as
shown on the traffic control plan.
Once the lane is closed, the TMAlarrow board combination may be replaced with an
arrow board without attenuator.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
If additional lanes are to be closed, this shall be done in sequence with previous lane closures
using the same sequence of activities. A truck-mounted attenuator with arrow board is
required during the process of closing each additional lane and may be replaced with an arrow
board without attenuator after the lane is closed. Each closed lane shall be marked with a
separate arrow board at all times.
Traffic control for lane closures shall be removed in the reverse order of its installation.
1-10.3(2)0 Mobile Operations
Where construction operations are such that movement along the length of a roadway is
continuous or near-continuous to the extent that a stationary traffic control layout will not be
effective, the Contractor shall implement a moving, or mobile, traffic control scheme. Such
moving control shall always be conducted in the same direction as the adjacent traffic.
Where shown on an approved traffic control plan or where directed by the Engineer, mobile
traffic control shall consist of portable equipment, moving with the operation. A portable
changeable message sign shall be established in advance of the operation, far enough back
to provide warning of both the operation and of any queue of traffic that has formed during the
operation. The advance sign shall be continuously moved to stay near the back of the queue
at all times. A truck-mounted attenuator, with arrow board, shall be positioned and maintained
at a fixed distance upstream of the work. A shadow vehicle, with truck-mounted attenuator
shall be positioned and maintained immediately upstream of the work.
1-10.3(2)E Patrol & Maintain Traffic Control Measures
At all times, when temporary traffic control measures are in place, the Contractor shall provide
for patrolling and maintaining these measures. The work shall consist of resetting mislocated
devices, assuring visibility of all devices, cleaning and repairing where necessary, providing
maintenance for all equipment, including replacing batteries and light bulbs as well as keeping
motorized and electronic items functioning, and adjusting the location of devices to respond to
actual conditions, such as queue length, unanticipated traffic conflicts and other areas where
planned traffic control has proven ineffective.
This work shall be performed by the Contractor, either by or under the direction of the Traffic
Control Supervisor. Personnel, with vehicles if necessary, shall be dispatched so that all
traffic control can be reviewed at least once per hour during working hours and at least once
during each non-working day.
1-10.3(3) Traffic Control Devices
1-10.3(3)A Construction Signs
All construction signs required by approved traffic control plans, as well as any other
appropriate signs directed by the Engineer shall be furnished by the Contractor. The
Contractor shall provide the posts or supports and erect and maintain the signs in a clean,
neat, and presentable condition until the need for them has ended. Post mounted signs shall
be installed as shown in Standard Plans G-1 and G-4a. Sign attachment to posts shall
conform to the applicable detail shown in Standard Plan G-9b. When the need for
construction signs has ended, the Contractor, upon approval of the Engineer, shall remove all
signs, posts, and supports from the project and they shall remain the property of the
Contractor.
No passing zones on the existing roadway that are marked with paint striping and which
striping IS to be obliterated by construction operations shall be replaced by "Do Not Pass" and
"Pass With Care" signs. The Contractor shall provide and install the posts and signs. The
signs shall be maintained by the Contractor until they are removed or until the contract is
physically completed. When the project includes striping by the Contractor, the signs and
posts shall be removed by the Contractor when the no passing zones are reestablished by
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
striping. The signs and posts will become the property of the Contractor. When the
Contractor is not responsible for striping and when the striping by others is not completed
when the project is physically completed, the posts and signs shall be left in place and shall
become the property of the Contracting Agency.
All existing signs, new permanent signs installed under this contract, and construction signs
installed under this contract that are inappropriate for the traffic configuration at a given time
shall be removed or completely covered with metal, plywood, or an Engineer approved
product specifically manufactured for sign covering during periods when they are not needed.
Construction signs will be divided into two classes. Class A construction signs are those signs
that remain in service throughout the construction or during a major phase of the work. They
are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent
nature. Class A signs will be designated as such on the approved Traffic Control Plan. "Do
Not Pass" and "Pass With Care" signs are classified as Class A construction signs. Sign and
support installation for Class A signs shall be in accordance with the Contract Plans or the
Standard Plans. Class B construction signs are those signs that are placed and removed
daily, or are used for short durations which may extend for one or more days. They are
mounted on portable or temporary mountings.
Where it is necessary to add weight to signs for stability, the only allowed method will be a bag
of sand that will rupture on impact. The bag of sand shall have a maximum weight of 40
pounds, and shall be suspended no more than 1 foot from the ground.
Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer
deems to be unacceptable while their use is required on the project shall be replaced by the
Contractor.
1-10.3(3)8 Sequential Arrow Signs
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, operate and maintain sequential arrow signs. In some locations, the
sign will be shown as a unit with an attenuator. In other locations, the plan will indicate a
stand-alone unit.
1-10.3(3)C Portable Changeable Message Sign
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, operate and maintain portable changeable message signs. These
signs shall be available, on-site, for the entire duration of their projected use.
1-10.3(3)0 Barricades
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, install and maintain barricades. Barricades shall be kept in good
repair and shall be removed immediately when, in the opinion of the Engineer, they are no
longer functioning as designed.
Where it is necessary to add weight to barricades for stability, the only allowed method will be
a bag of sand that will rupture on impact. The bag of sand shall have a maximum weight of 40
pounds, and shall be suspended no more than 1 foot from the ground.
1-10.3(3)E Traffic Safety Drums
Where shown on an approved Traffic Control Plan, or where ordered by the Engineer, the
Contractor shall provide, install and maintain traffic safety drums.
Used drums may be utilized, provided all drums used on the project are of essentially the
same configuration.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
The drums shall be designed to resist overturning by means of a weighted lower unit that will
separate from the drum when impacted by a vehicle.
Drums shall be regularly maintained to ensure that they are clean and that the drum and
reflective material are in good condition. If the Engineer determines that a drum has been
damaged beyond usefulness, or provides inadequate reflectivity, a replacement drum shall be
furnished.
When the Engineer determines that the drums are no longer required, they shall be removed
from the project and shall remain the property of the Contractor.
1-10.3(3)F Barrier Drums
Where shown on approved Traffic Control Plans and as ordered by the Engineer, barrier
drums shall be placed on temporary concrete barrier at the following approximate spacing:
Concrete Barrier
Placement
Tangents ~ mile or less 1
Tangents greater than ~ mile 1
2
Tapers and Curves
Barrier Drum
Spacing in Feet
2 times posted speed limit
4 times posted speed limit
posted speed limit
Note 1 A minimum of 3 barrier drums shall be used.
Note 2 A minimum of 5 barrier drums shall be used.
Temporary concrete barrier reflectors may be excluded when using barrier drums.
Both legs of the barrier drums shall be completely filled with sand. The top oval should not be
filled.
Used barrier drums may be used, provided all barrier drums used on the project are of
essentially the same configuration.
Barrier drums shall be regularly maintained to ensure that they are clean and that the barrier
drum and reflective material are in good condition. If the Engineer determines that a barrier
drum has been damaged beyond usefulness, or provides inadequate reflectivity, a
replacement barrier drum shall be furnished.
When the Engineer determines that the drums are no longer required, they shall be removed
from the project and shall remain the property of the Contractor.
1-10.3(3)G Traffic Cones
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, install and maintain traffic cones. Cones shall be kept in good repair
and shall be removed immediately when directed by the Engineer. Where wind or moving
traffic frequently displace cones, an effective method of stabilizing cones, such as stacking two
together at each location, shall be employed.
1-10.3(3)H Tubular Markers
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, install and maintain tubular markers. Tubular markers shall be kept
in good repair and shall be removed immediately when directed by the Engineer. Tubular
markers are secondary devices and are not to be used as substitutes for cones or other
delineation devices without an approved traffic control plan.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Where the Traffic Control Plan shows pavement-mounted tubular markers, the adhesive used
to fasten the base to the pavement shall be suitable for the purpose, as approved by the
Engineer. During the removal of pavement-mounted tubular markers, care shall be taken to
avoid damage to the existing pavement. Any such damage shall be repaired by the
Contractor at no cost to the Contracting Agency.
1-10.3(3)1 Warning Lights and Flashers
Where shown attached to traffic control devices on an approved traffic control plan or where
ordered by the Engineer, the Contractor shall provi(je and maintain flashing warning lights.
Lights attached to advance warning signs shall be Type 8, high-intensity. Lights attached to
traffic safety drums, barricades or other signs shall be Type C, steady-burning low intensity or,
where attention is to be directed to a specific device, Type A, flashing low-intensity units.
1-10.3(3)J Truck-Mounted Attenuator
Where shown on an approved traffic control plan or where ordered by the Engineer, the
Contractor shall provide, operate and maintain truck-mounted impact attenuators (TMA).
These attenuators shall be available, on-site, for the entire duration of their projected use.
The TMA shall be positioned to separate and protect construction workzone activities from
normal traffic flow.
During use, the attenuator shall be in the full down-and-Iocked position. For stationary
operations, the truck's parking brake shall be set.
1-10.4 Measurement
1-10.4(1) Lump Sum Bid for Project (No Unit Items)
When the bid proposal contains the item "Project Temporary Traffic Control", there will be no
measurement of unit items for work defined by Section 1-10 except as described in Section 1-
10.4(3). Also, except as described in Section 1-10.4(3), all of Sections 1-10.4(2) and 1-10.5(2)
is deleted.
No specific unit of measurement will apply to the lump sum item of "Project Temporary Traffic
Control."
1-10.4(2) Item Bids with Lump Sum for Incidentals
When the bid proposal does not contain the item "Project Temporary Traffic Control", Sections
1-10.4(1) and 1-10.5(1) are deleted and the bid proposal will contain some or all of the
following items, measured as noted.
No specific unit of measurement will apply to the lump sum item of "Traffic Control
Supervisor."
"Flaggers and Spotters" will be measured by the hour. Hours will be measured for each
flagging or spotting station, shown on an approved Traffic Control Plan, when that station is
staffed in accordance with Section 1-10.3(1)A. When a flagging station is staffed on an
intermittent basis, no deduction will be made in measured hours provided that the person
staffing the station is in a standby mode and is not performing other duties.
"Other Traffic Control Labor" will be measured by the hour. With the exception of patrolling
and maintaining, hours will be measured for each person engaged in anyone of the following
activities:
. Operating a pilot vehicle during one-way piloted traffic control.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. Operating a traffic control vehicle or a chase vehicle during a rolling slowdown
operation.
. Operating a vehicle or placing/removing traffic control devices during the setup or
takedown of a lane closure. Performing preliminary work to prepare for placing and
removing these devices.
. Operating any of the moving traffic control equipment, or adjusting signing during a
mobile 9peration as described in Section 1-10.3(2)0.
. Patrolling and maintaining traffic control measures as described in Section 1-
10.3(2)E. The hours of one person will be measured for each patrol route necessary
to accomplish the review frequency required by the provision, regardless of the
actual number of persons per route.
. Placing and removing Class B construction signs. Performing preliminary work to
prepare for placing and removing these signs.
. Relocation of Portable Changeable Message Signs within the project limits.
. Installing and removing Barricades, Traffic Safety Drums, Barrier Drums, Cones,
Tubular Markers and Warning Lights and Flashers to carry out approved Traffic
Control Plan(s). Performing preliminary work to prepare for installing these devices.
Time spent on activities other than those listed will not be measured under this item.
"Construction Signs, Class A" will be measured by the square foot of panel area for each sign
designated on an approved Traffic Control Plan as Class A or for each construction sign
installed as ordered by the Engineer and designated as Class A at the time of the order.
Class A signs may be used in more than one location and will be measured for each new
installation. Class B construction signs will not be measured. Sign posts or supports will not
be measured.
"Sequential Arrow Sign" will be measured by"the hour for the time that each sign is operating
as shown on an approved Traffic Control Plan or as directed by the Engineer.
"Portable Changeable Message Sign" will be measured per each one time only for each
portable changeable message sign used on the project. The final pay quantity shall be the
maximum number of such signs in place at anyone time as approved by the Engineer.
"Operation of Portable Changeable Message Sign" will be measured by the hour for each hour
of operation. The hours of operation will be determined by the Engineer. Hours of operation
in excess of those determined by the Engineer will be at the Contractor's expense.
"Truck Mounted Impact Attenuator" will be measured per each one time only for each truck
with mounted impact attenuator used on the project. The final pay quantity shall be the
maximum number of truck-mounted impact attenuators in place at anyone time.
"Operation of Truck-Mounted Impact Attenuator" will be measured by the hour for each truck-
mounted attenuator manned and operated. Manned and operated shall be when the truck-
mounted impact attenuator has an operator and is required to move, in operating position, with
the construction operation or when moving the TMA from one position to another on the
project.
No specific unit of measurement will apply to the force account item of "Repair Truck-Mounted
Impact Attenuator".
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
No specific unit of measurement will apply to the lump sum item of "Other Temporary Traffic
Control" .
1-10.4(3) Reinstating Unit Items with Lump Sum Traffic Control
The contract provisions may establish the project as lump sum, in accordance with Section 1-
10.4(1) and also include one or more of the items included above in Section 1-10.4(2). When
that occurs, the corresponding measurement provision in Section 1-10.4(2) is not deleted and
the work under that item will be measured as specified.
1-10.4(4) Owner-Provided Resources
The contract provisions may call for specific items of labor, materials or equipment, noted in
Section 1-10 as the responsibility of the Contractor, to be supplied by the Contracting Agency.
When this occurs, there will be no adjustment in measurement of unit quantities.
1-10.5 Payment
1-10.5(1) Lump Sum Bid for Project (No Unit Items)
"Project Temporary Traffic Control", lump sum.
The lump sum contract payment shall be full compensation for all costs incurred by the
Contractor in performing the contract work defined in Section 1-10, except for costs
compensated by bid proposal items inserted through contract provisions as described in
Section 1-10.4(3).
1-10.5(2) Item Bids with Lump Sum for Incidentals
"Traffic Control Supervisor", lump sum.
The lump sum contract payment shall be full compensation for all costs incurred by the
Contractor in performing the contract work defined in Section 1-1 0.2( 1 )8.
"Flaggers and Spotters", per hour.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the
Contractor in performing the contract work defined in Section 1-1 O.3( 1 )A.
"Other Traffic Control Labor", per hour.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all labor costs incurred by
the Contractor in performing the contract work specifically mentioned for this item in Section 1-
10.4(2).
"Construction Signs Class A", per square foot.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
and equipment incurred by the Contractor in performing the contract work described in Section
1-10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" signs must be left in place,
a change order, as described in Section 1-04.4, will be required.
"Sequential Arrow Sign", per hour.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
and equipment incurred by the Contractor in performing the contract work described in Section
1-10.3(3)8.
"Portable Changeable Message Sign", per each.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
and equipment incurred by the Contractor in procuring all portable changeable message signs
required for the project and for transporting these signs to and from the project.
"Operation of Portable Changeable Message Sign", per hour.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
and equipment incurred by the Contractor in performing the contract work described in Section
1-10.3(3)C except for costs compensated separately under the items "Other Traffic Control
Labor" and "Portable Changeable Message Sign".
"Truck-Mounted Impact Attenuator", per each.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
and equipment incurred by the Contractor in performing the contract work described in Section
1-10.3(3)J except for costs compensated separately under the items "Operation of Truck-
Mounted Impact Attenuator" and "Repair Truck-Mounted Impact Attenuator".
"Operation of Truck-Mounted Impact Attenuator", per hour.
The unit contract price, when applied to the number of units measured for this item in
accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials
and equipment incurred by the Contractor in operating truck-mounted impact attenuators on
the project.
"Repair Truck-Mounted Impact Attenuator", by force account.
All costs of repairing or replacing truck-mounted impact attenuators that are damaged by the
motoring public while in use as shown on an approved Traffic Control Plan will be paid for by
force account as specified in Section 1-09.6. To provide a common proposal for all bidders,
the Contracting Agency has estimated the amount of force account for "Repair Truck-Mounted
Impact Attenuator" and has entered the amount in the Proposal to become a part of the total
bid by the Contractor. Truck-mounted attenuators damaged due to the Contractor's operation
or damaged in any manner when not in use shall be repaired or replaced by the Contractor at
no expense to the Contracting Agency.
"Other Temporary Traffic Control", lump sum.
The lump sum contract payment shall be full compensation for all costs incurred by the
Contractor in performing the contract work defined in Section 1-10, and which costs are not
compensated by one of the above-listed items.
1-10.5(3) Reinstating Unit Items with Lump Sum Traffic Control
The contract provisions may establish the project as lump sum, in accordance with Section 1-
10.4(1) and also reinstate the measurement of one or more of the items described in Section
1-10.4(2). When that occurs, the corresponding payment provision in Section 1-10.5(2) is not
deleted and the work under that item will be paid as specified.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 1-99, APWA SUPPLEMENT
April 4, 2005
Section 1-04.2 (APWA Only) page 1-125
The second paragraph is revised 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,
4. Contract Plans,
5. Amendments to Division 1-99 APW A Supplement
6. Division 1-99 APW A Supplement
7. Amendments to the WSDOT/APWA Standard Specifications,
8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal
Construction
9. Contracting Agency's Standard Plans (if any)
10. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction
Section 1-07.18.4 (APWA Only) Page 1-134 and 1-135
This section is revised to read:
When the Contractor delivers the executed contract for the work to the Contracting Agency it
shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of
insurance meeting the requirements set forth above. The certificate must conform to the
following requirements:
An ACORD certificate Form 25-S, showing the insuring company, policy effective dates, limits
of liability and the Schedule of Forms and Endorsements.
A copy of the endorsement naming Contracting Agency and any other entities required by the
Contract Provisions as Additional Insured(s), and stating that coverage is primary and
noncontributory, showing the policy number, and signed by an authorized representative of the
insurance company on Form CG2010 (ISO) or equivalent.
The certificate(s) shall not contain the following or similar wording regarding cancellation
notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation
or liability of any kind upon the company."
Section 1-10 Temporary Traffic Control (APWA Only) page 141
This section is revised to read:
1-10.1(2) Description (APWA only)
The third paragraph is revised to read:
The Contractor shall provide flaggers, signs, and other traffic control devices not
otherwise specified as being furnished by the Contracting Agency. The Contractor shall
erect and maintain all construction signs, warning signs, detour signs, and other traffic
control devices necessary to warn and protect the public at all times from injury or
damage as a result of the Contractor's operations which may occur on highways, roads,
streets. sidewalks. or oaths. No work shall be done on or adjacent to any traveled way
until all necessary signs and traffic control devices are in place
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
April 5, 2004
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs
The section title is revised to read:
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
The first sentence is revised to read:
In removing pavement, sidewalks, curbs, and gutters, the Contractor shall:
Item 3 is revised to read:
3. Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter that is
to remain and the portion to be removed.
2-02.5 Payment
The second paragraph is revised to read:
If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal will be
paid for as part of the quantity removed in excavation.
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT
January 5, 2004
2-03.3(14)0 Compaction and Moisture Control Tests
This section is revised to read:
Maximum density and optimum moisture content shall be determined by one of the following
methods:
1. materials with less than 30 percent by weight retained on the U.S. NO.4 sieve shall
be determined using FOP for MSHTO T 99 Method A.
2. materials with 30 percent or more by weight retained on the U.S. NO.4 sieve and less
than 30 percent retained on the 3/4 inch sieve shall be determined by WSDOT Test
Method No. 606 or FOP for AASHTO T 180 Method D. The determination of which
test procedure to use will be made solely by the Contracting Agency.
3. materials with 30 percent or more retained on the 3/4 inch sieve shall be determined
by WSDOT Test Method No. 606.
In place density will be determined using Test Methods WSDOT FOP for AASHTO T 310 and
WSDOT SOP forT 615.
SECTION 2-09, STRUCTURE EXCAVATION
December 6, 2004
2-09.3(1)E Backfilling
The first paragraph under Timing is revised to read:
Backfill shall not be placed against any concrete structure until the concrete has attained 90
percent of its design strength and a minimum age of 14 days, except that reinforced concrete
retaining walls 15 feet in height or less may be backfilled after the wall has attained 90 percent
of its design compressive strength and curing requirements of Section 6-02.3(11) are met.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Footings and columns may be backfilled as soon as forms have been removed, so long as the
backfill is brought up evenly on all sides.
2-09.4 Measurement
In the third paragraph, the width for pipes 18 inches and over is revised to (1.5 x 1.0.) + 18 inches.
SECTION 2-10, DITCH EXCAVATION
April 5, 2004
2-10.1 Description
The second paragraph is supplemented with the following:
Ditches 8 or more feet wide at the bottom shall be constructed in accordance with the
requirements of Section 2-03.3(14)M.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 4-04, BALLAST AND CRUSHED SURFACING
January 5, 2004
4-04.3(5} Shaping and Compaction
In the first paragraph, the first sentence is revised to read:
Immediately following spreading and final shaping, each layer of surfacing shall be compacted
to at least 95 percent of the standard density determined by the requirements of Section 2-
03.3(14)0 before the next succeeding layer of surfacing or pavement is placed.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 5-04, HOT MIX ASPHALT
April 4, 2005
5-04.3(7)A Mix Design
The first paragraph "1. General", is revised to read: .
1. General. Prior to the production of HMA, the Contractor shall determine a design
aggregate structure and asphalt binder content in accordance with WSDOT Standard
Operating Procedure 732. Once the design aggregate structure and asphalt binder
content have been determined, the Contractor shall provide test data demonstrating that
the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6) on WSDOT HMA
Mix Design Submittal form 350-042. In no case shall the paving begin before the
determination of anti-strip requirements has been made.
5-04.3(8)A Acceptance Sampling and Testing - HMA Mixture
In Item 2 (Aggregates) the second sentence is revised to read:
The acceptance criteria for aggregate properties of sand equivalent, fine aggregate angularity
and fracture will be their conformance to the requirements of Section 9-03.8(2).
In item 3, C. (Test Results), the second and third paragraphs are revised to read:
Sublot sample test results (gradation and asphalt binder content) may be challenged by the
Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not
meet the verification tolerances, the test results in the test section including the percent air
voids (Va) may be challenged. To challenge test results, the Contractor shall submit a written
challenge within five working days after receipt of the specific test results. A split of the
original acceptance sample will be sent for testing to either the Region Materials Lab or the
State Materials Lab as determined by the Project Engineer. The split of the sample with
challenged results will not be tested with the same equipment or by the same tester that ran
the original acceptance test. The challenge sample will be tested for a complete gradation
analysis and for asphalt binder content.
The results of the challenge sample will be compared to the original results of the acceptance
sample test and evaluated according to the following criteria:
Deviation
U.S. NO.4 sieve and larger
U.S. NO.8 sieve
U.S. No. 200 sieve
Asphalt binder %
Va%
Percent passing :1:4.0
Percent passing :1:2.0
Percent passing :1:0.4
Percent binder content :1:0.3
Percent Va :1:0.7
Item 3, D. (Test Methods) is revised to read:
D. Test Methods
Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be by
WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt
binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of
gradation will be by W AQTC FOP for AASHTO T 27fT 11.
In item 3,E (Test Section - HMA Mixture) the first sentence in the third paragraph is revised to read:
For a test section to be acceptable, with or without a verified mix design, the pay factor (PFi)
for each of gradation, asphalt binder, VMA, VFA and Va shall be 0.95 or greater, and the
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
remaining test requirements in Section 9-03.8(2) (dust/asphalt ratio, sand equivalent, fine
aggregate angularity and fracture) shall conform to the requirements of that Section.
5-04.3(13) Surface Smoothness
In the first paragraph, the second sentence is revised to read:
The completed surface of the wearing course shall not vary more than 1/8 inch from the lower
edge of a 10-foot straightedge placed on the surface parallel to the centerline.
5-04.4 Measurement
The first sentence is revised to read:
HMA CL. _ PG _, HMA for _ CL. _ PG _, and Commercial HMA will be measured
by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of
asphalt binder, blending sand, mineral filler, or any other component of the mixture.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
August 2, 2004
7 -05.5 Payment
The sentence following "Catch Basin Type 2_ln. Diam.", per each" is deleted.
The following is inserted after "Concrete Inlet", per each":
All costs associated with furnishing and installing gravel backfill for bedding manholes, inlets
and catch basins shall be included in the unit contract price for the item installed.
The following is inserted after "Precast Concrete D rywe II" , per each.
"Combination Inlet", per each.
All costs associated with furnishing and installing gravel backfill for bedding manholes, inlets,
and catch basins shall be in the unit contract price for the item installed.
SECTION 7-12, VALVES FOR WATER MAINS
April 5, 2004
7 -12.3 Construction Requirements
In the third paragraph the reference to Section 7-10 is revised to Section 7-09.
In the fourth paragraph the reference to Section 7-11 is revised to Section 7-09.
SECTION 7-14, HYDRANTS
April 5, 2004
7-14.3(1) Setting Hydrants
In the third paragraph the reference to Section 7-11 is revised to Section 7-09.
7-14.3(6) Hydrant Extensions
The reference to Section 7-11 is revised to Section 7-09.
SECTION 7-15, SERVICE CONNECTIONS
April 5, 2004
7 -15.3 Construction Requirements
In the second paragraph the reference to Section 7-10 is revised to Section 7-09.
SECTION 7-17, SANITARY SEWERS
April 5, 2004
7-17.3(2)B Exfiltration Test
In the third paragraph, "Maximum leakage (in gallons per hour)" = 0.28 x ;/H x D x.!,
;/6 100.
7 -17 .3(2)C Infiltration Test
In the second paragraph, "Maximum leakage (in gallons per hour)" = 0.16 x "H x D x .l:
"2 100.
7-17.3(2)E Low Pressure Air Test for Sanitary Sewers Constructed of Air-Permeable
Materials
In the seventh paragraph, the statement "If Cr -1, then time = Kr" is revised to "If Cr ~ 1, then time
= Kr."
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
In the seventh paragraph, the statement "lf Cr . 1.75, then time = Kr/1.75" is revised to "lf Cr ~
1.75, then time = Kr/1. 75."
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL
August 2, 2004
8-01.3(1)B Erosion and Sediment Control (ESC) Lead
This section is revised to read:
The Contractor shall identify the ESC Lead at the preconstruction discussions. The ESC Lead
shall have, for the life of the contract, a current Certificate of Training in Construction Site
Erosion and Sediment Control from a course approved by WSDOT's Statewide Erosion
Control Coordinator.
The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan.
Implementation shall include, but is not limited to:
1. Installing and maintaining all temporary erosion and sediment control Best
Management Practices (BMPs) included in the TESC plan to assure continued
performance of their intended function. Damaged or inadequate TESC BMPs shall
be corrected immediately.
2. Inspecting all on-site erosion and sediment control BMPs at least once every five
working days and each working day there is a runoff event. Inspections shall occur
within 24 hours of the runoff event. A TESC Inspection Report shall be prepared for
each inspection and shall be included in the TESC file. A copy of each TESC
Inspection Report shall be submitted to the Engineer no later than the end of the next
working day following the inspection. The report shall include, but not be limited to:
a. When, where and how BMPs were installed, maintained, modified, and
removed;
b. Observations of BMP effectiveness and proper placement;
c. Recommendations for improving future BMP performance with upgraded or
replacement BMPs when inspections reveal TESC plan inadequacies.
3. Updating and maintaining a TESC file on site that includes, but is not limited to:
a. TESC Inspection Reports.
b. Temporary Erosion and Sediment Control (TESC) plan narrative.
c. National Pollutant Discharge Elimination System construction permit (Notice
of Intent).
d. Other applicable permits.
Upon request, the file shall be provided to the Engineer for review.
SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS
December 6, 2004
8-04.3(1)A Extruded Cement Concrete Curb
The second and third paragraphs are revised to read:
The pavement shall be dry and cleaned of loose and deleterious material prior' to curb
placement. Cement concrete curbs shall be anchored to the existing pavement by placing
steel tie bars 1 foot on each side of every joint. '
Tie bars shall meet the dimensions shown in the Standard Plans.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 8-12, CHAIN LINK FENCE AND WIRE FENCE
August 2,2004
8-12.3(1)A Posts
The seventh paragraph is revised to read:
Pull posts shall be spaced at 1 ,ODD-foot maximum intervals for Type 1, 3, and 6 fence, and at
500-foot maximum intervals for Type 4 fence.
SECTION 8-14, CEMENT CONCRETE SIDEWALKS
April 4, 2005
8-14.3(3) Placing and Finishing Concrete
The fourth paragraph is revised to read:
Sidewalk ramps shall be of the type specified in the Plans. The detectable warning pattern
shall have the truncated dome shape shown in the Standard Plans and may be installed using
a manufactured material before or after the concrete has cured, or by installing masonry or
ceramic tiles. Embossing or stamping the wet concrete to achieve the truncated dome pattern
or using a mold into which a catalyst hardened material is applied shall not be allowed.
Acceptable manufacturers' products are shown on the Qualified Products List.
When masonry or ceramic tiles are used to create the detectable warning pattern, the
Contractor shall block out the detectable warning pattern area to the depth required for
installation of the tiles and finish the construction of the concrete ramp. After the concrete has
set and the forms have been removed, the Contractor shall install the tiles using standard
masonry practices.
The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall
match Federal Standard 595a, color number 33538. When painting the detectable warning
pattern is required, paint shall conform to section 9-34.2(1).
8-14.3(5) Ramp Detectable Warning Retrofit
This section is supplemented with the following:
Where shown in the plans, the Contractor shall retrofit existing cement concrete sidewalk
ramps by installing a detectable warning pattern having the truncated dome shape shown in
the Standard Plans. The warning pattern shall be the width of the ramp and cover the bottom
two feet of the ramp. The truncated dome pattern shall be perpendicular to the long axis of
the ramp.
The Contractor shall use one of the detectable warning pattern products listed in the Qualified
Products List or submit another manufacturer's product for approval by the Engineer. The
warning pattern shall be capable of being bonded to an existing cement concrete surface. The
surface of the warning pattern, excluding the domes, shall not be more than 3/8 inch above
the surface of the concrete after installation.
8-14.4 Measurement
This section is supplemented with the following:
Ramp detectable warning retrofit will be measured by the square foot of truncated dome
material installed on the existing ramp.
8-14.5 Payment
The following new bid item is inserted after "Cement Conc. Sidewalk Ramp Type _", per each.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"Ramp Detectable Warning Retrofit", per square foot.
SECTION 8-18, MAILBOX SUPPORT
August 2, 2004
8-18.2 Materials
This section is revised to read:
Materials shall meet the requirements of the following sections:
Steel Posts
Bracket, Platform, and Anti-Twist Plate
Type 2 Mailbox Support
Timber Sign Posts
Fasteners
Snow Guard
Concrete Base
Steel pipe
U-Channel Post
Mailboxes will be furnished by others.
8-18.3 Construction Requirements
This section is supplemented with the following:
9-32.1
9-32.2
9-32.7
9-28.14(1 )
9-32.5
9-32.6
9-32.8
9-32.9
9-32.10
8-18.3(1) Type 3 Mailbox Support
The concrete base shall be constructed using commercial concrete, with the pipe set to the
dimensions shown in the Standard Plans. The base shall be crowned so as to shed water.
The concrete may be mixed on the jobsite as specified in Section 6-02.3(4)8.
The U-channel post may be driven in place provided the method of driving does not damage
the post.
With the Engineer's consent, a Type 3 Mailbox Support design, made of steel or other durable
material, that meets the NCHRP 350 crash test criteria may be used in place of the design
shown in the Standard Plans. In which case, the manufacturer's recommendations
concerning installation shall be followed; however, the mailbox itself shall be positioned on the
roadway according to the dimensions shown in the Standard Plans.
SECTION 8-22, PAVEMENT MARKING
April 4, 2005
8-22.1 Description
Transverse Markings
This section is revised to read:
Crosswalk Line
A series of SOLID WHITE lines, 24 inches wide and 8 feet long, conforming to details in
the Standard Plans.
Stop Line
A SOLID WHITE line, 18 inches wide unless noted otherwise in the Contract.
Symbol Markings
This section is supplemented with the following:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Access Parking Space Symbol with Background
A WHITE marking with, a BLUE background and WHITE border conforming to details in
the Standard Plans that is used to a designate restricted parking stall on cement concrete
pavement surfaces.
Yield Line Symbol
A series of WHITE markings conforming to details in the Standard Plans forming a
transverse line across a vehicle path and used to designate the point when vehicles shall
yield before entering a traffic lane.
Yield Ahead Symbol
A WHITE marking conforming to details in the Standard Plans that is used in advance of a
yield line.
Speed Bump Symbol
WHITE marking used to identify a speed bump placed in a traffic lane.
8-22.3(2) Preparation of Roadway Surfaces
This section is revised to read:
For the application of paint the pavement surface temperature and ambient temperature shall
be 500 F and rising. New and existing HMA pavement shall be dry, clean and free of
contaminants such as surface oils. Portland cement concrete pavement shall have a
minimum compressive strength of 2500 psi and shall be dry, clean and free of contaminants.
Contaminants shall be removed by approved mechanical means.
For the application of plastic pavement marking material surface temperature and ambient
temperature shall be 500 F and rising. New and existing HMA pavement shall be dry, clean,
and free of contaminants such as surface oils and existing pavement marking materials.
Portland cement concrete pavement shall also be free of contaminants including curing
agents. Contaminants shall be removed by approved mechanical means.
Pavement surfaces shall be prepared for plastic marking application in accordance with the
previous paragraph and the pavement marking material manufacturer's recommendations.
Manufacturers of Type 0 material also require a pavement cure period prior to application.
Typically, Type 0 material applied on hot mix asphalt pavement requires a pavement cure
period of 21 days. Typically, Type 0 material applied on portland cement concrete pavement
requires a pavement cure period of 28 days. These cure periods may be reduced if the
manufacturer performs a successful bond test.
Existing pavement marking material shall be removed, measured, and paid for in accordance
with the provisions in this section of the Standard Specifications.
8-22.3(3) Marking Application
The first paragraph is revised to read:
Lane line and right edge line shall be white in color. Center line and left edge line shall be
yellow in color. All temporary pavement markings shall be retroreflective. Paint and sprayed
or extruded plastic material shall be applied with a top dressing of glass breads. Two
applications of paint will be required to complete all paint markings. The time period between
paint applications will vary depending on the type of pavement and paint (low vac
waterborne. high vac solvent, or low vac solvent) as follows:
Pavement Type
Bituminous Surface Treatment
Paint Type
Low vac Waterborne
Time Period
4 hours min., 48
hours max.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Hot Mix Asphalt Pavement Low vac Waterborne 4 hours min., 30
days max.
Cement Concrete Pavement Low vac Waterborne 4 hours min., 30
days max.
Bituminous Surface Treatment High and Low vac Solvent 40 min. min., 48
hrs. max.
Hot Mix Asphalt Pavement High and Low vac Solvent 40 min. min., 30
days max.
Cement Concrete Pavement High and Low vac Solvent 40 min. min., 30
days max.
The first sentence of the second paragraph is revised to read:
Where paint is applied on centerline on two-way roads with bituminous surface treatment or
centerline rumble strips, the second paint application shall be applied in the opposite direction
as the first application.
The ninth and tenth paragraphs are revised to read:
Profiles are defined as that portion of the plastic line that is applied at a greater thickness than
the base line thickness. Profiles shall be applied using the extruded method in the same
application as the base line. See the Standard Plans for details.
Embossed plastic lines are defined as a plastic line applied with a transverse groove.
Embossed plastic lines may be applied with profiles. See the Standard Plans for details. .
The last paragraph is revised to read:
When two or more spray applications are required to meet thickness requirements for Type A
and Type D materials, top dressing with glass beads is only allowed on the last application.
Any loose beads, dirt or other debris shall be swept or blown off the line prior to application of
each successive application. Successive applications shall be applied squarely on top of the
preceding application.
8-22.4 Measurement
The sixth paragraph is revised to read:
Diagonal and chevron-shaped lines used to delineate medians, gore areas, and parking stalls
are constructed of painted or plastic 4 inch and 8 inch wide lines in the color and pattern
shown in the Standard Plans. These lines will be measured as painted or plastic line or wide
line by the linear foot of line installed. Crosswalk line will be measured by the square foot of
marking installed.
The seventh paragraph is revised to read:
Traffic arrows, traffic letters, access parking space symbols, HaV symbols, railroad crossing
symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 1/2 markers,
yield line symbols, yield ahead symbols, and speed bump symbols will be measured per each.
Type 1 through 6 traffic arrows will be measured as one unit each, regardless of the number of
arrow heads.
The ninth paragraph is revised to read:
Removal of traffic arrows, traffic letters, access parking space symbol, HaV lane symbol,
railroad crossing symbol, bicycle lane symbols, drainage markings, aerial surveillance full and
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1/2 markers, yield line symbol, yield ahead symbol, and speed bump symbol will be measured
per each. Removal of crosswalk lines will be measured by the square foot of lines removed.
8-22.5 Payment
The following items are deleted:
"Painted HOV Lane Symbol Type
"Plastic HOV Lane Symbol Type
"
"
This section is supplemented with the following:
"Painted Access Parking Space Symbol with Background", per each.
"Plastic Access Parking Space Symbol with Background", per each.
"Painted HOV Lane Symbol", per each.
"Plastic HOV Lane Symbol", per each.
"Painted Yield Line Symbol", per each.
"Plastic Yield Line Symbol", per each.
"Painted Yield Ahead Symbol", per each.
"Plastic Yield Ahead Symbol", per each.
"Painted Speed Bump Symbol", per each.
"Plastic Speed Bump Symbol", per each.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 9-01, PORTLAND CEMENT
December 6, 2004
9-01.2(1) Portland Cement
This section is revised to read:
Portland cement shall conform to the requirements for Types I, II. or III cement of the Standard
Specifications for Portland Cement, AASHTO M 85 or ASTM C 150, except that the content of
alkalis shall not exceed 0.75 percent by weight calculated as Na20 plus 0.658 K20and except
that the content of Tricalcium aluminate (CsA) shall not exceed 8 percent by weight calculated
as 2.650A 1203 minus 1.692Fe203' The total amount of processing additions used shall not
exceed 1 % of the weight of portland cement clinker. The type and amount of processing
additions used shall be shown on mill test reports.
The time of setting shall be determined by the Vicat Test method, AASHTO T 131 or ASTM C
191.
9-01.2(4) Blended Hydraulic Cement
This section is revised to read:
Blended hydraulic cement shall be either Type IP (MS), Type I (SM) (MS) or Type I (PM) (MS)
cement conforming to AASHTO M 240 and meet the following additional requirements:
1. Type IP(MS) Portland - Pozzolan Cement with moderate sulfate resistance.
This product shall be limited to Portland Cement and Pozzolan. Pozzolan shall be
limited to fly ash or ground granulated blast furnace slag. Fly ash is limited between
15 percent and 35 percent by weight of the cementitious material. Ground granulated
blast furnace slag is limited between 15 percent and 25 percent by weight of the
cementitious material.
2. Type I(SM) (MS) Slag Modified Portland Cement with moderate sulfate resistance.
This product shall be limited to Portland Cement and ground granulated blast furnace
slag. The addition of ground granulated blast furnace slag shall be limited to a
maximum of 25 percent by weight of the cementitious material.
3. Type I(PM)(MS) Pozzolan - Modified Portland Cement with moderate sulfate
resistance.
The product shall be limited to Portland Cement and pozzolan. The pozzolan shall be
limited to fly ash or ground granulated blast furnace slag at a maximum of 15 percent
by weight of the cementitious material.
The source and weight of the fly ash or ground granulated blast furnace slag shall be certified
on the cement mill test certificate and shall be reported as a percent by weight of. the total
cementitious material. The fly ash or ground granulated blast furnace slag constituent content
in the finished cement will not vary morethan plus or minus 5 percent by weight of the finished
cement from the certified value.
Fly ash shall meet the requirements of Section 9-23.9 of these Standard Specifications.
Ground granulated blast furnace slag shall meet the requirements of Section 9-23.10 of these
Standard Specifications.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 9-02, BITUMINOUS MATERIALS
August 2, 2004
9-02.1(3) Rapid-Curing (RC) Liquid Asphalt
The column headings MC-70, MC-250, MC-800, and MC-3000 are revised to RC-70, RC-250, RC-
800, and RC-3000 respectively.
The RC-250 requirement for "Residue of 6800F distillation % volume by difference" is revised from
67 to 65.
9-02.1 (4)A Performance Grade (PG) Asphalt Cement
This section including title is revised to read:
9-02.1 (4)A Performance Graded Asphalt Binder
1- Performance I PG58 I PG64 I PG70 I PG76 I
Grade
-22 I -28 I -34 I -22 I -28 I -34 I -22 I -28 I -34 1 -22 I -28
1- Original Binder
Flash point temp,
AASHTO T48 Minimum 230
.c
Viscosity, AASHTO T316
Maximum 3 Pa . s, test 135
temp, .C
Dynamic shear, AASHTO
T315 G*/sino, minimum 58 64 70 76
1.00 kPa Test temp. @
10 rad/s, .C
Rolling Thin Film Oven Residue (AASHTO T240)
Mass Change, Maximum, 1.00
percent
Dynal"(1ic shear, AASHTO
T315 G*/sino, minimum 58 64 70 76
2.20 kPa Test temp. @ 10
rad/s, .C
Pressure Aging Vessel Residue (AASHTO R28)
PAV aging temperature, 100
.C
Dynamic shear, AASHTO
T315 G*SInO, maximum
5000 kPa Testtemp. @ 22 19 16 25 22 19 28 25 22 31 28
10 rad/s, .C
Creep stiffness, AASHTO
T313 S, maximum 300 -12 -18 -24 -12 -18 -24 -12 -18 -24 -12 -18
MPa, m - value, minimum
0.300 Test temp. @ 60 s,
.c
All Performance Grade asphalt binders not included in this chart shall be determined by Table
1-Performance Graded Asphalt Binder Specification in MSHTO M320.
SECTION 9-03, AGGREGATES
April 4, 2005
9-03.1 (4)C Grading
The third paragraph is revised to read:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
In individual tests, a variation of four under the minimum percentages or over the maximum
percentages will be permitted, provided the average of three consecutive tests is within the
specification limits. Coarse aggregate shall contain no piece of greater size than two times the
maximum sieve size for the specified grading measured along the line of greatest dimension.
9-03.8(2) HMA Test Requirements
Number 1 is revised to read:
Vacant.
The last paragraph of this section is revised to read:
When material is being produced and stockpiled for use on a specific contract or for a future
contract, the fine aggregate angularity, fracture, and sand equivalent requirements shall apply
at the time of stockpiling. When material is used from a stockpile that has not been tested as
provided above, the specifications for fine aggregate angularity, fracture, and sand equivalents
shall apply at the time of its introduction to the cold feed of the mixing plant.
9-03.12(4) Gravel Backfill for Drains
The percent Passing for Sieve size 3/8" square is revised from "10 - 40" to "0 - 40".
9-03.12(5) Gravel Backfill for Drywells
The percent passing for sieve size 1" square is revised to "50-100".
9-03.14 Borrow
This section is supplemented with the following:
9-03.14(1) Gravel Borrow
Ballast may be substituted for gravel borrow for embankment construction.
9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall
All backfill material used in the reinforced soil zone of the geosynthetic retaining wall shall
conform to requirements of Section 9-03.14(1) and shall be free draining, free from organic or
otherwise deleterious material. The material shall be substantially free of shale or other soft,
poor durability particles, and shall not contain recycled materials, such as glass, shredded
tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall
meet the following requirements:
Property
Los Angeles Wear,
500 rev.
Degradation
pH
Test Method
Allowable Test Value
AASHTO T 96
WSDOT Test Method 113
AASHTO T 289-91
35 percent max.
15 min.
**
** 4.5 to 9 for permanent walls and 3 to 10 for temporary walls
Wall backfill material satisfying these gradation, durability and chemical requirements shall be
classified as nonaggressive.
9-03.21 (2) Recycled Hot Mix Asphalt
The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1.2".
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 9-04, JOINT AND CRACK SEALING MATERIALS
April 5, 2004
9-04.2(2) Two Component Poured Rubber Joint Sealer
The section title is revised to read:
9-04.2(2) Poured Rubber Joint Sealer
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
April 5, 2004
9-05.4(3) Protective Treatment
Treatments 3, 4, and 6 are revised to read:
This treatment is no longer available.
9-05.4(4) Asphalt Coatings and Paved Inverts
The second paragraph under item 2 is revised to read:
The paved invert for Treatment 2 shall consist of bituminous material applied in such a
manner that one or more smooth pavements will be formed in the invert filling the corrugations
for at least 40 percent of the circumference. The pavement shall have a minimum thickness of
1/8 inch above the crest of the corrugations except where the upper edges intercept the
corrugation. The pavements shall be applied following the coating with asphalt. Treatment 5
may be substituted for Treatment 2, at the option of the Contractor.
9-05.10 Steel Storm Sewer Pipe
The first sentence is revised to read:
Steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel culvert
pipe, except that protective coating shall be Treatment 1 or 5, and be constructed of either
helically corrugated lock seam or helically corrugated continuous welded steel pipe.
9-05.11 Aluminum Storm Sewer Pipe
The first sentence is revised to read:
Aluminum storm sewer pipe shall conform to the requirements of Section 9-05.5 for aluminum
culvert pipe, except that the protective coating shall be Treatment 1 or 5, and the pipe shall be
constructed of helically corrugated lock seam aluminum pipe.
9-05.16 Grate Inlets and Drop Inlets
The first and second paragraphs are revised to read:
Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except
structural tube shall conform to ASTM A 500, Grade B, and structural shapes may conform to
ASTM A 992. After fabrication, the steel shall be galvanized in accordance with AASHTO M
111, or galvanized with a hot-sprayed (plasma flame applied) 6 mil minimum thickness plasma
coating.
Steel grating shall be fabricated by weld connections. Welds, welding procedures, and
welding materials shall conform with the AWS D1.1/D1.1 M, latest edition, Structural Welding
Code.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS
January 5, 2004
9-06.16 Roadside Sign Structures
The third paragraph is revised to read:
Posts for multiple post sign structures shall conform to either ASTM A 36 or ASTM A 992.
Posts conforming to either ASTM A 588 or ASTM A 572 Grade 50 may be used as an
acceptable alternate to the ASTM A 36 and ASTM A 992 posts. All steel not otherwise
specified shall conform to either ASTM A 36 or ASTM A 992.
9-06.18 Metal Railings
The first paragraph is revised to read:
Metal bridge railing shall conform to the type and material specifications set forth in the Plans
and Special Provisions. Steel used for metal railings, when galvanized after fabrication in
accordance with AASHTO M 111, shall have a controlled silicon content of either 0.00 to 0.04
percent or 0.15 to 0.25 percent. Mill test certificates verifying the silicon content of the steel
shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing
operations.
SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING
August 2, 2004
9-14.4(1) Straw
The first sentence is revised to read:
All straw material shall be in an air dried condition free of noxious weeds and other materials
detrimental to plant life.
9-14.4(8) Compost
The fourth paragraph is revised to read:
Compost production and quality shall comply with the Chapter 173-350 Section 220 WAC.
Under the fifth paragraph, item 1 is revised to read:
1. Compost material shall be tested in accordance with AASHTO Test Method T87 and
Section 7 of AASHTO T88.
Compost Type 1 shall meet the following:
100% shall pass through a 2" sieve
90% to 100% shall pass through a 1" sieve.
70% to 100% shall pass through a %" sieve.
40% to 75% shall pass through a %" sieve.
Maximum particle length of 6 inches.
Compost Type 2 shall meet the following:
1 00% shall pass through a 3" sieve
90% to 1 00% shall pass through a 1" sieve.
70% to 1 00% shall pass through a %" sieve.
40% to 60% shall pass through a %" sieve.
Maximum particle length of 6 inches.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
In the seventh paragraph, the first sentence is revised to read:
Approval of sources for com posted products shall be based on the following submittals by the
Contractor:
This section is supplemented with the following:
Acceptance will be based upon a satisfactory Test Report from the State Materials Lab
indicating that the lot (or lots) of compost meets the specification requirements.
SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES
April 4, 2005
This section is supplemented with the following new sub-sections:
9-23.10 Ground Granulated Blast Furnace Slag
Ground granulated blast furnace slag shall meet the requirements of AASHTO M 302, Grade
100 or Grade 120. The grade of the ground granulated blast furnace slag, the source, and
type of manufacturing facility shall be certified on the cement mill test certificate.
9-23.11 Microsilica Fume
Microsilica Fume shall conform to the requirements of AASHTO M 307. The optional physical
requirement for Reactivity with Cement Alkalies set forth in Table 3 will be required when
Microsilica Fume is being used as an ASR mitigation measure.
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
December 6, 2004
9-28.1 General
The third sentence in the first paragraph is deleted.
9-28.6 Destination Sign Messages
The second paragraph is deleted.
9-28.8 Sheet Aluminum Signs
The sheet thickness chart is revised to read:
Maximum Horizontal Dimension
Overlay panels
Up to 20 inches
20 inches to 36 inches, inclusive
Over 36 inches (Permanent Signs)
Sheet Aluminum Thickness
0.050 jnch
0.063 inch
0.080 inch
0.125 inch
The fourth paragraph is revised to read:
Before placing aluminum in contact with untreated steel, the steel surfaces shall be protected
by proper cleaning and painting with one coat of Zinc Primer A-9-73 or A-11-99 and two coats
of aluminum paint D-1-57.
9-28.10 Plywood Signs
This section is deleted.
9-28.11 Hardware
The entry for hardware item "Angle and "Z" Bar" in the table in this section is revised to read:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Angle and "Z" Bar
ASTM B 221 6061-T6 Aluminum
ASTM A 36 or ASTM A 992 Steel
9-28.14(2) Steel Structures and Posts
This section is revised to read:
Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign
bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A
53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as
shown in the Plans or Standard Plans. All other structural steel for sign bridge structures and
cantilever sign structures shall conform to either ASTM A 36 or ASTM A 992. Truss member
connection hardware shall conform to Section 9-06.5(3).
Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E
or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge
mounted sign brackets shall conform to either ASTM A 36 or ASTM A 992. U bolts, and
associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall
be fabricated hot.
Anchor rods for sign bridge and cantilever sign structure foundations shall conform to ASTM F
1554 Grade 105, including Supplemental Requirements S2, S3, and S5. Nuts and washers
for sign bridge and cantilever sign structure foundations shall conform to AASHTO M 291
Grade DH and AASHTO M 293, respectively.
Steel sign structures and posts shall be galvanized after fabrication in accordance with
AASHTO M 111, unless noted otherwise in the Plans. All bolts, nuts, and washers shall be
galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in
the Plans or Special Provisions, metal surfaces shall not be painted.
Except as otherwise noted, steel used for sign structures and posts shall have a controlled
silicon content of either 0.00 to 0.04 percent or 0.15 to 0.25 percent. If the Plans or Special
Provisions specify painting of the galvanized steel surfaces, then the controlled silicon content
requirement does not apply for those steel members. Mill test certificates verifying the silicon
content of the steel shall be submitted to both the galvanizer and the Engineer prior to
beginning galvanizing operations.
Minor fabricating and modifications necessary for galvanizing will be 'allowed if not detrimental
to the end product as determined by the Engineer. If such modifications are contemplated, the
Contractor shall submit to the Engineer, for approval, six copies of the proposed modifications,
prior to fabrication.
SECTION 9-30, WATER DISTRIBUTION MATERIALS
August 2,2004
9-30.6(1) Saddles
The first sentence is revised to read:
Saddles shall be ductile iron, bronze, brass, or stainless steel.
9-30.6(2) Corporation Stops
The first sentence is revised to read:
Corporation stops shall be made of bronze or brass alloy.
9-30.6(4) Service Fittings
The first sentence is revised to read:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Fittings used for service connections shall be made of bronze or brass alloy.
SECTION 9-32, MAILBOX SUPPORT
August 2, 2004
9-32.2 Bracket, Platform and Anti-Twist Plate
This section is revised to read:
The bracket, platform, and anti-twist plate shall be 16 gage sheet steel, conforming to ASTM A
36.
9-32.4 Wood Posts
This section is revised to read:
Wood posts shall meet the requirements of Section 9-28.14(1) or western red cedar.
Section 9-32 is supplemented with the following:
9-32.8 Concrete Base
The concrete in the concrete base shall meet or exceed the requirements of Section 6-
02.3(2)B.
9-32.9 Steel pipe
The requirements for commercially available, Schedule 40, galvanized steel pipe, elbows, and
couplings shall be met for all parts not intended to be bent or welded. Welded and bent parts
shall be galvanized after fabrication in accordance with AASHTO M 111.
9-32.10 U-Channel Post
U-channel posts shall meet the requirements of ASTM A 29, weigh a minimum of 3 pounds
per linear foot, and shall be galvanized according to AASHTO M 111.
SECTION 9-34, PAVEMENT MARKING MATERIAL
August 2, 2004
9-34.5 Temporary Pavement Marking Tape
This section is supplemented with the following:
Pavement marking masking tape shall conform to ASTM D 4592 Type 1 (removable), except
that material shall be black, non-retroreflective and non-glaring.
SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS
December 6, 2004
Temporary traffic control materials in this section consist of various traffic communication,
channelization and protection items described in Section 1-10 and listed below:
Stop/Slow Paddles
Construction Signs
Wood Sign Posts
Sequential Arrow Signs
Portable Changeable Message Signs
Barricades
Traffic Safety Drums
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Barrier Drums
Traffic Cones
Tubular Markers
Warning Lights and Flashers
Truck-Mounted Attenuator
The basis for acceptance of temporary traffic control devices and materials shall be visual
inspection by the Engineer's representative. No sampling or testing will be done except that
deemed necessary to support the visual inspection. Requests for Approval of Material and
Qualified Products List submittals are not required. Certification for crashworthiness according to
NCHRP 350 will be required as described in Section 1-10.2(3).
"MUTCD," as used in this section, shall refer to the latest WSDOT adopted edition of the Manual
on Uniform Traffic Control Devices for Streets and Highways. In the event of conflicts between the
MUTCD and the contract provisions, then the provisions shall govern.
9-35.1 Stop/Slow Paddles
Paddles shall conform to the requirements of the MUTCD, except that the minimum width shall be
24 inches.
9-35.2 Construction Signs
Construction signs shall conform to the requirements of the MUTCD and shall meet the
requirements of NCHRP Report 350 for Category 2 devices. Except as noted below, any sign/sign
stand combination that satisfies these requirements will be acceptable.
Where aluminum sheeting is used to fabricate signs, it shall have a minimum thickness of 0.080
inches and a maximum thickness of 0.125 inches.
All orange background signs shall be fabricated with Type X reflective sheeting. All post-mounted
signs with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads,
bolts or nuts) and the reflective sheeting.
Soft, fabric, roll-up signs will not be acceptable. Any fabric sign which otherwise meets the
requirements of this section and was purchased prior to July 1, 2004, may be utilized until
December 31,2007. If a fabric sign is used, it shall have been fabricated with Type VI reflective
sheeting.
9-35.3 Wood Sign Posts
Use the charts below to determine post size for construction signs.
One Post Installation
17.0
21.0
26.0
Max. Sign Sq. Ft.
16.0
20.0
25.0
31.0
Post Size
4x4
4x6
6x6
6x8
Min. Sign Sq. Ft.
Two Post Installation
(For signs 5 feet or greater in width)
Post Size
4x4
4x6
'6x6
Min. Sign Sq. Ft. Max. Sign Sq. Ft.
16.0
17.0 36.0
37.0 46.0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
6x8
47.0
75.0*
* The Engineer shall determine post size for signs greater than 75 square feet.
Sign posts shall conform to the grades and usage listed below. Grades shall be determined
by the current standards of the West Coast Lumber Inspection Bureau (WCLlS) or the
Western Wood Products Association (WWPA).
6 x 10, 6 x 12
Construction grade (Light Framing,
Section 122-b WCLlS) or (Section
40.11 WWPA)
No. 1 and better, grade (Structural
Joists and Planks, Section 123-b
WCLlS) or (Section 62.11 WWPA)
No. 1 and better, grade (Posts and
Timbers, Section 131-b WCLlS) or
(Section 80.11 WWPA)
No. 1 and better, grade (Seams and
Stringers, Section 130-b WCLlS) or
(Section 70.11 WWPA)
4x4
4x6
6x6,6x8,8x10
9-35.4 Sequential Arrow Signs
Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the
following:
Sequential arrow signs furnished for stationary lane closures on this project shall be Type C.
The color of the light emitted shall be yellow.
The dimming feature shall be automatic, reacting to changes in light without a requirement for
manual adjustment.
9-35.5 Portable Changeable Message Signs
Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD and the
following:
The PCMS shall employ one of the following technologies:
1. Fiber optic/shutter
2. Light emitting diode
3. Light emitting diode/shutter
4. Flip disk
Regardless of the technology, the PCMS shall meet the following general requirements:
. Se light emitting and must not rely solely on reflected light. The emitted light shall be
generated using fiber optic or LED technology.
. Have a display consisting of individually controlled pixels no larger than 2 1/2 inch by 2
1/2 inch. If the display is composed of individual character modules, the space between
modules must be minimized so alphanumeric characters of any size specified below can
be displayed at any location within the matrix.
. When activated, the pixels shall display a yellow or orange image. When not activated,
the pixels shall display a flat black image that matches the background of the sign face.
. Se capable of displaying alphanumeric characters that are a minimum of 18 inches in
height. The width of alphanumeric characters shall be appropriate for the font. The
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PCMS shall be capable of displaying three lines of eight characters per line with a
minimum of one pixel separation between each line.
. The PCMS message, using 18-inch characters, shall be legible by a person with 20/20
corrected vision from a distance of not less than 800 feet centered on an axis
perpendicular to the sign face.
. The sign display shall be covered by a stable, impact resistant polycarbonate face. The
sign face shall be non-glare from all angles and shall not degrade due to exposure to
ultraviolet light.
. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics.
Any sign that employs flip disk or shutter technology shall be programmable to activate
the disks/shutters once a day to clean the electrical components. This feature shall not
occur when the sign is displaying an active message.
. The light source shall be energized only when the sign is displaying an active message.
The PCMS panels and related equipment shall be permanently mounted on a trailer with all
controls and power generating equipment.
The PCMS shall be operated by a controller that provides the following functions:
1. Select any preprogrammed message by entering a code.
2. Sequence the display of at least five messages.
3. Blank the sign.
4. Program a new message, which may include animated arrows and chevrons.
5. Mirror the message currently being displayed or programmed.
9-35.6 Barricades
Barricades shall conform to the requirements of the MUTCD supplemented by the further
requirements of Standard Plan H-2.
9-35.7 Traffic Safety Drums
Traffic safety drums shall conform to the requirements of the MUTCD and the following:
The drums shall have the following additional physical characteristics:
Material
Fabricated from low-density polyethylene that meets the
requirements of ASTM D 4976 and is UV stabilized.
Overall Width
18-inch minimum in the direction(s)of traffic flow.
Shape
Rectangular, hexagonal, circular, or flat-sided semi-circular.
Color
The base color of the drum shall be fade resistant safety orange.
The traffic safety drums shall be designed to accommodate at least one portable light unit. The
method of attachment shall ensure that the light does not separate from the drum upon impact.
Drums and light units shall meet the crashworthiness requirements of NCHRP 350 as described in
Section 1-10.2(3).
When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the
reflective sheeting.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
9-35.8 Barrier Drums
Barrier drums shall be small traffic safety drums, manufactured specifically for traffic control
purposes to straddle a concrete barrier and shall be fabricated from low-density polyethylene that
meets the requirements of ASTM D 4976 and is UV stabilized.
The barrier drums shall meet the following general specifications:
Formed support legs length
Space between legs
(taper to fit conc. barrier)
Weight
22 in., ::!: 1 in.
hollow oval
10 in. X 14 in., ::!: 1 in.
13 in., ::!: 1 in.
6 1/4 in. min.
Total height
Cross-section
Color
33 lb. ::!: 4 lb.
with legs filled with sand.
Fade resistant safety orange.
Barrier drums shall have three 4-inch reflective white stripes, (one complete and two partial).
Stripes shall be fabricated from Type III or Type IV reflective sheeting.
When recommended by the manufacturer, barrier drums shall be treated to ensure proper
adhesion of the reflective sheeting.
9-35.9 Traffic Cones
Cones shall conform to the requirements of the MUTCD, except that the minimum height shall be
28 inches.
9-35.10 Tubular Markers
Tubular markers shall conform to the requirements of the MUTCD, except that the minimum height
shall be 28 inches.
Pavement-mounted tubular markers shall consist of a surface-mounted assembly which uses a
separate base with a detachable tubular marker held in place by means of a locking device.
9-35.11 Warning Lights and Flashers
Warning lights and flashers shall conform to the requirements of the MUTCD.
9-35.12 Truck-Mounted Attenuator
The Truck-Mounted Attenuator (TMA) shall be selected from the approved units listed on the
Qualified Products List. The TMA shall be mounted on a vehicle with a minimum weight of 15,000
pounds and a maximum weight in accordance with the manufacturer's recommendations. Ballast
used to obtain the minimum weight requirement, or any other object that is placed on the vehicle
shall be securely anchored such that it will be retained on the vehicle during an impact. The
Contractor shall provide certification that the unit complies with NCHRP 230 or 350 requirements.
Units fabricated after 1998 must comply with NCHRP 350 requirements.
The TMA shall have an adjustable height so that it can be placed at the correct elevation during
usage and to a safe height for transporting. If needed, the Contractor shall install additional lights
to provide fully visible brake lights at all times.
The TMA unit shall have a chevron pattern on the rear of the unit. The standard chevron pattern
shall consist of 4-inch yellow stripes, alternating non-reflective black and reflective yellow sheeting,
slanted at 45 degrees in an inverted "V' with the "V" at the center of the unit.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Attachment E
Project Plans
I ta
I
I
I
I
I
I
I
I
I
I
I
I
I
I
c
I '"
III
=
on
~
<::.
l!l
I ~
.
~
~
~
0
: i~
~
THE CITY OF
PORT ANGELES
WASHINGTON, u.s.
PARK AVENUE IMPROVEMENTS
RACE STREET TO LIBERTY STREET
PROJECT 04-04
T .I.B. P-W-150-(P01)-1
~CTORIA \1~
~ '.
I jl~
, ~I.
f ",,,
JUNE 2005
SHEET INDEX
# TITLE
1 COVER SHEET
2 GENERAL NOTES AND LEGEND
3 ROADWA Y PLAN AND PROFILE
4 ROADWA Y PLAN AND PROFILE
5 ROADWA Y PLAN AND PROFILE
6 ROADWA Y PLAN AND PROFILE
7 SANITARY SEWER PLAN AND PROFILE
8 SANITARY SEWER PLAN AND PROFILE
9 SANITARY SEWER PLAN AND PROFILE
10 DETAILS
11 DETAILS
~-J-.--r---l._:_L.-1 :
;'-1 ; i---_: ~_~: I Jf ~ !
-I I GRANT~AVE._l C~~:~} ~ j
, I ' ,'---------_~
'- :--,!~,,, -::-~:~'--\1/ ;
!~' :
: I j 9LYMP'~_S' A~ : !
r,
/;/-.: lfTT'1 I !.,--
t
t
VICINITY MAP
AREA MAP
NOT TO SCALE
NOT TO SCALE
~
VERTICAL DA WM
NAVDBB
HORIZONTAL DAruM WASHINGTON COORDINATE SYSTEM GRID. NORTH ZONE.
NORTH AMERICAN DATUM OF 1983,1991 ADJUSTMENT
(NAD83/91). SAID DATUM WAS DERIVED FROM TIES TO
GPS STATIONS 0631521(JI2-1-20 AND 06301171(JI4-4-1)
AS SHOWN ON VOLUME 34 OF SURVEYS. PAGE 22 AND
THE NORTHWEST CORNER OF SECTION 14 (GEOMPT
606301511) AS SHOWN ON VOLUME 39 OF SURVEYS. PAGE
41, RECORDS OF CLALLAM COUNTY. WASHINGTON THE
AVERAGE COMBINED SCALE AND ELEVATION FACTOR USED
FOR THE SURVEY IS 099993 TO OBTAIN GROUND
DISTANCES MULTIPLY SAID DISTANCES BY 1 00007
VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AS
DERIVED FROM TIES TO GPS STATIONS 0631521 (JI2-T-2)
AND 06301171 (J14-4-1) AS SHOWN ON VOLUME 34 OF
SURVEYS. PAGE 22 AND THE NORTHWEST CORNER OF
SECTION 14 (GEOMPT 606301511) AS SHOWN ON VOLUME
39 or SURVEYS. PAGE 41. RECORDS OF CLALLAM COUNTY
WASHINGTON .
L ., SKILLINGS
CONNOLLY
5016 Lacey Boulevard SE. Lacey. Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
~
I
NOTES:
I
1 niE CITY SHAU. BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A DIVERSION or ROWS IN niE WASTEWATER SYSTEM
NO DISRUPTION or SEWER SERVICE WILL BE AU.OWED
2 ALL SEWER MAINS SHAlL BE HIGH VELOOTY Q.EANED AND PRESSURE TESTED PRIOR TO PAVING niE SnREETS IN CONroRMANCE
Wlni niE WSDOT SPECIFICATIONS, AT niE CONnRACTOR'S EXPENSE HYDRANT RUSHING OF LINES IS NOT AN ACCEPT ABLE
Q.EANING MEniOD AN AIR TEST or ALL LINES IS niE MINIMUM TESTING REQUIRED TESTING OF niE MAIN MAY INCLUDE
TELEVISION INSPECTION. IF DIRECTED BY niE CITY TESTING SHAlL TAKE PLACE AFTER ALL UNDERGROUND UTILITIES ARE
INSTAlLED AND COMPACTION or niE ROADWAY SUBGRADE IS COMPLETED
3 PRIOR TO BACKI'ILLlNG. AlL SEWER LINES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY niE CITY"S INSPECTOR
APPROVAl SHAlL NOT RELIEVE niE CONnRACTOR rOR CORRECTION or ANY DEFICIENCIES AND/OR FAILURE AS DETERMINED
BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHAU. BE niE CONnRACTOR'S RESPONSIBILITY TO NOTIFY niE CITY FOR niE
REQUIRED INSPECTIONS
4, SEWER MAINS SHAU. BE PVC. ASTlI 03034, SDR 35 W TH JOINTS AND RUBBER GASKETS CONrORMING TO
ASTlI 03212 AND ASTlI F477 UNLESS OniERWSE SHOWl'l ON niE PLANS
5. CONNECTION or A SEWER MAIN TO A SYSTEM WHERE A MANHOlE IS NOT AVAILABLE SHAlL BE ACCOMPLISHED BY
POURING A CONCRETE BASE AND SETTING MANHOLE SECTIONS niE EXISTING PIPE SHAlL ONLY BE CUT INTO BY CITY
CREWS, UNLESS OniERWSE APPROVED.
6 niE CONnRACTOR IS RESPONSIBLE FOR AU. SHORING or nRENCHES IF SHORING IS NOT ADEQUATE. niE CITY CREWS WILL
NOT ENTER THE nRENCH AND niE CONnRACTOR WILL BE RESPONSIBLE FOR THE COST or AN ADDITIONAl nRlP TO niE
SITE BY niE CITY CREWS
7 PRECAST MANHOlES SHALL MEET niE REQUIREMENTS or ASTlI C478 Wlni ElniER A PRECAST BASE OR A CAST-IN-PLACE
BASE MADE rROM 3.000 PSI SnRUCTURAL CONCRETE MANHOLES SHAU. BE TYPE 1-48 [WSDOT DRAWING B-23o] INCH
DIAMETER MINIMUM JOINTS SHALL BE RUBBER GASKETED CONroRMING TO ASTlI C443 AND SHALL BE GRQUTED rROM
niE INSIDE LIFT HOLES SHAlL BE GROUTED FROM niE OUTSIDE AND INSIDE or niE MANHOLE MANHOLES CONSnRUCTED
or OniER MATERiAlS MAYBE APPROVED BY niE CITY ENGINEER, PROVIDED THEY MEET niE REQUIREMENTS OF niE
DEPARTlIENT or ECOLOGY. MATERiAl SPECIFICATIONS NEED TO BE SUBMITTED FOR REVIEW BEFORE AN AlTERNATE MATERiAl
WILL BE CONSIDERED
8. ECCENnRlC MANHOLE CONE SHALL BE OITSET so AS NOT TO BE LOCATED IN niE TIRE nRACK OR A nRAVELED LANE AND
SHAU. BE IN LINE Wlni niE MANHOlE STEPS.
9. MANHOLE FRAMES AND COVERS SHAU. BE CAST IRON MARKED "SEWER" CONFORMING TO niE REQUIREMENTS OF ASTlI
A536, GRADE 80-55-06. OLYMPIC FOUNDRY TYPE MH 30D/T. OR APPROVED EQUAL REPAIR OF DEFECTS SHALL NOT BE
PERMITTED niE MINIMUM CLEAR OPENING IN niE MANHOLE FRAME SHALL BE 24 INCHES MANHOlE RINGS AND COVERS
SHAlL BE MACHINE-FINISHED OR GROUND-ON SEATING SURFACES so AS TO ASSURE NON-ROO<ING FIT IN ANY POSITION
AND INTERCHANGEABILITY MANHOlE LOCATED IN AREAS SUBJECT TO INFLOW SHALL BE EQUIPPED Wlni A PRECO SEWER
GUARD WATERTIGHT MANHOlE INSERT OR APPROVED EQUAl AlL COVERS AND GRATES SHAU. BE BOlTED DOWl'l PER
SECTION 7-05 OF niE SPECIAL PROVISIONS
10 SArETY STEPS SHAlL BE FABRICATED or POlYPROPYlENE CONrORMING TO ASTII 0-4101, INJECTION MOLDED AROUND
A 1/2 INCH ASTII A-615 GRADE STEEL REINFORCING BAR Wlni ANTI-SLIP nREAD. STEPS SHAlL PROJECT UNlrORML Y rROM
niE INSIDE WALL or niE MANHOLE STEPS SHAlL BE INSTALlED TO FORM A CONTINUOUS VERTICAL LADDER Wlni RUNGS
EQUALLY SPACED ON 12 INCH CENTERS AND INSTALLED PER WSDOT/APWA STANDARD PLAN B-24
" MINIMUM SlOPE niROUGH niE MANHOlE SHALL BE 1/1 Oni or ONE FOOT FROM niE INVERT IN TO niE INVERT OUT
AlL MANHOLES SHAlL BE CHANNELED.
12. SEWERS SHALL BE LAID Wlni UNIFORM SlOPE BETWEEN MANHOlES
13 ALL nRENCH EXCAVATION, BEDDING AND BACKI'ILL SHALL BE ACCOMPLISHED IN ACCORDANCE Wlni WSDOT SPECIFICATION
SECTION 7-08 AND AS CONTAINED HEREIN
A Q.EANING AND GRUBBING YttIERE REQUIRED SHAlL BE PERFORMED WlnilN THE EASEMENT OR PUBLIC RIGHT-OF-WAY
AS PERMITTED BY THE CITY AND/OR GOVERNING AGENCY DEBRIS RESULTING FROM niE CLEANING AND GRUBBING
SHAlL BE DISPOSED or BY niE CONnRACTOR IN ACCORDANCE Wlni niE TERMS or ALL APPLICABLE PERMITS
niE COST OF ALL LABOR, EQUIPMENT AND MATERiAlS NECESSA TY TO COMPLETE niE Q.EARING AND GRUBBING
SHALL BE INCLUDED IN niE UNIT PRICE BID or THE PIPE NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE
FOR Q.EARING AND GRUBBING
B niE nRENCH SHALL BE KEPT FREE rROM WATER UNTIL JOINTING IS COMPLETE. SURFACE WATER SHAU. BE DIVERTED SO
AS NOT TO ENTER niE nRENCH niE CONnRACTOR SHALL MAINTAIN sumClENT PUMPING EQUIPMENT ON niE JOB TO ENSURE
niAT THESE PROVISIONS ARE CARRIED OUT,
C nRENCHING AND SHORING OPERATIONS SHAlL NOT PROCEED MORE niAN 100 FEET IN ADVANCE or PIPE LAYING
WlniOUT APPROVAL OF niE CITY ENGINEER.
o BACKFIlliNG WTH NATIVE MATERiAlS EXCAVATED FROM niE nRENCHES MAY ONLY OCCUR WITH niE WRITTEN APPROVAl or
THE CITY ENGINEER IF niE EXCAVATED nRENCH MATERiAl IS DETERMINED BY niE CITY ENGINEER TO BE SUITABLE FOR
BACKFILL, THE CONnRACTOR MAY USE niE MATERiAl TO THE BOTTOM or SUBGRADE ALL nRENCH BACKI'ILL MATERiAlS SHAU.
BE COMPACTED TO 95 PERCENT DENSITY,
E IN PAVED AREAS WlnilN niE PUBLIC RIGHT-OF-WAY niE CONnRACTOR SHAU. USE CONnROLLED DENSITY BACKFILL PER
DETAIL ON THIS SHEET UNLESS ANOniER AlTERNATIVE MEniOD IS APPROVED BY THE CITY ENGINEER.
ALTERNATIVE MATERiAlS MAY ONLY BE ACCEPTED WTH WRITTEN APPROVAL BY niE CITY ENGINEER ALL OniER
nRENCHING SHALL BE BACKFILLED Wlni CRUSHED SURrACING MATERiAlS CONFORMING TO WSDOT SPECIFICATIONS
SECTION 4-04 AND SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY, AS DESCRIBED IN WSDOT
SPECIFICATIONS SECTION 2-03
14. TEMPORARY RESTORATION OF nRENCHES WlnilN niE nRAVELLED WAY SHALL BE ACCOMPLISHED BY USING 2" MINIMUM DEPni
ClASS A OR B ASPHAlT CONCRETE PAVEMENT WHEN AVAILABLE, MEDIUM-CURING (MC-250) L10UID ASPHAlT (COLD MIX).
ASPHAlT nREATED BASE (ATB), OR nRAmC BEARING nilCKNESS STEEL PLATES WITHIN 24 HOURS OF COMPLETION or BACKFILL
STEEL PLATES TO BE SECURED BY PLACEMENT or COlD OR HOT MIX ASPHAlT WEDGE ON EACH SIDE or THE PLATE SLOPE OF
ASPHAl T WEDGE NOT TO EXCEED 12'1.
15 ATB USED rOR TEMPORARY RESTORATION MAY BE DUMPED DIRECTlY INTO niE nRENCH OR PATCH AREA, BLADED AND ROlLED.
AFTER ROLLING. niE TRENCH MUST BE FILLED FLUSH Wlni niE EXISTING PAVEMENT TO PROVIDE A SMOOni RIDING SURFACE
16. AU. TEMPORARY PATCHES SHALL BE MAINTAINED BY niE CONnRACTOR UNTIL SUCH TIME AS niE PERMANENT PATCH IS IN
PLACE. Ir niE CONTRACTOR IS UNABLE TO MAINTAIN A PATCH FOR YttIATEVER REASON, niE CITY WILL PATCH niE AREA
AT niE EXPENSE OF THE CON nRACTOR.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
17 TRAmc SHALL NOT BE ALLOWED TO CROSS GRAVEL OR COF TRENCH BACKrlLL FOR MORE niAN 24 HOURS WlniOUT
UTILIZATION or TEMPORARY PATCHING MEASURES STATED ABOVE COST or INSTAlLATION AND MAINTENANCE or
TEMPORARY PATCHING SHAU. BE INClUDED IN niE UNIT CONTRACT PRICE or OniER BID ITEMS WlnilN niE PROPOSAL.
18 TACK COAT SHAU. BE APPLIED TO EXISTING PAVEMENT AND EDGE or THE CUT, GUTTER, AND AT COLD JOINTS PRIOR
TO PAVING AS SPECIFiED IN WSDOT SPEClI'ICATlON SECTION 5-04
I
I
DATE
05/05 NO.
05/05
DATE
REVISIONS
DESIGNED BY:
ENTERED BY:
CHECKED BY:
PROJ ENGR:
K ZAYAS
K KIMMEL
S. THOMAS
05/05
I
D1R;t02049-1LGkdw<j Xref:z-24xJ6b, .._51, 06/14/05 11 44 KnsIa
19 ASPHALT CONCRETE CLASS A OR B, EOUAL IN DEPni TO niE EXISTING PAVEMENT, SHAlL BE PLACED IN ACCORDANCE
WTH THE APPLICABLE REQUIREMENTS or WSDOT SPECIFICATIONS or SECTION 5-04, EXCEPT THAT
LONGITUDINAl JOINTS BETWEEN SUCCESSIVE LAYERS OF ASPHALT CONCRETE SHAU. BE DISPLACED LATER AlL Y A
MINIMUM OF 12 INCHES ASPHALT CONCRETE OVER 2 INCHES nilCK SHALL BE PLACED IN EOUAL LIFTS NOT TO
EXCEED 2 INCHES EACH
20. PATCHES ON AlL SnREET SURrACES, WAlKS OR DRIVEWAYS SHALL BE FEAniERED AND SHIMMED TO AN EXTENT niAT
PROVIDES A SMOOni-RIDING CONNECTION AND EXPEDITIOUS DRAINAGE rLOW rOR niE NEWLY PAVED SURFACE
SHIMMING AND rEAniERING AS REOUIRED BY niE CITY ENGINEER SHALL BE ACCOMPLISHED BE RAKING OUT THE
OVERSIZED AGGREGATES FROM THE ASPHAlT CONCRETE MIX AS APPROPRIATE.
21. SURFACE SMOOniNESS SHAlL BE PER WSDOT SPECIFICATION SECTION 5-043(13) UNACCEPTABLE PAVING PATCHES
SHAU. BE CORRECTED BY REMOVAl AND REPAVING or THE TRENCH
22. WHEN TRENCHING WlnilN niE ROADWAY SHOULDER(S), niE SHOULDER SHALL BE RESTORED TO ITS ORIGINAl OR BETTER
CONDITION
23 niE FiNAl PATCH SHAlL BE COMPLETED AS SOON AS POSSIBLE AND SHALL BE COMPLETED 'MnilN 30 DAYS AFTER FIRST
OPENING THE TRENCH nilS TIME rRAME MAY BE ADJUSTED IF DELAYS ARE DUE TO INQ.EMENT PAVING WEATHER OR OniER
ADVERSE CONDITIONS niAT MAY EXIST, HOWEVER. DELAYING OF THE FINAl PATCH or OVERLAY WORK IS ALLOWABLE ONLY
SUBJECT TO THE CITY ENGINEER'S APPROVAl niE CITY ENGINEER MAY DEEM IT NECESSARY TO COMPLETE THE WORK
WnilN niE 30 DAY TIME FRAME AND NOT AlLOW ANY TIME EXTENSION Ir nilS OCCURS. niE CONnRACTOR SHALL
PERFORM niE NECESSARY WORK AS ORDERED BY niE CITY ENGINEER.
24 A MANDREL TEST IN ACCORDANCE Wlni WSDOT SPEClrlCATlONS - 7-173(2)G MAY BE REOUIRED BY niE CITY
ENGINEER ON SEWERS EXCEPT LATERAlS WHERE DERECTlON or THE PIPELINE IS SUSPECTED
25. CONTRACTOR SHAlL INSPECT SERVICE LINES FOR BLOO<AGE OR DAMAGE AND REPLACE ACCORDINGlY UP TO R/W LIMITS
26. WHEN THE SEWER LINE CROSSES AN EXISTING WATER MAIN. niE CONnRACTOR SHALL VERIFY THAT niERE IS AN 18 INCH
SEPARATION BETWEEN niE PIPES IF niERE IS LESS THAN 18 INCHES CLEARANCE, niE CONTRACTOR SHALL CUT niE SEWER
PIPE AS NECESSARY TO ASSURE niAT NO JOINTS IN niE SEWER PIPE ARE CLOSER niAN 10 rEET FROM THE CROSSING
27, AlL SANITARY SEWER PIPES AND SERVICES SHAU. BE INSTALLED 'MTH CONTINUOUS nRACER TAPE
niE CONnRACTOR SHALL BE FULLY RESPONSIBLE FOR niE LOCATION
AND PROTECTION or ALL EXISTING UTILITIES
THE CONnRACTOR SHAlL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
1-800-424-5555
A MINIMUM or 48 HOURS PRIOR TO ANY EXCA VA TlON
THE CONTRACTOR 'MLL AlSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED
COtTRACT NO.
............
~~ T, ~./ r::::
~~a'~~~ ., SKilliNGS
W~4 ,< ~~m~~2~~!.98,"'
b (360) 491-3399 (800) 454-7545 Fax (360) 491-3857
IUPIRII!I "/11/010
PORT ANGELES WA
P ARK A VENUE
RACE STREET TO LIBERTY STREET
LEGEND:
ROADWAY CENTERLINE
PROPERTY LINE / ROW
EXISTING GAS
EXISTING OVERHEAD POWER
EXISTING POWER
EXISTING SANATARY SEWER
EXISTING STORM DRAIN
EXISTING TELEPHONE
EXISTING CABLE
EXISTING WATER
-G--G--
-OHP---
-P- -P- -
-SS---
-SD---
-T- -T- -
-C- -C- -
-w---w---
EXISTING CURB
EXISTING EDGE or PAVEMENT
EXISTING FENCE
-X - --
EXISTING CULVERT
EXISTING CULVERT
EXISTING VAlVE
M
EXISTING FIRE HYDRANT
'0
EXISTING WATER WETER
III
EXISTING SANATARY SEWER MANHOLE
o
@
EXISTING STORM DRAIN MANHOlE
EXISTING CATCH BASIN
o
EXISTING LUMINAlRE
p:
EXISTING UTILITY POLE
-<>-
EXISTING TELEPHONE PEOEST Al
EXISTING UTILITY POLE
-0-
EXISTING SIGN
'U'
EXISTING MAILBOX
CJ
EXISTING BUILDING
r----------..,
I I
L__________..J
PROPOSED SANITARY SEWER MANHOLE .
PROPOSED CATCH BASIN .
PROPOSED SANITARY SEWER 55
PROPOSED STORM DRAIN SO
PROPOSED CURB AND GUTTER
l. . 'j
PROPOSED SIDEWAlK .
PROPOSED HOT MIX ASPHAlT I ^" n ;i.;- " ~ ~ ". I
PROPOSED FENCE X
PROPOSED FIRE HYDRANT .,
PROPOSED WATER METER .
PROPOSED CU T LINE C
PROPOSED FILL LINE F
JOB t4UWSER
GENERAL NOTES
AND LEGEND
02049-6
9i[[T
2
llF
11
SHtE'"
1
1
1
1
1
1
I
1
1
1
1 315
1 310
305
1
300
1295
1290
SEe 10, 11, 14 AND 15, T 30 N, R 6 W, W.M.
STA 23+23, 56' LT
END CURB AND CUTTER
STA 20+08 38' LT
MA TO! EXISTING CURB
AND CUTTER AND
SIDEWALK
STA 23+51, 55' LT (PC fO C)
BEGIN CURB AND GUTTER AND
SIDEWALK
REMOVE EXISTING SIDEWALK, RAMP,
/
/
/
23+54 2, 29 l' LI
, CEN TER Of RAMP
'-,(f 0 C ) ./
" /'
'---,
INSTAll. 10 Lf Of 12 IN CORR.
PE PIPE AT 211 DAYLIGHT INTO
EXISTING TREA TIotENT SWALE
REGRADE SWALE AND fiLL
SLOPES TO DAYLIGHT PIPE
;i
-J
/1
/,
,
~
,~
REMOVE CURB AS DIRECTED BY
THE ENGINEER ACROSS fROM
~
'() Ii,
~"=!- ('""'- -7' - ~
:~: ../ ~
11'/' /
II: ~ ~/
EXISTI"IG 1 B IN 1---
CU~ VEflT
! \ I
\
\
7
I
STA 21+08, 175' LT
STA 20+95 L T
INSTAU 12 DRIVEWAY,
5' ~DE
SCALf IN fEn
10..0- \
o 20 40
-
--
-
093X
.--":
!'\
Ie
10 LFi f 12 IN
CORRl ,PE PIPE AT 2"
~ 1
1\
1 \.--.-
...__---1 .
STA 23+78, 19' LT
INSTALL N YPE 1
1IIllf CIJR5 INLO' F'RAMr AND GRATE
RIM = 311.85
IE (N) a 308,50
---::::
o
on
+
.
"'0
, .
,.,
...,.,
... .
~iil
-..----.----------.
--:::::
.--:::::
o
o
+
,.,
"',.,
. '"
ID
<0
...,.,
en
u '
...J
o
on(n
~ g: EXISTING GROUND AT
N' ROADWAY CENTERLlNE~
i=5~
enw
~ ~ ---::::!) 42~
~
---::::
---=::
...--:::
or-
ono
+on
001
"''''
, b
~~
w
---==
-------
oon
001
+....
~~
II
< I
...>
enw
....
Q.w
~2;
m
--=
VPI STA a 23+75
"y'P1 ELf:V "' ~12 70
L a 150 fT
llfE CONTRACTOR SHALL BE fULLY RESPONSIBLE fOR THE LOCATION
AND PROTECTION Of ALt. EXISTING UTILITIES
THE CONTRACTOR SHI\LL VERifY AU UTILITY LOCATIONS PRIOR TO
.cotISTRl:l.CTlON BY CALl.ING THE. UNO.ERGROUN!l. LOCAIE: LINE AT
1-800-424-5555
A MINIMUM Of 48 HOURS PRIOR TO ANY EXCAVATION.
THE CONTRACTOR ~LL ALSO BE RESPONSIBLE fOR MAINTAlNING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
1285
PROPOSED GUTTER
ELEVATIONS (TYP)
STA 21+06 19' T
INSTALL CA TO! BASIN E 1
~TH CURB INLET fRAME AND GRATE
RIM - 298.28
IE (S) = 295.20
SCALES'
," = 20' HOR
l' a 5' VEil
I
on 0 on '"
01 CD '" '"
'" ,., . on
01 01 01 01
'" '" '" '"
20+00
REVISIONS
NO DATE
. '" 0 0
ID 0 '" '"
'" ID 01 0
01 01 01 0
'" '" '" ,.,
21 +00
CONTRACT NO
02049-6
,., r- 0 :: '" ,., '" . 01 ;;; '" 01 '" CD 01 01 CD
0 0 '" '" . '" '" '" 01 on '" '" . '"
0 '" ,.j . on '" r- m .,; 0 '" '" '" '" '"
0 g 0 0 0 0 0 0 ;;; ;;; ;;; ;;; ;;; ;;; ;;; ;;;
'" '" '" '" '" '" '" '"
22+00 23+00 24+00
r-
ID
'"
;;;
25+ 00
280
19+00
PORT ANGELES
WA
L 1 SKILLINGS
CONNOLLY
P ARK A VENUE
RACE STREET TO LIBERTY STREET
ROADW A Y
PLAN AND PROFILE
I
DESIGNED BY:
ENTERED BY:
CHECKED BY'
PROJ ENCR..
S THOMAS
S. HELLER
K. KIMMEL
5Q16 Lacey Boulevard SE, Lacey. Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
I
OllCt 02049-6..JlPP1.
lIT., 1-24xJ6b, so_st, r 1002. Z02049-6BII. 06/14 OS 11'48 K"sta
'/II/f16
315
310
305
300
295
290
285
280
JOB Nl.&I8ER
02049-6
SHEET
3
OF
11
SHl:ElS
REGRADE SWAlE
AND I'lLL SLOPES
TO DAYLIGHT PIPE
SEe 10, 11, 14 AND 1&, T 30 N, R 8 W, W.M.
I
SCALE IN f'frT
~
o 20
I
40
STA 27+64 19' L T
~~M~~~ ;
FRAME AND GRATE / I
N: 41260232 : /
E: 1007916.43 )/ ///1
STA 27+51 30' L T
DAYLIGHT 12 IN PVC PI INTO
EXISTING TREATMENJ.--SWALE I I
REGRADE SWALE-lIND FILL /
_ x _ _ _ ~.-ro;oAYLIGHT PIPE X - - _ _ _ f x
__________-~ ~ 7
----- ~- -
r_F i..-- ~
0-
LT
I
II
I ! I
V
,j
:,
-'~
/
ADJUST vAlVE I I
BOX TO GR\&.DE I
: I
ADJUST 2 IEXISTlNG I
WATE~M.EJERS : I
I II
STA 26+88 LT I
L1.~_STALL 12 DRIVEWAY I
I 1._______J[ (
I REMOVE 16 LF OF )i
I EXISTING 12 IN /I~
I CULVERT ./
I
I
I
I I
I :
I)
RELOCATE POLEA'
BY OTHERS I
I
I
, I
r---~-------1
I I
I I
R~OVE 65 LF OF
ExiSTING 12 IN. CULVERT
I STA 30+26 L T
_ _ ..J END 571 DRIVEWAY
I
RESET EXISTING
HYDRANT ADJUST
I VALVE BOX~ GRADE
I FACE OF H RANT
SHAlL BE $Ii
I WITH THE B CK'.
SDGE or 51 WALK
I I ---
I ~
I n I'
I 'J'"
~
=-F
~
-
--"
_=:::;t
INSTALL 16 LF OF 12 IN
CORR. PE PIPE AT 1 5"
/
I
I
I
/ I
//' //
/ -~-
/ ~j~O---
/ r-~~__~
/ I I
/ I I
/ I I
/ I I
I / I I
I / I I
/ I I
/( I ,___.J
/ I I
><
I'
I
~
\ \'
\ I
I I
/
i
(
\
I
I
I
\
....", _ .1
- ==~ -Vr
I ' I
I ~/I
/ I
~__~ I
---'r I
r--" .
I 1--+-,
I I I
i-----l I ~
I '
I J
L____-, /~~
'- r/-,
// I- --
//
//
(
SS_
5$'- -
~
EXISTING ~~
(/
\
\
\
\
STA 26+16 19' LT \
CATCH BASIN WITH CURB INCf;T
FRAME AND GRATE \
r--------------------, CONNECT TO EXISTING 12 IN CULVERT
\ N' 41261232 \
II IE: 100777309
\ \
I 1 \
I I )
I I /
I I /
I _________-l /
----------/
//
;----------,
I I
I '
I I
I '
I L-,
I
\
i
J
I
J
I
I
J
J
I
J
J
I
)
/
/
/
/
/
)
/
,I'
/
/~
//
330
EXISTING GROUND 4T
......" """"'" \
---
0....
"''''
+.ri
"'-
"''''
" .
-<--'
...'"
<II
(.)
g;
VPI STA = 27+50
VPI ELEV = 316 20
L-2ooFT
0'"
"'CD
~~
...'"
"
-<--'
...",
<II
~
- ..---:::
-
---=
. 325
--
--
-- -
265"
or- 12 IN' CORR. fOE PIP
376LF' -
Ii
I'
t]
j'
..J' :-
~ -
At 2 SlII
320
--
---
{) 93"
I
II
H
II (;uTTER LINE
II PROFILE
Ii
/1
II _--
\-
315
.-----'
----.--->
-----...........----..........~--_.--.-..
~~----
310
---
THE CONTRACTOR SHAll BE FULL't RESPONSlBL;E FOR THE LOCATIO;'"
AND PROlECTlON OF ALL EXISTING :UTILITIES -
THE CONTRACTOR SHALL VERIFY I\LL UTILITY LOCATIONS PIiIOR TO-
CO.N.STR!JCTION ay 1;:A.~~lti(i THE !JNOERCROlJNO ~QCAlf. ~1tiE. AT ~-
1-600-424-5555 .
A MINIMUM Of 46 HOURS PRIOR TO ANY EXCAVATION
THE CONTRACTOR WILL AlSO BE RESPONSIBLE FOR MAlNTA.NING
All LOCATE MARKS ONCE THE lJTllITIES HAVE BEEN LOCATED
305
16 LF OF 12 IN CORR.
fOE PIPE AT 1 5"
, T
INSTAlL CATCH BASIN TYPE 1
WITH CURB INLET FRAME AND GRATE
RIM = 31680
IE(E) = 313.62
IE(W) = ;:51362
rPROPOSED GUTTER'
... . E~~VAn~NS (TYP) :.
T + 'T
INSTAlL CA~ BASIN T'If'E 1
WITH CURB INLET FRAME AND GRA TIE
RIM = 3146-7
IE(N) = 312.10
300
It., SKILLlrt6S
~ CONNOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
:: . ~ 0 '" '" CD Iii . .... 0
'" .... '" ": '"
0 '" CD .
0> 0> 0 N N ... N .., '"
;;; ;;; '" '" '" '" .
'" '" '" '" '" '" '"
'" '" '" '" '"
29+ 00 30+00
P ARK A VENUE ROADW A Y
RACE STREET TO LIBERTY STREET PLAN AND PROFILE
'"
0>
.
...
'"
'"
.
'"
:;:: 295
'.31 +00
" '" . '" 0 0> '" 0>
<<> 0 ... . ;;; ~ . ::! '"
..; . . CD. 0> '" '" CD .
. . .- . '" .ri '"
;;; ;;;- ;;; '" '" '"
;;; ;;; ;;;. ;;; ;;; ;;; ;;; ;;; ;;; ;;;
25+ 00 26+00 27+00
DATE REVISIONS CONTRACT NO.
S. HEL~ER 05 05 NO DATE 02049-6
K. KI!A!AEL 05/05
S THO!AAS 05 05
lItol,,-24..l6b. seJ\. r fl102, 102049-6lllI, 06 4 05 11 47 Krist.
Iii 0 '" 0> CD
'" '" 0 '"
'" ,..: .... CD CD
;;; ;;; ;;; ;;; ;;;
28+00
JOB NUMBER
02049-6
'/Ol1VO
PORT ANGELES
WA
SHEET
4
OF
11
SHEEr.;
DATE
I DESIGNED BY: S HELLER 05 05 NO. DATE
ENTERED BY: K. KIMMEL 05/05
CHECKED BY:
PROJ. ENGR.: S. THOMAS 05 05
I
I
I
I
I
I
I
I
I
I
I 345
I 340
335
I
330
I
325
I 320
I 315
I 310
I
SEe 10, 11, 14 AND 15, T 30 N, R 8 W, W....
I
--
SCALE IN FEET
....-
o
J
40
STA 31+30 19' LT
CA TCH BASIN W1lH CURB INLE T
FRANE AND GRATE
N: 412577.05'
E: 1008283 51"
'---.
RELOCATE E~S 'G
WA TER IotETljR
/lJ1
INSTALL DRIVEWAY v.lDlH AND
LOCATION TO BE FIELD VERifiED
BY THE ENGINEER.
--- --------
INSTALL....C\lRB RANP A~
-EXISTING CRosswAl.K-L .
EXACT LOCATION TO BELD ______
o VERlfIEtr"B'f-tllE....~____
~.-/ /) "'--- 335--
--333--- ~ ~
-------334-~ ______ ~r '
~~-~_~3~_--~~ r)i: -~ . 9---~-
,;,w~~~__]l______ - -:'-.Jl'=-=;;-~:;.-!t.:::_~-_.:;:~~~~k~~~ ll' .... ====-_ . - --- - - - or n-_
5D- - -50- -50- - -50- _ __J _ - - ___
-SD- - -SD-_5D- - -50-
55 55------SS ...____- I - - SD- - - SO
AVE. 35+00 "~~5l~ss-- __ _ 36+00 - S 85~01!:..L..- _ _ --1Z.tllQ .
nn,~mL:r~_n~_:=J~':," n ~ .' _ _ w- _ _ w- _ _ w-
- ~ -T---!- -T- -Tr -----"'T- -T- -r 'I '-_ / (336~
~x--- I -x_ - / l -
=-\=: w_ - - vI_ - - w_ - -:...JI/.- - - -_-_-=--_-~--~,~:;:_;;.,=.lF_"""'==i::< - -e---.OH"" ."..< -OHP- -Z;O"<>'-_/_-
----rt.....u--l--~-- -- --,.. rr---w-r=--~.r""W..rT',.. (yo ,J:
I I I ( I~'~ - -
I I \ J. "I R
I \ I '" ... ,\ b
I V' I II 'r
I \ <II I \ ~\ ! I /
'I ,/
I \ CENTERLINE MONUIotENT AND GEODETIC \ I"""'" I ~ '
CON TROL POIN T 06301171 \ Y ~ i - i
L - - _ _ _ ..l NO 2" BRASS CAP IN CONCRETE \ I 1'\ f, f ~ "
IotATCH EXISTING PAVEt.AENT, SEE P VOL 34 Of SURVEYS. PG. 22, I \ " 1 ~
__Bl.!lL..IOJJIiI.JlE.~ SHEET 11. RE ORDS Of CLALLAIot COUNTY, WA I n.1 \... : \ I 'I "-
STA 34+39 ", EL a336 46 -,-- 336_ "336- '---I!....
END CENTERUNE RPIot'S"" ~~ J~~~17.5~3 \ I I
MATCH EXISTING! CONTRA TOR SHALLAlEEEREJ\J~E \ Iii
MONUME T Ol!RlNC CONTRUCTIOlhANQ
RESET ONyMENT v.lTH CASE AND\fO~R. l5
II \\ ~
, \
\ \ '
20
/
/~
-;~9-
~
LT
DRIVEWAY
() -0336_
~4--~~-=-
f
33
\ RELOCATE s:: - 95657 fT I \ -r'
'~\ ~', MAilBOX \ I ~ _ _ _ _ _ -L ~
~~~=~~~~ ~-----?C ~~-----~--
~ _ .1 L l... _ _ _ _ _ _ _ _ - - - - - - - - - - -,
'-Y I ' 1 ,
~! i i /~~i ; / II "
/, :; t\ J ! !
-? I : I \ I A\ I f ~
~ I '/', If/ \ I I I
i ' I, <..::.."-'1 \ i
~--, 'TI \ '
I I "
I ,
L_-l
I
I
I
I
I
'l I
I I
L_J
'; ,~fi
I I V
1 ~~ ~
~>n__~_SS-~~~r:J
x-=--=- - :-"\ \~-
~----- ':'---r"\-~---Q;- 7-7
..., ::J", \ ; \ I / ,.
~~ I ,. I i \
~~ I \ \,~, \
b-1-_ ~ cc. v"
I II \ '\ I v" ~
~<l \ \ '"
\ )"
} //
/
V'
V'
\
V'
~
,
/
I
!
/
//
,,/,'/"'/
//"-........
,// ------...... --
/
/
/
/
-, /
----1
SCALES'
1" a 20' HOR
I" a 5' VER
THE ~ONtRACTOR SHALL BE fULLY RESPONSIBLE fOR THE I.QCA TION
AND PR01[CTION Of' ALl. EXISTING UTILITIES
THE ~ONTRACTOR SHALL VERIFY ALL UTILITY LQCATIONS PRIOR TO
CONSTRUCTION BY c;ALLlNG THE UNDERGROUND l.OCATE LINE AT
1-800-4'2'4-555"5
A :/oAINIMUIot Of 48 HOURS PRIOR TO ANY EXCAVATIoN.
THE CONTRACTOR \\!LL ALSO BE RESPONSIBLE fOR MAINTAINING
ALL LOCATE MARKS ONCE TH( UTILITIES HAVE BEEN LOCATED.
345
STA 34-+-39
MA TCH EXISTING CURB.
GUTTER, SIDEWALK AND PAVEMENt
340
0'"
on'"
+10
;;~
. .
<>
~~
g;~
~- =-== _::-::::- - ===1:== - =-= ~ =-= -=-= - - -'L- - ~ - - - ~ - -=-:- ~ - --=-= - -( - - =-=---=-==----:
~ ~ ~
, ,
~. [XISTING GUTTER i I
, :LINE PROF1Le: I
i: "
, II
I, ,I
, I'
Ii II
I'
11
,
,
vPl StA = 34+90
ELEV "" 336.4 7 ;
L=350fT '
320
335
-"
,.",,, """.., "'.....\
.:.---
-
--=
-----'"'
......- -
-
-~
-
330
i
/1
It
it
il
,I
1 '
I:
ji
11
J f===,
315
-
on
+
..,
..,
'"
U ....
<;;;
......,
VI
<.> u
~d
~--'- .J
-
-
2.8'5"
on
CO
+
CO
"'",
~ 0
\ \ oo(~
I I :;;..,
.... I
g.;j
-
.2,.65"
GUTTER LINE
PROFILE
325
~-,
--
PROPOSEO
: GUTTER
ELEVATIONS
: .(!YP! l
--
----...---.....----......--- --
~ ----- ~...
PE
..- ~ ~-
.... N '" on '" en ~ '" ~
CO ... .., en .. CO
... '" cD en en 0 ;;; ;;; '"
'" '" '" '" '" .., ..,
.., .., .., .., .., .., .., .., ..,
32+00 33+00
REVISIONS CONTRACT NO.
02049-6
'"
....
on
'"
..,
31+00
en
en
'"
'"
..,
'"
'"
CO
'"
..,
...
o
...
'"
..,
'" on '" en on
'" on en ..,
'" ...; ...; .., ....
.., .., .., .., ..,
.., .., .., .., ..,
34+ 00
310
37+00
35+ 00
36+00
1l2049-6.JlPP3.
WA
JOB NUNBER
l.] SKILLINGS
COtltlOLLY
5016 Lacey Boulevard SE, Lacey, Washln9ton 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
ROADWAY
PLAN AND PROFILE
02049-6
PARK AVENUE
RACE STREET TO LIBERTY STREET
9iEET
5
or
1t
SHEE~
PORT ANGELES
lrI.,,- 24.J6b, se_sL' 1002, Z02GI9-6llIl. 06 14 05 11 49 Knslo
I
I
I
I
JJ6
I
I
STA 37+13
MATCH EXISTING CURB,
GUTTER, AND SIDEWALK
,--
SEe 10, 11, 14 AND 15, T 30 N, R 8 W, W....
INSTALL 9 Lf Of 12 IN.
CORR PE PIPE AT 6:11:
STA 42+15 19' LT CATCH
BASIN WITH CURB INLET
fRAME AND GRATE
N. 41249649
E: 1009633 16
SCALE IN nET
.....- '
o 20 40
STA 37+16, 20' LT
HROUGH CURB IN
N 41253543
E: 100886511
STA 42+15, 10' L T
STA 40+15, 19' LT EXISTING MANHDU:
CATCH BASIN WITH CURB,INLET \ N' 41248763 '-- 327
FRAME AND GRATE "\ E 1009365.49 ~
N 412511 54 ~ \ CONNECT TO EXISTING MANHOLE
E 1009166 B8 '""~ \ ADJUST MANHOLE TO GRADE
\ ADJUST MANHOLE
__. _. \ ~ TO GRADE
-- ~ -, F I,.. F a F f F
~.'\_---=-==:::-~ ~. ~
;:..3.J~~~ __~-~ .3J~_.
._~~:::;;f~ -- --~ -
.--;-3 . :
STA 37+23, 20' LT EXl5TING TREES TO BE
ANGLE POINT REMOVED AS NECESSARY
i!t\ -331_
i '" r"",~ ---331~
"-\\\~, ~............
. ~ l3 ~Q ----...... / f
____ 3,,~ F -=.f-33 L::::.....(
f--.=: ~ J --
- =-=--==--=
,____ff__ _ Vt.
,
W __ nlr_
_It _=-_W=___ lY_ - _.wc__ ~::.I_~ --w- --w- - ~-.w::
, ~o ~--X ~_x~ rr X =-x
/ :I:
\_ _ _ _ _ _ _ _ _ _ _ _ _ _~ _0-- - - - - - - - - - -
; STA 40+15 105' LT /:i \
\ ~xl~~~go~~HOLE I \
\ E' 1009166 18 : \
'V CONNECT TO EXISTING MANHOLE I a..
6',,\ ADJUST MANHOLE TO GRADE f ~
\
\
a..
:I:
o
-<\r
STA 42+80 20' RT
M.\TCH EXISTING CURB AND GUTTER
ST A 42+91
END CENTERLINE RPM S
MATCH EXISTING
d~
~-OHP- 0 .., - OHP-O
~~ I'~ ')J
-''Ii - - - -."-IF ~~r~ ~~X-~~-~"?(""""a..
337-~ 1 ;bh is
A 37+ _ _____.... I i I
B GIN, NTERlINE RPM:s---.......... ,I, ~
M TCI1 EXISTING 'l:l / 336'; "
\::r - ,,"-, STA 37+31 5 8' LT
\ EXISTING MANHOLE
" N' 412521 89
. ",- E: 1008882 75
CONNECT TO EXISTING MANHOlE
ADJUST MANHOlE TO GRADE
-0-
1- -[~ _
~ (
\ U I I . -- -, /
114-- r
\' I Jl/
~//
s
fOUND 2" BRASS CAP,
STAMPED "ClARK 12223"
N: 41246968
E: 1009467.92
INSTAlL 9 Lf Of 12 IN
CORR PE PIPE AT 6:11:
9
STA 37+13
MATCH EXISTING- CURB,
GUTTER, SIDEWALK AND PAVEMENT
THE CONtRACTOR SHALL BE fULL'" RESPONSIBLE fOR THE LOCATION
AND PROTECTION OF ALL EXISTING :UTILITIES.
THE COf'4TRACTOR SHAlL VERIfY AlL UTILITy LOCATIONS P~IOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT
'~800-424~5555
A MINIMUM Of 48 HOURS PRIOR TO ANT EXCAVATION
THE CONTRACTOR WILL AlSO BE RESPONSIBlE fOR MAINTAINING
ALL L(lCATE MARK$ ONCE THE UTILITIES HAVE BEEN LOCATED
350
SH\ 40+15 19' LT
INSTALL CATCH BASIN TYPE 1
WItH CURB INLET fRAME AND GRATE
RIM = 335 51
IE(S) a 332 11
345
5l~
+....
...'"
"''''
n .
;:!;>
",:l
\oJ
~
STA 37+31 5, 8' LT
El(ISl1NG MANAOlE
RIM a 335.93
IE(N) = 31928
IE(W) a 323 93
IE(E) a 318 311
IE(NW) a 331 D8
,.~, ....." "'m~'~
D.D2l1:.
335
340
GUTTER LINE
PROfiLE
o
....
+
en
"'.
p '"
ui
<'"
....'"
'"
o I
~d
o
....
+
o
.",
n '"
....
<'"
....'"
'"
.... I
~d
-114"
--
-
9 Lf' or 12 IN CORR
PE PIPE AT 6:11:
330
II
II
II
II
11
9 Lf Of 12 IN. COR~.
PE PIPE AT 6 lI:
STA 112+15 19' LT
INSTALL CATCH BASIN TYPE 1
WTH CURB INLET fRAME AND <;RATE
RIM = 333 3D
IE(S) a 329 90
I
11
1\
II
------------~--~I
--------------- H
EXISTING 24 111I DIAM COIIIC PIPE __________.....__~
----------------~
VP1 $TA = 40+OQ
VP1 ElLEV = 335.115
L '= 100 fT
I PROPOSED GUTTER
ELEVATIONS (TIP)
SCALES
I" a 20' HOR
,. .. 5' VER
325
STA 42+15 10' LT
EXISTING J,lANHOlE
RIM a 333 43
IE(W) = ~21 98
iE(S) a 321 99
it(N) = J2g.3S
320
'"
'"
....
'"
'"
...
....
....
'"
'"
.
en
.
'"
'"
'"
.
.
'"
'"
....
'"
.
'"
'"
o
'"
'"
'"
'"
...
....
'"
'"
'"
42+00
....
CO
to<
'"
'"
315
'"
.
to<
'"
'"
43+00
'"
'"
to<
'"
'"
.
'"
'"
'"
'"
to<
o
.
'"
'"
en
'"
on
'"
'"
~
;:::
.
'"
'"
..;
'"
'"
....
'"
'"
S. HELLER
K. KIMMEL
38+00
40+00
41+00
39+00
PORT ANGELES
WA
COtTRACT NO
JOB NUMBER
REVISIONS
ROADWAY
PLAN AND PROFILE
l.., SKILLINGS
CONNOLLY
02049-6
02049-6
PARK AVENUE
RACE STREET TO LIBERTY STREET
NO. OA TE
SHUT
6
or
11
91tETS
5 THOMAS
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
1lWGt02049-6.../ll'P4
llte. z-24r3611, so_51, r 11I02, Z02049-68U, 06 4 05 U:OO Kn,to
I
I
I
I
I
I
I
I
I
I
I 310
I 305
300
I
295
I 290
I 285
I 280
I 275
\~....-
1/ /
I
\ f \ f
~ f \ r\
\ \\~\\ ~
\/~ \,
^ \ I \
I "
/ ~ \\ \
SCALE: IN ffE:T
~
o 20
SEC 10, 11, 14 AND 1S, T 30 N, R 8 W, W.M.
1/1
1/
'I
v
fl
I
Ii
II
'I
\
,//
,~
/
/
:///
I
STA 23+50, 12/; IT
MANHOLE I
N. 41262271,/
E: 1007503 90
j
../..,/
/
/
/
//
/
,1
\ I
, I
\1
~,
NOTE'
CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF AlL SIDE SEllrR
CONNECTIONS PRIOR TO CONSTRUCTION
OF THE NEW SANITARY SEWER t.tAIN
//
!
//",/
/
./// \
\ \ I'
~ \ ~~
$' \",\ ~~
STA 20+00, 11.8. L T ~
t.tANHOLE \
N. 41262302 \ ~
E: 100715388 _ -rr ~
---
-------~-~4'-W---
-------fi~==Y-_;--V.. 7.97.
- - w- --7=-------~
- -/- //
\
.?.9
'?,
1-===;~~ :l,,\\,
............ J _ _ -; - - 1\, " ,
_':>- __---r- I '\ \, \ \ \
- - - .... - - ! 1" \\ \' \ /
~
I
"- I
",,- "-_I
'...., I
'~
SCAlES.
," D 20' HOR
I" D S' VER
STA 23+32
EXISTING 18 CUL RT
STA 23+14 , STA 21,+70 ,
EXlSflNG WATER liNE J EXISTING _W!~J.lliL _ - _.L. - - - - - - --
_---l-----
----
---
---
---
310
_...+--
--
-...
_.....----
o
o
STA 21 90
EXISTINC SANITARY SEllrR
---
o
_..--
--
~--
---
--
305
EXISTING GROUND AT
CENIEIi LINE fJF PiP.E ~
STA 20~14 ~ _--
EXISTING BURIED TELEPHONEJ - - --
--
"EXlSTlNG WATER LINEJ _ _ _ - - -' ---- -
_....-
-+----------~ -------
.Q
300
---
o
PVC PIPE ~ T 1 5"
....--
---
---
---
---
--
280
--
o
295
CTION
290
o
STA 23+ 5"0 T2.3" L T
IN TAlL 48 IN DIAM
t.tANHOLE, TYPE 1
RIIII '" 311 10
IE(W) .. 301.60
Iqi) a 301.70
285
.;.-
-------- .
"
II ['26 LF "EXlSTING
, I 12 IN PIPE
. f + . .. .
, I _-----
, L-- -- _----
L...l------
THE CONTRACTOR SHALL BE FUllY RESPONSIBLE FOR THE lOCATION
AND PROTECTION OF AlL EXISTING UTILITIES
THE CONTRACTOR SHALL VERIFY AlL UTILITY LOCATIONS PRIOR TO
CONS'TllUCTION flY C'ALL1NG 'THE tJNDeRGROUND LOCATE LINE AT
1-800-424- 5555
A. t.tINIt.tUt.t or 1,8 HOURS PRIOR TO AN'" EXCAVATIoN.
THE CONTRACTOR WILL ALSO BE RESPONSiBLE FOR t.tAINTAINING
ALL lOCATE t.tARKS ONCE THE UTILITIES HA.'VE BEEN LOCATED
59 I.F :or \2 IN. Pl/C.. .
PIPE AT 4.67ll:
20+00
23+00
24+00
275
25+00
21 +00
22+00
PORT ANGELES WA
DATE
I DESIGNED BY S. HELLER 05 05 NO. DATE
ENTERED BY: K. KIMMEL 05 05
CHECKED BY:
PROJ. ENGR. S. THOMAS 05
I
REVISIONS
CONTRACT NO.
JOB NUMBER
l , SKILLltlGS
CONNOLLY
~ 5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
SANITARY SEWER
PLAN AND PROFILE
02049-6
PARK AVENUE
02049-6
RACE STREET TO LIBERTY STREET
SHEET
7
Of
11
SH[[~
DWGtD2049-6_5'P1 d
Ilret z- 24xJ6b, so_st, r 100J, 202049-6811, 06 4 11 55 Kri1ta
I
I
SEe 10, 11, 14 AND 15, T 30 N, R 8 W, W....
/ 1/ i I ;
II Ii i---i--------; ,yi
/ I I /.
I I I ! I
! /: / :/
i /1 I j
~//) ;// , I /-----r-----JJ
----------- : //
X x- -x---x---x--r-7
__x___x_~-x---x--- --- /
/---A
____ =-====- --------- ---- /~~ "-:::- \ -,,"J /
------ ~ _ .L _
NOTE:
CONTRACTOR SHAlL \'ERlfY lOCATION
AND DEPTH OF All SIDE SEWER
CONNECTIONS PRIOR TO CONSTRUCTION
Of THE NEW SANITARY SEWER MAIN
,
I
L-r----J
I
I
I
I
f
I;
I
I'
I
I I
I ;
. J
1/
;1
/.
.
I; \ :
II I I
I: \ :
II \ I
II ,___+______--1
I: I I
11 I \
II I
II I
,L____..J
,:
Ii
I'
\
\
\
I
;7
. -,'"
-J
\
\\
\
1\
lIl'
1Il.
1 \
, '-
,/
tl
I
I
SCALE IN FfCT
....-
o
20
,
40
STA 26+64, 108' IT
MANHOLE
N: 41260102
E: 1007815.15
STA 29+79, 109' IT
MANHOLE
N, 412577.10
E. 1008164 11
=-
I
.':w :- -;W'!.... ~
:~;::c~~f~~"/A~~<,.: _
I
I
=_=-=-_-=- SS- - - SS-~____
- - ~ --- '
~-~---rr:=
! ~'1
I .
I
I
,
:
---w
I
_~.~J}~f:i~I~;r<t:cl:
~ ~
-sso -- - --"55- -~~
- ""5S---------SS=-~-~--
=8s:
~-
,..-/
/ '
/~
I ~"O/
/ r-~-~__,
/ I I
I I I
/ I I
/ : I
r-------
I ---,
1 I
I I
I
\
)
/
I
//
i
I
,
\
\
I
,------------------,
I \
I '.
I I
\
\
\
\
\
\
\
/
I
315
STA 25+47
E~~nNG ~A T~~ lINE I
....-
I
---------
STA 27+69
EXISTING WA TER LINE I
-------
------
STA 29+7!l 109' IT
INSTAll 4ll IN DIAM
lo4 ANHOlE, TYPE 1
RIM a 32i 60
lE(W) a 331.24
STA 28 98- IE(E) a 311,34
~ -------
I ~--
--------------------------:-----------
THE CON 'TRACTOR SHALL BE fUllY RESPONSIBLE fOR THE lOCATION
AND PROTECTION OF All EXISTING UTILITIES.
THE CO~TRACTOR SHALL \'ERlfY ALL UTILITY lOCATIONS PRIOR TO
CONSTRUCTION BY CAlliNG THE UNDERGROUND lOCATE UNE AT
l-8OD-+.24-S555-
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIOf'!
THE CONTRACTOR v.1ll ALSO BE RESPONSIBLE fOR MAINtAINING
ALL lOCATE MARKS ONCE THE UTILITIES HA\'E BEEN loeA TED
330
I
SCALES.
." = 20' HoR
." = 5' \'ER
330
I
325
STA 30+25
-EXISTING WA~ ~~ J __
----
----..
325
------
----
I
320
o
320
I
........-----~,..--
-----
-_-..----
-----
315
o
o
:;15 lf Of 1 IN P
P
310
o
310
I
315 lV Of 12 IN P
I'll' A
300
STA 26+05 RT
S VI lIN CONN
STA 26+64 108' T
INSTAlL 46 IN DlAN
MANHOLE, TYPE 1
RIM a 31522
IE(W) " 306 42
IE(.E) .. 306 52
STA 27+93 RT
SEll'll!;!; JoiN!; (:ONN!;PION
STA 28+20 L t
SE VlC lIN 'CONN
STA 29+28 LT
SERVICE LINE CONNECTION
305
I
ON
~'" 30<,49 RT
SERVICE LINE CONNECTION
305
,J.~5 l.F Of
IN PVC PIPE AT 1
300
I
ION
STA 29+96 IT
RVlCE LINE: CONNEC ION
ON
295
25+00
295
CONTRACT NO.
28+ 00
29+00
30+00
31+00
S, THOMAS
26+00
27+00
I
REVISIONS
JOB NUMBER
DESIGNED BY:
ENTERED BY:
CHECKED BY:
PROJ ENGR:
S. HELLER
K. KIMMEL
NO. DA TE
02049-6
l , SKILLINGS
CONNOLLY
PARK AVENUE
SANITARY SEWER
PLAN AND PROFILE
02049-6
RACE STREET TO LIBERTY STREET
SHEET
8
Of
11
SHEETS
I
O'M:;"D2049-6_SPP2 d 1t.~l-24xJ6b, 50-51, r 100J, Z02049-6Blo1, 06/14 05 11 55 KrlSla
5016 Lacey Boulevard SE. Lacey, Washln9ton 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
PORT ANGELES WA
I
SEe 10, 11, 14 AND 16, T 30 N, R 8 W, W....
I
I
I I
L_____________J
330-
I
I
I
I
Vl
Vl
I
I
I
III
Vl
SCALE IN F[ET
~
o
> 20
I
40
NOTE
CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL SIDE SEWER
CONNECTIONS PRIOR TO CONSTRUCTION
OF THE NEW SANITARY SEWER MAIN
I
;-
/
'.
,"
STA 35+00, 11 9' L T
MANHOLE
N 41254337
E 100865206
EXISTING IAANHOLE
REMOVE ENOUGH PIPE TO LAY NEW
PIPE INTO MANHOLE PLUG
EXISTING PIPE TO THE WEST
N 41251125
E 100879873
o
I
I
')~q>>
/
))0
')')\
I,
I
o T 335------1-
334 ~: i 0 0336
3J~_~ ~~ --:----:.. ~'~-~~-:1rrr::-~~~ ~:~:~~::::~=~::-::=::==:.:I~-
- _-_ _~=-=;; ~=_-~-':=_~-~-_\f_~-.:=_-==~;;~"]=\r';=;; =7;;= =-~ == =,'" = = = =-
55 . ~ - -SD- - -SD- - -SD- - -So- - -SD
-55 I - - -SD--
--55 I
35+00 --;-55~ 36+00 S 85"40'21. _ _ --Etll9
--....----~- ~5;;-----'05019FT-
::1_=_::1 \5S=_-=1~_~___-=__~_ss.=_~_r-SS-~_~_-=-5S-~_~_~b==-_~55=-@-- - - w- - - w- - - w- - - ~
/ I I, "" I -i'/ ""
\ -T -T- -T- ----"ET- -T - -T ',/ 336 "
x - - - I - X _ _ _ __ '-~" / , "'......
r:-....JI= = - -:.-:.~-_-;..-o.Jl(-_-_-JL-_-_-=--_-..w_--W~~W=-=:.::-w--_~-e--~HP~~~ -OHP- - -OHP-,?_~'OHf>=-
~ \ I Jr -; -, T",\ .' ,fi!-~
I \ I 'I' \ ~'- - --
I \ I ABANDON PIPE ' , ,~ "
I \ I IN PLACE 'C 'I " VI I';'n
1 \ ~ ,~ \ Q: ii
{ \ I 10- \ ~ ~:
----_..J 'I' I 5 f,:
I ' 1 Q. I~
-9-\ JJ6: JJ6 I:: .
I I
I
/
5TA 32+94, 109' LT
IAANHOLE
N 41255757
E 100844665
/
')')~
I
'"1ht.,~:-_"-~mr~:'-n-'" ------"'- n.,/'-mnr _m -;:'::,: ;n"".~r-"n~- --=-": --PA~K A VE~;;!ltr~/ 7 ~
~ - -,~ - - - - - - '- 9'5'6'57FT --:--
~ "?~_==__==;;J==--.n;""'-j1m"",-=-- -,,;__b_ -,,-~-= n~-~- s,_:_~__-"- - r~I::I--~-~~-T-:J--~
,- ~x~~~")( q
- .1' ( - x _ - ~-=-~~-x--=-=--=--r--=--- ~ =----)f . -0- ) -\.
r--:I!-r~~ I --=~---~,-----------' ~---:----- --------~~ -----~; ,-- Q~~i~~ --7
~ I j i ~t!! )f ~ I Y:,\ ~: ~n
-b ABANDON PIPE "
- I I I IN PLACE ~ <J
__..., I, II
I
I
L_-l
I
I
I
I
I
'-C>
v
'V
".
I
I
"
I
"
, '
, '
, '
I
I
.340
SCALES
,. = 20' HOR
,. = S' VER
STA 34+38
EXISTING BURIED TELEPHONE
STA 35+00, 11 9' L T
INSTALL 48 IN DIAIA
MANHOLE, TYPE 1
RIIA = 335 39
IE(W) = 31915
IE(E) = 319 25
340
I
3.35
STA 32+94, 109' LT
INSTALL 4B IN OIAIA
MANHOLE, TYPE 1
R11A = 3304l
IE(W) = 316.06
IE(E) = 316,16
----......----
---------------------------
----
-----
o
-----,
I
D
II
II
II
II
1I
II
II
II
II
II
I I
I I
I
( Sf A 36+49, 9' RT
EXISTING MANHOLE
RIM = 336 55
IE(W) = 321 5S (NEW PIPE)
IE(W) = 321 55 (PLUG PIPE 'M TH
CONCRETE)
IE(E) = 321 60
IE(S) = 321 65
.3.35
---............----......
.330
---
_.....--
---
---
---
o
I
-----
330
----
----
325
---
----
-----
-----
-----
----
325
I
320
150 LF OF 12 IN PVC PIPE AT 15%
320
I
206 LF OF 12 IN PVC PIPE AT 15%
315
315 tl' 0 12 iN PVC PIPE AT 15'\
315
310
STA 33+02 RT
SERVICE LINE CONNEClION
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES
THE CONTRACTOR SI1ALL VERIFY (ILL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY <:AlllNG THE UNDERGROUND LOCAlE LINE AT
1-800-424-5555
A IAINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION
THE CONTRACTOR WlLL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE .uTILITIES HAVE BEEN LOCATED
310
I
ON
305
CONTRACT NO
34+00
35+00
36+00 37+00
33+00
REVISIONS
JOB NUMBER
02049 6
II SKilLINGS
CONNOLLY
5016 Lacey Boulevard SE, Lacey, Washington 98503
(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
PARK AVENUE
RACE STREET TO LIBERTY STREET
SANITARY SEWER
PLAN AND PROFILE
02049-6
I
OWCtD2049-6..5PP3clw Xr.~z-24.J6b, .....1, rcprlOO3, ID2049-6811, rx./14/05 1535 Ira-..
'''''/llll
PORT ANGELES WA
SHEET
9
Of
11
SHEETS
I
!Ii
o
a:
I
A
L
SINGlE
SERVICE
METrR
BOX
6" TYP~
-
A
J
I
METrR, METER BOX
AND SETTrR SEE -
NOTE 13 /~
~=~rlf'$
)) - C(
I
V.\1i~~)i
BENDS AS TRACER S '7
REQUIRED TAPE \ .
(12" RADIUS~ \ ~
/
==
I
~5' I" SERVICE ~
- t LINES l'llTH
TRACER TAPE SECTION A-A
L SEE NOTr 12.
SADDLE, CORPORA TION
STOP AND PAC JOINTS SEE
NOTr fl.
WA TrRMAIN
~
1 SERVICE SADDLES SHALL BE PAlNTrD DUCTILE IRON OR NYLON COATrD
DUCTILE IRON l'llTH STAINLESS STrEL STRAPS AND SHALL BE ROt.lAC STYLE 101S
ON I" TAP, 202S ON 1-1/2" OR LARGER TAPS ROt.lAC 202N, ROCK~LL 313 OR
APPROVED EQUALS ARE REQUIRED FOR HOT OR CORROSIVE SOILS ALL CLAMPS
SHALL HAVE RUBBER GASKET AND IRON PIPE THREADED OUTLETS
CORPORATION STOP SHALL BE ALL BRONZE AND SHALL BE FORD TYPE F - 500 OR
APPROVED EQUAL l'llTH IRON PIPE THREADS CONFORMING TO AWWA CBOO.
STAINLESS STrEL INSERTS SHALL BE USED l'llTH PACK JOINTS AND
POL YE THELENE PIPE.
I
I
I
2 SERVICE LINES SHALL BE ONE (1) INCH HIGH DENSITY POL Y- ETHELENE PIPE,
COPPER TUBE SIZE, MINIMUM PRESSURE CLASS 200 PDI PHILLIPS DRISCO 5100
ULTRA-LINE NO GLUED JOINTS l'llLL BE ACCEPTrD ON I" SERVICE LINES 1- 1 /2"
AND 2" PVC SERVICES MAY BE GLUED SERVICE LINES SHALL BE INSTALLED 45
DEGREES orr THE MAIN TRACER TAPE SHALL BE INSTALLED ON ALL SERVICE
LINES PER GENERAL CONDITIONS COPPER TUBING TYPE K SHALL BE USED IN
AREAS REQUIRED BY THE WATrR SUPERINTrNDENT
3 ALL WATrR METrRS SHALL BE PURCHASED AND INSTALLED BY THE CITY ANO
PAID BY THE O"""ER/DEVELOPER. METrR BOX AND SETTERS SHALL BE FURNISHED
AND INSTALLED BY O.",..ER/ DEVELOPER. I" METrR SETTrRS SHAU BE FORD VH
74-12 (MALE Sl'llVEL END) l'llTH CARSON 1419B-15 METrR BOX l'llTH
INSPECTION LID LARGER METrR SETTrRS/BOX SHALL BE AS SPECIFIED BY CITY
I
I
I
ALL WORK AND MATERIALS TO BE IN ACCORDANCE l'llTH CURRENT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", WASHINGTON
STATr DEPARTMENT OF TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION
I
WA TER SERVICE CONNECTION
NOT TO SCALE
I
6" l'llDE X 6" DEEP
CONCRETr COUAR
REQUIRED IN PAVED
AREAS
ALIGN VALVE BOX LID
"EARS" PARALlLEL TO MAIN
7"
...
CAST IRON VALVE BOX USE
RICH MANUFACTURING
1940A/1940B OR OLYMPIC
FOlJNDRY vaZB/vaZC AND
BASE
~-
I
TRENCH
BOTTOM~
...........
". \
..~
.
I
~ .:, . .
..- ~. .....
I
tlQlE..
1 CONCRETr SHALL BE CLASS 3000
ALL WORK AND MATERIALS TO BE IN ACCORDANCE l'llTH CURRENT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", WASHINGTON
STATr DEPARTMENT or TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION
I
ADJUST VALVE BOX
NOT TO SCALE
DATE
I DESIGNED BY: S. HELLER 05/05 NO DATE
ENTERED BY: K KIMMEL 05/05
CHECKED BY:
PROJ ENGR: S. THOMAS 05/05
I
OlIGtD2049-6j)1 dllQ Xt.~l-24x.16b,.. .1, 06/14{05 11 41 KnsIa
~ ~:._ /v~
(o.,~~~~or. ~~ ~ SKILLlfiGS
II"/} ~ l~tIl
~ -
j~ ~:5I~~ ~~ 5016 Lacey B~~dr:!,~2 ~~!n 98503
(/ _ "(360) 491-3399 (800) 454-7545 Fax (360) 491-3857
1_ '/WIIOOI
EXISTING
'T'~ -
S/HMA TO BE FLUSH
~ /l'llTH EN::TING PAVEMENT
PAVEMENT
BUTT JOINT DETAIL
NOT TO SCALE
40'
12'
2B'
'- 0 0 '- TYPE 2YV RPM (TYP)
""- TYPE 1 Y RPM (TYP)
SKIP CENTER LINE
o
o
o
W2ll
CROSSWALKS SHALL BE INSTALLED PER WSOOT STO
PLAN H-5c.
CHANNELIZATION DETAIL
NOT TO SCALE
~ A--l ~
.A
L "-~~\NSIO~~ O~O~O~O~ ~~ ~~~ L
~. .~I ,~Dhh~~ t "",,"- 1\
MATCH GUTTrR LIP
GRATr..../ A --~ \l OR EXISTING PAVEMENT
ELEVA TION 1'0" MIN
3'- 0" FROM FACE OF CURB
3' -0" (TYP.)
. USE WSDOT DRAl'llNG B-2A AT SAGS AND
WSDOT DRAl'llNG B-2B FOR MATCH EXISTING
ALL OTHER LOCATIONS PAVEMENT ELEVATIONS
AT GRATr EDGE
I. 1
':1"4 ~"~
EXPANSION / ~J
JOINi'~
ADJUSTING RING
AS NECESSARY
NQID..
1. OIL SEPARATOR "T"
REOUIRED AT OUTLET'
UNLESS OTHERl'llSE
APPROVED BY CITY
ENGINEER.
2, CONCRETr CLASS 3000
3. CA TCH BASIN BASE TO
BE SET LEVEL. GRA Tr
FRAME TO BE
SHIMMED TO MATCH
LONGITUDINAL SLOPE.
I
1
~~ "~ :'-PVC :IPE '--E~ANSION JOINT
~/ INSTALLATION
l12" MIN
~ 4 ____MANHOLE ADAPTOR
USE CATCH BASIN TYPE 1
4
c.,;; 4"
-~ 1.,,')
" <J
SECTION B-B
CAU FOR INSPECTION BY CITY I
fBJQB. TO BACKFILL I
MATCH EXISTING PAVEMENT ELEVATION
~ 6"viOLYMPIC FOUNDRY FRAME
SM 52-A l'llTH 3 16" NON-SKID
ROADWAY GRATE r..:... DIAMOND PATTrR~ ON TOP SURFACE
CROSS SLOPE SLOPE. I
- - '~~. ADJUST HOoo TO MATCH CURB
HEIGHT (3" MIN OPENING)
CAU FOR FORM INSPECTION BY CITY I
eBIllB TO POURING CONCRETr. I
SECTION A- A
THROUGH CURB INLET INST ALL A TION
NOT TO SCALE
REVISIONS
C~TRACT NO
SEE NOTE 5
SEE NOTr 4
, '.?
A
6'
4t,-\,
A
'-/
~
'.?'
.c,,-\,
, '<
SIDEWALK AT
(;_ .,0
DRIVEWAY APPROACH. TYP. 4t,-\'.............~ ~
[TRANSITION RAMP FROt.l .~
DRIVEWAY TO SIDEWALK ~
MAX SLOPE D 1. 12 (8") ~ ~i~~~ED~11E~~~
---V
2" MAX
6' PEDESTRIAN \1
t--TRAVELWAY CROSSING- lGRADE TO MATCH
DRIVEWAY EXISTING DRIVEWAY
SIDEWALK SURF ACE
(BEYOND;~~
FULL CONCRETr CURB
AND GUTTrR (BEYOND)_
r='
I
DEPRESSED CONCRETr~
CURB AND GUTTrR
SECTION A- A
o
NOTES:
1 THE PEDESTRIAN TRAVELWAY SHALL HAVE A MAXIMUM CROSS SLOPE OF 1:48 (2ll:)
2 INT ALL RAMPS ON BOTH SlOES OF THE DRIVEWAY AS SHO.",.. ON THE PLANS RAMPS SHALL BE LONG AS
NECESSARY TO PROVIDE A MAXIMUM SLOPE or 1,12 PARALLEL AND PERPENDICULAR TO THE EXISTING PLANE ON
WHICH THE RAMP IS TO BE CONSTRUCTrD.
3 CEMENT CONCRETr TO BE MIN 6" THICK INCLUDING RAMPS
4 ASPHALT IMPREGNATrD EXPANSION JOINT, FULL DEPTH AT BACK OF CURB AND EVERY 20 FEET AT TRANSVER5E
JOINTS.
5 CRACK JOINTS EVERY 5 FEET IN WAlK
6 HERBICIDE (RESIDUAL) TO BE APPLIED BEFORE POURING CONCRETr
DRIVEWAY CROSSING DETAIL
NOT TO SCALE
NOTES:
I SIDEWAlK LOCATION TO BE APPROVEO BY
CITY ENGINEER
2 EXPANSION JOINTS SHALL BE ASPHALT
IIlPREGNATED JOINT IlATERIAL
3. EXPANSION JOINTS SHALL BE 1/4" THICK,
FULL DEPTH AND AT 20'-0" INTERVALS
4 DUIlMY JOINTS SHALL BE l/B" THICK, I"
DEEP AND AT 5'-0" INTrRVALS
5 ALL UTILITY POLES, IlETER BOXES. HC
IN SIDEWALK AREA SHALL HAVE EXPANSION
JOINT MATERIAL (FULL DEPTH) PLACED
AROUND THEil BEFORE PLACING CONCRETr
6 ALL JOINTS SHALL BE CLEAN AND EDGED
7 EXPOSED AGGREGATr OR SPECIAL
SURFACE TREAT\,tENT WORK NOT ALLO~ IN
RiGHT-OF-WAY
A~
/ I,R 0 W
~f..~ Ii'
/7INT / /./
/ I
1If *. -
EXPANSI~ -All :&I~~~
JOINT 7 1$ / /
/ .tji
SIDEWALK WITH PLANTING STRIP SEE NOTr 11
R 0 W.,/
/
Bj
-7
B. DRIVEWAY AND SIDEWALK SHALL BE
SEPARATED FROM OTHER CONCRETE WORK
USING EXPANSION JOINTS
9 CONCRETr SHALL BE CLASS JOOO.
10 HERBICIDE TO BE PLACED UNDER
PAVING. CURB AND SIDEWALK PRIOR TO
PLACING OF IlA TERIALS
EXP~N ON !1~ffJ1
JOINT 0 !<J I
t:~
~MY ~N~S~ "
~,~~':'-; ,- / 1/
tI
'- EXPANSION JOINT
B ......
SIDEWALK AT CURB
SEE NOTr 'I
11 SIDEWALK ELEVATION SHALL BE BASED
ON 2" SLOPE PROJECTION FROM TOP OF
CURB
3' MIN 5' MIN I EXPANSION JOINT, 6' MIN.
~"- ,I" ~~\ :.: ~'""" ~~.: ~ ;-""
6" AT DRIVEWAYS 4" MINIMUM" '-COMPACTrD SUBGRADE
COMPACTrD SUBGRADE 6" AT DRIVEWAYS
SECTION A-A SECTION B-B
I CALL FOR FORM INSPECTION BY CITY I
fBlQJl TO POURING CONCRETE
SIDEWALK INST ALLA TION
NOT TO SCALE
PARK AVENUE
RACE STREET TO LIBERTY STREET
PORT ANGELES WA
6' I 4' I 6' I
-
'"
~
1 12 1'12 3:
- - ..,
0
iii
000000000000 Co
000000000000
~foOoOoOoOo
o go~ogogogo
ogagogogogog
/
DETrCTABLE /
WARNING PATTrRN..--/
NOT TO EXCEED l/U"
RISE FROM GUTTrR
GRADE. ROlJND EDGE
l'llTH 1/2" RADIUS
liQIES;.
1. DETrCTABLE WARNING PATTrRN SHALL BE 2'.4' YELLOW ARMOR TILE PANEL.
2 CURB RAMP CEMENT CONCRETr SHALL BE Q.ASS 3000, 4" THICK MINIMUM.
3, HERBICIDE TO BE PLACED UNDER PAlliNG, CURB AND ADJACENT SIDEWALK PRIOR TO
PLACING or MATrRIALS.
4 EXPANSION JOINTS SHALL BE 1/4" THICK, FUU DEPTH, ASPHALT IIlPREGNATrD JOINT
MATrRIAL
5 STrEP STREET GRADES AND/OR CURVE RETURN RADII OF LESS THAN 20 FEET OR
GREATrR THAN 35 FEET, REQUIRE SPECIAL DESIGN CURB RAMPS TO BE APPROVED BY
CITY ENGINEER
6 SIDEWAlK CROSS SLOPES NOT TO EXCEED 2'" CURB RAMP SLOPE TO BE 1: 12 OR
FLA TTrR
7 SIDEWALK l'llDTHS SHO.",.. ARE FOR RESIDENTIAL AREAS COMMERCIAL AND DOVotHO.",..
AREA l'llDTHS SHALL BE 10' AND 14' RESPECTIVELY
I CAU FOR FORIl INSPECTION BY CITY I
eBWR TO POlJRiNG CONCRETr
AU WORK AND MATrRIALS TO BE IN ACCORDANCE l'llTH CURRENT STANDARD
SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION", WASHINGTON
STATr DEPARTMENT OF TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION
CURB RAMPS
NOT TO SCALE
NOTES:
1 FORMS SHALL BE STrEL WOOO MAY BE
APPROVED FOR AREAS REQUIRING SPECIAL
FORMING
2. FORMS SHALL BE TRUE TO LINE, GRADE
& SECURELY STAKED,
3. EXTRUDED CURBS REQUIRE PRIOR
APPROVAL BY CITY ENGINEER.
4 THE I" RADIUS ON UPPER FACE or CURB
MAY BE FORMED BY EDGER OR BUILT INTO
FACE FORM - I" RADIUS ON LO~R FACE
or CURB SHALL BE FORMED BY THE FACE
FORM,
5, CONCRETr SHALL BE CEMENT CONCRETr
CLASS 3000
6 WHEN MATCHING EXISTING PAVEMENT
GRADE, PAVEMENT SHALL BE SAWCUT 2'-6"
FROt.l BACK or CURB
7 HERBICIDE TO BE PLACED UNDER PAVING.
CURB AND ADJACENT SIDEWALK PRIOR TO
PLACING OF MA TrRIALS
B JOINTS SHALL BE PLACED AT ALL ALLEY
AND DRIVEWAY RETURNS STRUCTURES, CURB
RAMPS AND AS SHOWN ON PLANS.
9. ALL JOINTS SHALL BE CLEAN AND EDGED
10 EXPANSION JOINTS SHALL BE 1/4 INCH
THICK AND AT 20 n INTrRVALS OR AS
DIRECTrD.
CALL FOR FORM INSPECTION BY CITY 111 EXPANSION JOINTS SHAU BE ASPHALT
eBIllB TO POURING CONCRETr IMPREGNATrD JOINT MATrRIAL.
r-TOP or CURB AT DRIVEWAY
\
\
\
\ I"R
5'1/2"
1/2"R
{
i 18"
I
~
:0 //1/2R
..- . &.~
. 4 4... . _
4 I' 4 .... of
ll"
CEMENT CONCRETE BARRIER
CURB AND GUTTER PER WSOOT
STANDARD PLAN F-l
CEMENT CONCRETE
CURB AND GUTTER
NOT TO SCALE
12. DUMMY JOINTS SHALL BE 1/8 INCH
THICK AND AT 20' INTrRVALS OR AS
DIRECTrD
13. DUMMY JOINTS SHALL BE CONSTRUCTrD
TO A MINIMUM DEPTH or 1 INCH
JOB NUIllIER
02049-6
DET AILS
SHEET
10
OF
11
SHEETS
I
o 5' CURB
SAWCUT LINE AND
ROADWAY
<t
I
<", Jl'
Q,)'
GUTTERLlNE
PROf'ILE POINT ~IES
MATCH CENTERLINE
ELEVATION
6'
SIDEWALK
12'
TRAVEL LANE
I
~\.\.
...'
017' HMA CL. 1/2 IN PG 64-22
017' CSTC
o 67' BALLAST
----
CEMENT CONCRETE
SIDEWALK
CEMENT CONCRETE
CURB AND CUTTER
I
I
NOTE:
IN FlU SECTION, USE GRAVEL
BASE YIl TH 2" or TOPSOIL TYPE C
ON TOP HYDROSEED ALL
DISTURBED AREAS
TYPICAL ROADWAY SECTION A
I
NOT TO SCALE
STA 20+00 - 2J+~
I
HYDRANT (SEE
NOTE '3)
I
I
COVER GRAVEL
YIlTH 15' FELT
ROOf'ING
MATERIAL,
1/2 CU YD . \
GRAVEL BACKFIL
FOR DRAINS
I
I
6' FLANGE
X MECH
JOINT GATE
VALVE
TYPE B (ALTERNATE)
(VALVE BEHIND CURB)
TYPE A (PREFERRED)
(VALVE IN STREET)
I
HQ!ES;
1 FIRE HYDRANTS SHAU BE PLACED AT STREET INTERSECTIONS WHEREVER POSSIBLE, AND LOCATED TO
MINIMIZE THE HAZARD or DAMAGE BY TRAffiC UNLESS OTHERYIlSE REOUIRED. THE FOlLOYllNG SHAU
APPLY FOR HYDRANT NUMBER AND LOCATION:
a f'lRE HYDRANTS SHAU BE LOCATED AS PER THE UNIFORM FIRE COOE, MOST RECENT EDITION
ADOPTED BY THE CITY Of' PORT ANGELES
b SINGlE FAMILY HOMES PROVIDED YIlTH RESIDENTIAL SPRINKLERS MAY BE 500 FEET AWAY FROM A
HYDRANT
2 THE LEAD FROM THE SERVICE MAiN TO THE f'lRE HYDRANT SHAU BE DUCTILE IRON CEMENT MORTAR
LINED ClASS 52 NO LESS THAN 6 INCHES IN DIAMETER
3. f'lRE HYDRANTS SHAU COMPLY YIlTH AWWA STANDARD C502 STANDARD FOR DRY-BARREL FIRE
HYDRANTS YIlTH 5-1/4 INCH MAIN VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES (NATIONAL
STANDARD THREAD), ONE 4-INCH PUMPER NOZZLE (PAClf'lC COAST THREAD - '3), 6-INCH MECHANICAL
JOINT SHOE CONNECTION, HYDRANT BURY 42 INCHES. HYDRANTS SHAU BE MUELLER CENTURION A-423,
ClOW F-2500: WATEROUS: OR APPROVED EOUAL.
4. HYDRANTS SHAU BE BACCED UNTIL THE SYSTEM IS ACCEPTED AND APPROVED
~O~hH~.ANTS TO BE PAiNTED CHROME YEUOW. LOW FLOW HYDRANTS TO BE INDENTIFIED BY PAiNTING
6. f'lRE HYDRANTS MUST BE INSTALLED, TESTED AND ACCEPTED PER APWA 7-14 PRIOR TO THE ISSUANCE
~p~~~~~G PERMIT. THE FLOW TESTING OF THE HYDRANT SHAU BE YIlTNESSED BY THE FIRE
7. FIRE SYSTEMS SHALL BE SEPARATE OR SEPARATED FROM DOMESTIC SYSTEMS IN SUCH A WAY THAT BOTH
SYSTEMS CAN BE OPERATED AND TESTED AT THEIR RESPECTIVE PRESSURES
ALL WORK AND MATERIALS TO BE IN ACCORDANCE YIlTH CURRENT STANDARD
SPEClf'lCATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION', WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION.
I
I
I
I
I
FIRE HYDRANT ASSEMBLY TYPE A & B
NOT TO SCALE
DATE
05 05 NO. DATE
05 05
I
REVISIONS
DESIGNED BY.
ENTERED BY:
CHECKED BY:
PROJ. ENGR.:
K. ZAYAS
K. KIMMEL
S. THOMAS
05 05
I
lltetz-24.36b. se_st, 06 14 05 11 42 Knsto
6'
SIDEWAlK
CEMENT CONCRETE
SIDEWAlK
CEMENT CONCRETE
CURB AND GUTTER
05' CURB
8'
PARKING LANE
SAWCUT LINE AND
ROADWAY
<t
12'
TRA VEL LANE
GU TTERLlNE
PROFILE POINT ~IES
MATCH CENTERLINE
ELEVATION
----
o 17' COMMERCIAL HMA
017' CSTC
o 67' BALLAST
NOTE
IN FILL SECTION, USE GRAVEL
BASE YIlTH 2" Of' TOPSOIL TYPE C
ON TOP HYDROSEED AU
DISTURBED AREAS.
TYPICAL ROADWAY SECTION B
NOT TO SCAlE
STA 23+50 - 42+91
ASPHALT CONCRETE
ROADWAY PATCH
FINNISHED JOINT
AT SAWCUT
EXISTING AC
ROADWAY
;.,
CONTROUED
DENSITY FILL.
SEE NOTE 5
PIPE UNDER LA\\tI
3' MIN TOPSOIL
f'lNAL
BACKFILL
~~z
:2 ..
Q::~~
~o",
~:;;~
",~bl
~~>-
z;;~
'i~~
~~V1
=1--Ja
Sot
rt
.1
I .. SEE STANDARD
NOTES' SPEC. 2-09.4
1 ACP PATCH SHALL BE ROUED AND NOT VIBRATED.
2 TO 8E USED FOR AU PAVED STREETS AND ALLEYS BACKFILL LOCATION TO 1'-0" BEHIND CURB OR EDGE
or PAVING UNLESS OTHERYIlSE APPROVED IN ADVANCE BY CITY ENGINEER.
3 WHERE CONCRETE PAVEMENT JOINT IS LESS THAN 4'-0' FROM SAWCUT, THE PAVEMENT SHAU BE REMOVED
TO THAT JOINT.
4 TEMPORARY PATCHING YIlTH ASPHALT OR PLACEMENT OF STEEL PLATES IS REQUIRED WHEN TRAf'FIC YIlLL
CROSS COF FOR MORE THAN 24 HOURS VtlTHOUT PERMANENT RESTORATION STEEL PLATES SHALL HAVE COlD
PATCH WEDGES ON TRAffiC EDGES
5 CONTROLLED DENSITY BACKf'lU (COF) TO BE USED IN AU TRENCHES YIlTHIN THE EXISTING ROADWAY SIDE
SEWERS SHALL HAVE FULL-DEPTH COF MAINS SHAU HAVE 3 f'T OF COF. WHERE THE ROADWAY IS BEING
REBUIL T. NO COF SHAU BE USED IN THE TRENCHES.
COF CONSISTS OF' THE FOlLO\\r1NG:
2600 LB5. OF' 0 375 IN AGGREGATE
800 LBS OF STANDARD CONCRETE SAND
94 LBS OF' PORTlAND CEMENT
APPROX 14 GAL OF' WATER'
'THE AMOUNT OF' WATER IS A
CRITICAL FACTOR TO SET-UP
TIME AND SHOULD BE ADDED
ADDED AT THE SITE.
CALL FOR INSPECTION PRIOR TO
PLACING COF BACKFILL
ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE CURRENT STANDARD SPECIf'lCATIDNS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION, INCLUDING THE AMERICAN PUBLIC WORKS ASSOCIATION SUPPLEMENT.
co.TRACT NO
TRENCH DETAIL
NOT TO SCAlE
ASPHALT CONCRETE PAVEMENT OR
CLASS B PCC PAVEMENT (HIGH
EARLY) MATCH EXISTING PAVEMENT
TYPE AND OEPTH. SEE NOTE '4.
VARIES
;' /'::':. /'Y:.
;,(
.. ..
....
~ ~
.... ,.
0....
:2 '"
:> ~
:2 0
Z '"
'i a.
....
;" <C
SLOPE
4"
C.D. BACKFILL SPECIFICATIONS
6" PVC
RECONNECT TO EXISTING
SIDE SEWER
2600 LBS OF 0 375 IN AGGREGATE
800 LBS OF STANDARD CONCRETE SAND
94 lBS OF PORTlAND CEMENT
APPROX 14 GAL OF WATER
THE AMOUNT Of' WATER IS A CRITICAL FACTOR
TO SET UP TIME AND SHOULD BE ADDED AT
THE SITE
~ 6"-45' PVC ELBOW
PVC WYE TO f'IT
GRAVITY SEWER MAIN
NOTES:
1 ACP PATCH SHALL BE ROllED AND !fill VIBRATED.
2 TO BE USED FOR ALL PAVED STREETS AND ALLEYS BACKFILL LOCATION TO 1'-0"
BEHIND CURB OR EDGE Of' PAVING UNLESS OTHERYIlSE APPROVED IN ADVANCE BY
CITY ENGINEER
NOTES'
ROTATE THE 45' ELBOW TO ACHIEVE
THE PROPER ANGlE TO REACH THE
PROPERTY LINE YIlTH 5' Of' COVER,
THE MINIMUM ALLOWABLE SlOPE IS 2:11.
3 WHERE CONCRETE PAVEMENT JOINT IS LESS THAN 4'-0' FROM SAWCUT. THE
PAVEMENT SHALL BE REMOVED TO THAT JOINT
2 3' MINIMUM TO ADJOINING LOT LINE
4 TEMPORARY PATCHING YIlTH ASPHALT OR PLACEMENT or STEEL PLATES IS
REOUIRED WHEN TRAlFFIC YIlLL CROSS COF FOR MORE THAN 24 HOURS YIlTHOUT
PERMANENT RESTORATION STEEL PLATES SHAU HAVE COLO PATCH WEDGES ON
TRAf'f'IC EDGES
CALL FOR INSPECTION PRIOR TO
PLACING COF BACKFILL
ALL WORK AND MATERIALS TO BE IN ACCORDANCE VtlTH CURRENT STANDARD
SPECIf'lCATIONS FOR ROAD, BRIDGE ANO MUNICIPAL CONSTRUCTION", WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION. AMERICAN PUBLIC WORKS ASSOCIATION
ALL WORK AND MATERIALS TO BE IN ACCORDANCE VtlTH CURRENT STANDARD
SPEClFICA TlONS FOR ROAD, BRIDGE ANO MUNICIPAL CONSTRUCTION", WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOOATION.
CONTROLLED DENSITY BACKFILL (CDF)
NOT TO SCAlE
SINGLE SEWER SERVICE
NOT TO SCAlE
1
~
L 0" TO 12"
~
1 INSTALL SEWER SADDLE YIlTH GASKET AND STAINLESS STEEL ClAMPS
FOR CONNECTION TO EXISTING SEWERS. INSTALL WYE SEWER
FITTING YIlTH GASKETS FOR NEW SEWER INSTALLATIONS
2. MARK LOCATION Of' SEWER STUB IN ACCORDANCE YIlTH CONTRACTING
AGENCY REQUIREMENTS.
FACE OF CURB ~
NOTE. _ I
MAILBOX TO BE
INSTALLED PER
WSDOT STO PLAN H-12
6" DIA 3034 PVC
SEWER PIPE
:.,
STEEL OR
WOOD POST
45' ELBOW
0--
CAP
SEE NOTE 2
SEE NOTE 1
;.,
SE WER MAiN
PLAN
-= 211: IolIN. 45' IolAX
r'
MAILBOX PLACEMENT DETAIL
NOT TO SCAlE
ELEVA TION
WYE CONNECTION
NOT TO SCAlE
JOB NUIrIlSER
II SKILLINGS
CONNOLLY
s 5016 Lacey Boulevard SE, lacey, Washington 98503
{360) 491-3399 (800) 454-7545 Fax (360) 491-3857
DEl AILS
SHEET
11
<:IF
'1
SHEElS
P ARK A VENUE
RACE STREET TO LIBERTY STREET
02049-6
PORT ANGELES
WA
;
CITY OF PORT ANGELES
CAMPBELL AVENUE WIDENING
PROJECT No. 05-12
SHEET INDEX
SHEET TITLE PAGE
T-l TITLE SHEET 1
C-l STA 1+00 TOSTA 5+25 2
e; C-2 ST A 5+25 TO ST A 9+75 3
C-3 ST A 9+75 TO END AND 4
DET AILS
VICINITY MAP
PORT ANGElES _
i
-'
~
~
PORT ANGELES
SCALE 1"=2000'
PROJECT
SITE
GENERAL NOTES
C-4 TO 5 DRIVEW A Y CROSS SECTIONS
1. AU WORKlWlSIIP AND 1IA'I[JlW.5 SIWl. BE IN ACCOIll\\HCE WIlH lItE aTY or PORT ANGfl!S STANtWlDS, 1IIE aJRREHr EOO1ON or lItE STAlE
or WASHINGTON STNORD SPEClFICAlIONS FOR RO.\D, BRIDGE AND 1lUNICIP.IL CONSlR\JCllON, Nil Nrr flllO.l[Cf SPECflC SPECAL PRO\IISIONS OR
CONllIT1ONS AND REQUIREIIEIIIS.
2 TEIlI'ORARY EROSQI/WATIR POUlIIION IIEASURES ARE REQUIRED AND SIWl. COIII'lY WIlH 1HE aTY a.ENlNG AND GRADING 0RIlINNlCE AND
WSIlOT I N'WA SPECIfICATKlII 1-07.15.
3. EXIST1NG AND NEWLY CONSIRUClED SIORII WATIR ORAINAGE SYSTDlS SIWl. BE PROTECTm FROII CONSIIlUCI1ON SITE RUNOFf.
4. A PRECONSIRUClKlN IIEIl1NG SIWl. BE HELD WItH lItE aTY PRIOR 10 1HE START or CONSIRUClKlN.
5. HORIZONTAl NIl 'l'ERllCN.. CONIRllS,ItW\AI IS AIlOPIIIl BY lit: aTY SIWl. BE USED, UIIISS N'I'RlMD 0lI0WISE.
6 AU APPROVAlS AND PERIIns REQUIRED BY THE aTY SIWl. BE OBTAINED BY 1HE CONlR1CIOR PRIOR 10 1IlE START or CONSlR\JCllON, UNlESS
lJIHERWIS[ AI'I'RIMD BY lit: aTY ENGINEER.
7. 1HE CONIRICIOR SIWl. BE AllY RESI'ONSIIll! FllR lIfE LOCA1lOH NlO PROlECI1DN or AU EXIST1NG l/IlJIES. lit: CONlR1CIOR SIWl. \'ERIFY
AU UlUIY LOCAlIONS PRIOR 10 CONSIRUClKlN BY CALliNG UNllOlGROUND LOCATE AT t -8DD-424-~ A IIHIIUII or 48 HOURS PRIOR 10 Nrr
EXCAVA1lOH WORK.
8. II" lit: CURRENT WSIlOT STANDo\Rll "K" PlANS ARE NOT UIIJZED, THE CONlR1CIOR SIWl. PRCMDE A 1RAFFIC COHlROl PINI(S) FOR Rf'IIEW
AND APPROVAl BY lit: aTY ENGINEER II ACCORIlANC[ MlH lit: IINIlIAl ON UNIFORII 11WfIC COHlROl DEVICES (IIJ1al). lit: WSDOT IS REQUIRED
TO ~ AND AI'PRCM lit: PlANS AT lEAST 1HREE 11\"5 PRIOR TO Nrr WORK ON STATE ROUTES.
9. 1HE CONIRICIOR SIWl. HA~ A COPY or lit: AI'I'RIMD PlANS AT THE CONSTRUCIION SITE AT ALL 1IlIES..
10. SPECAL STRIJCI\IlES SIWl. BE IISTAUm PER PlANS AND IlNU'ACIURERS' RECllIIIIf:NlW1
11. AU DlSlURBED AAEJS SIWl. REaIVE TEIIPORNlY AND f'ERIIANOO' EROSQI COIlIRll. II THE FORII or VEU:TA1lOH ESTAIlUSHIIENT SUCH IS
GRASS SEEDING A IItN6 SIWl. BE ESTAIlISHEIl TO PROTECT lIfE I'ERIINIENT STORII DRAIN SYSTEII PRIOR TO ESTAIIJSHIIENT or lit: I'ERIINIENT
EROSQI COIlIRll. 1lEASURES. THESE IIEIHODS SIWl. BE INCWlED II 1HE EROSQI NIl sallIIENT COHlROl P\ANS IN ACCORIlNlCE WIlH QW>IER
6 1HE aTY or PORT ANGfl!S URIlNl SER'IICES STANIlAROS AND GUIlEUNES.
12. CDHSlRUCTION WORK HOURS SIWl. BE RESTRIClED TO 7 A.II. 10 10 P.II., UIIISS lJIHERWIS[ AI'I'RIMD II llRI1IlG.
13. T!lI: aTY CONSIRUClKlN INSPECTlIl SIWl. BE NOIf1ED A IIINIIIUII Of 48 HOllIS II NNNU or lit: NEED FOR Nl INSPECTION, IJft.ESS
lJIHERWIS[ 1NfORIlID.
14. 11WfIC NlO STREET SIGN Sl.!EVES 10 BE PR<MDm BY 1HE aTY. PRIOR 10 POURING lXlNCAEIE, COII1'RM:IOR TO CDHf1RII Sl!M LOCATIONS,
II" Nrr, WIlH INSPECTOR.
15. PER THE PR<MSIOIIS or THE aJRREHr wsoor STi\HllARIl SPEClFICAlIONS RElATED 10 PUBLIC lXlIMNIENCE NIl SAfETY, lItE CONlR1CIOR SIWl.
IlAlNTAIN READY ACaSS TO QRMWA'tS, HOUSES, AND IJUIlDlNGS ALONG 1HE UN[ Of WORK.
16. A IIINIIIUII Of ONE WJit TRA'ttL THROUGH lit: PROJECT AREA SIWl. BE IIAINTAINED AT AU l1IIES.
17. SHOll.D ACaSS 10 A f'ROP(JlIY ADJDINIIIG 1HE PROJECT RElllIAE TEIIPOR.\RY ClOSURE ANTICIPATED 10 HA~ A 1llJlA1lOH EXCEmHG 15
IIINUTE5. THE CONlR1CIOR SIWl. CllORIlIIW'E lit: TEIIPORAR\' ClOSURE WIlH 1HE f'ROP(JlIY OWNER/RESIlID<<. A IIIIIIIUII or 24 HOURS NNNa.
N01IFlCA1lOH SIWl. BE PRlMDED TO T!lI: PROPERlY OMiER/RESIlID<< PRIOR 10 Nrr SUCH TEIIPORARI' ClOSURE.
5-6
C-6 TO 9 STREET CROSS SECTIONS
7-10
CI0 TO 11 WATER DETAILS
11-12
O. 1. 2.
I .
HORIZONTAL DA ruM = NGVD 83
VETRICAL DA ruM = NA 1m 88
1WO IICIES AT FULL SCAlE
II' NOT SCAlI IICCORIlINGlv
I txPIlES: Sept. 20. _ I
T-1
l;
.....
~I!
~
li.J
~
i::::
I
(,:)
~
~I~
~
~
~lt)
lQ,,~
~l:::llt')
~~I
:t:$?~
~ ~
~~6
--.JpC)
--.J:-o...~
G~J.
~
~~~ N
~;~i_
jg"'g~~~
i.....1; ~ ~
i~i~;~
~hil
~J~ ~
(:3
@)
..
I
I
.
i
~
I
I
I
I
I
I
I
I ;
&
~
:.
I
I
I
I
I
I
I
I
.
Ii
l
Z
00
FZo
~<(<{
(/)wO
o::~o::
~Z(/)
z~w
-<{~
1I...J0
o...JZ
o~<{
+ 0.. .
...-:::!:I-
<(:::!:
~o
(/)
o
o
+
I")
~~
(/)0
m
w<{
Z
-w
...JW
IV)
o
I-
<{
:::!:
APPROX. DAYlIGHT LOCA liON
fOR CUT/F1Ll, TYP.
SIDE SlOPES Of DRI\lEWA ys TREE TO REMAIN
NOT SHO'Ml REPLACE EXIST.
SERVICE TO EXIST 2 04
-0-- - - - _ METER SETTER, TYP. 4 4.
0.1' DEPTH OVERlAY AREA INDICAlED -'- -.
r .' c:
..a.. -""""'T -T -T "~T I
. FiNiSHED GRl\OE-ATrNEL-
EDGE Of PAVING PRIOR TO 0.1' T - T
OVERLAY, TYP. '""'" c:
428.15
424.41 RIGHT Of WAY
--- /'
N;~R'VlCE )1-
INSTAlL NEW fOR fUlURE USE T
METER SETTER AND BOX
, PROVIDED BY QTY
R1 0, TYP. fOR DRI\IEWA YS C
........ .. ......... ..... -0--
1 -1 -T -T...:.=........1...-T T
428.03 .. ..... "'C" .
1+00
SAW OR GRIND' SUTr JOINT
PRIOR T0 0.1' MRLAY. .
EDGE Of EXIST. PAVlEMENT
--------------...
'" .... ~--
. CAMPBELL .A VE. N~~~ ~ ~A~MENT-<
2+00 .
RELOCATE lIA1LBOXES .
SEE STANDARD PlAN H-I2A
MAILBOX SUPl'ORT TYPE 2
-'!-~~--
\I
ss
\I _\I
\I _\I
^- ^- ^- ^
rl~~j;=~:C~T ......
R20' APPROX. DAYlIGHT LOCAlION j
fOR CUT /l'1Ll, TYP.
SIDE SlOPES Of DRI\lEWA YS
NOT SHO'Ml
4' WIDE GRAIIEI. PATH
. ........,.. .......
SE~JL J PlJHIER-
AND ARBOR TO RDICNED
BY ~ OWNER
,
c,.,
i
-------1
,
L_____
I
CON~~_-L_____
~ ROCK WAlL
p
-1LT
-T
-1
-T
-T
-T
-T -1
~-~~~~-~~~~-~~~---~----------------,
IlSTAU. J2Lf 12" Cll'IERT . ~H. . . 1 . . . ... _ ;.....~
. h......... NCUJDES BMim I.E, 6.(E)(W)=420. RELOCATE MAILBOX 2. JYP 4+00
\~'" END SEl:OON, TYP.) SEE STANDARD PlAN H-3. .
L
l.E.(E)-426.46 .., _
. ..... .. ... ... ...,
-T
..... ....., ....... .............
.......... "
o
o
+
I"")
<{:=
1-0
V)...J
W
WCD
Z
-W
....JW
I(/)
U
I-
<{
:::!:
-T
-T
...... ., ....... ..,. ......
~ r-~~-~~~_~~
.;.~-.~~~-J. . . . ~OO
ss
----,. .
'. '..., 'CAMPBE~~' AVE... ',';>>
L__~~~~__________
~ RELOCATE ,llAlLBOXES " '" ,....
'Ii SEE STANDARD P\,),N H-12A
JMAlLBOX SUPP~T l)'PE.2 '. . " .
- -------------
----- '.. " .
fLOYtUNE DITCH
SS
ss
-\I _\I _\I _\I _'\I
'" _..~.\.......:.-.~.~.~.._.~..I..I...................
c:
SAWl::UT pST. ASPH~ T
DRIVE. 2 T
< 1
INSTILL 24lF 12" Cll'IERT
LE.(WF426.44
LE.(E)-426.38
....... .....
I
427,50
SS
-V_\1
I.{)
N
+N
I.{) I
<{U
1-1-
V)W
W
WI
ZV)
::JW
IW
~V)
<{
:::E
~
[f\{]@~UC={]
LEGEND
~ WAlDlVJLVE
A HYIlRNIT
IB WAlDl IIETER
-\1- WA1ERlIlE
0 SNlITNlY SEwtR IIANHOlE
-ss- !WITARY SEwtR lINE
-SD- SlllRII IlRNN lINE
@ CAlOl B.\SIN TYPE 2
P IIWlllX
e- f'OI[ ANCHOR
-0-- UIlJIY POlE
..a.. SIGN
D 1n!PIlOHE PEDfSlJL
-T - UNOOlGROUND mIPHONE
~
ROCK WIU
FDlCE
01m
[DPIIIEs: SopI. _2!L2OIlI~
0' I'
2'
1Wll INCHES AT fill SCALE
F NOT SCN.E ACCORIJNGI.Y
C-1
I~
~
i-
~I!
t:::)
t:::)
i-
......
I!!
!
lJ)~lg
~CS:g
~~I
~~
CQ ~
~~I
--.J~t:::)
--.J ,:- t:::)
~\tCQ
<.5()::)1
......
i;j~!N
~e~ i p
i~!~11
i~ili~
~hil
~~~ ~
<::3
~
I
I.
~
I
I
I
I
I
I
I
I.
:
&
II
I
I
I
I
I
I
Ix
..
I:
o
It)
+
,.....
~~
l/;o
(])
w~
z
-w
...Jw
:c(/)
U
I-
<(
::?E
CONCRElEWAlK
"''''',,'''" . I
426.~
------
-1
427.01
-~----
r
T -T
-J1
T
-1
. ..... " ...
Li)
N
+
Li)"-
I
<(u
I-
lI>l-
W
WW
ZI
:::ill>
IW
uW
I-lI>
<(
::?E
-------..1-
I
-T
I
426.91
-T
~~~, . . . . r,~~-
> . . . . L.......---d ~ . . <CAMPBELL. AVE.
INSTALL 20Lf' 1~" CULVERT"
1.E.(W)a425.95 . . . . ..:,
I.E.(rla425.85 ;) . .
---~------------....-._--
c:
---- . ~
~~ ---------------~-.
. . . I
.<:
7+00
SSI.IH
/1.E {l"(E)(W)a41S.4
~------~
ss
..;
------------
427.11'
-\I
INSTAlL 29Lf' 12" CULVERT
J.E.(W)-42517
I E.(EF425.~
------
ss
ss
ss
V -\I -\I -'J -\I
I
I
...... ......,........
--------
INSTAll 44lf' 12" CII.\mT
LE.(W)-425.n
LE.(E)-425.54 REMOVE LANDSCAPE PLANTER
427.35
REMOVE NORlH/SOUlH
PORllON Of' ROCK WALJ... 15Lf'
---
I I
I
I
."" - -:c-~=_II ~+:-:"''''''''':Q:24'2~
....... ~...F~ ....
.. . .. . > > ... ... , .. "'~
425.08 It.. '. .
T T - -1 -T -T
-T -T _ _
I I
I
~-----
I
L...J
426.81
;)
;)
426.74
.~---~~--------
:;.0
427.07
425.27
T
-T -T
IT-
426.82 427.00
-T
)
8+00
CAMPBELL . AVE,
------------~-~-------------
.>
...
------
> .
:>
-
9+00
---------~--.....
RELix:A1E~LBoXES 2A
SEE STAND 0 PLAN H-l
MAILBOX . PPORT :r"~ 2
"'~~-:"'~r~'
L____~___
426.n
Ss SS
426.97
SS
'" . .......
-w -\I _\I _\I
~
-\I _\I _\I
- -- - --.;;;::; -
~-
,
I
SAWl:Ul' EXIST. ASlWL1
IlRr>{, 14lF
REMOVE ROCK WALL AND SHRUBS
I'fllHlN RIGHT Of WAY. 58 Lf'@
CONSTRUCT GRAIIITY BLOCK
RETAINING WALJ... 64Lf' -
o
Li)
+
,.....
<(~
1-0
lI>-l
W
W(D
Z
-W
...Jw
I(/)
U
I-
<(
::?E
Li)
,.....
d;~
<(I
I-U
(/)1-
w
Ww
ZI
~(/)
IW
Uw
I-(/)
<(
::?E
~
[F\!](Q)~UC={]
LEGEND
M
A
-\I
-ss-
-SD-
@
P
~
-T
-'VVVV'VVVVVV'v
IB
lIAlIR VAlVE
II\'1lRNfl'
WATER IIE1IR
1IA1IRUNE
SNfTAR'( SEWER IINHllE
SNlITARY SEWER LH
STllRII DR.\IN lH
CAltH ~ 1'/I'E 2
IIMJlOX
POl[ ANCHOR
Ul1U1Y POl[
SIGH
m.EI'HONE PDESTAl
lJIlIl(RGROUNI) 1ElfPHONE
ROCK WAU.
o
-0-
.A.
D
FDIC[
OlREE
[EiiiIREs: 50pL 20, _ I
ll" I'
2'
1WO INCHES liT FII.L SCAI!
f NOT sau: ACCORDIlCl.Y
C-2
~
~
ci; I~
~~
~
i-
ll)
~
lr)
I
~~
~
~
~
;::: i b}Q
~ i.! ~
~ ~.~
:s: II: . !:I
"'C 5 ~
-.J L>!
~
~
~jg:I""
GI:l~
.. ~I
BI
! !~i III
~il~~,
l1)~~
~CSlr)
~~'?
~"I-
~ ~
"I-~I
-.J~~
-.JI":-'~
~i;:J~
'-5QjI
....
t3
o:-!loI51
~.::: I
~U -
., "'C S~ ~ ~
i"-~ ~~
!ol~n I~
~itU.!
~hlf
t~~ ~
(:)
~
I
I.
~
I
I
I
I
I
I
I
I:
&
j
Ii
I
I
I
I
I
I
I
x
.
Ii
L()
I'
+('l
0)1
<it)
I-
(/)1-
LU
LULU
z:::c
:J(/)
:::cLU
()LU
I-(/)
<i
~
R/W
~<
,\
L
/
...
lJ
~ ~~ /
~ < t;
NE~E~1J.~,t~~......./ ~
""-2" a
< 1
T -T 1
INSTAU. 48" OIAM. 'M' 2 C8
PER SlO. B-1Ft?
RIM ELEV. - 428.31i'
I.E.( 423.2
1.E.(NE)o0423.
(CONNECT TO EXISnNG 12'>CON )
INSTAll GEOTEXTIlE FOR
SEPARATION AT BACK OF WAll
PER STANDARD SPEC. 9-33.2
2" SAND
lEVELING COURSE
_ ~ ~EMAlN",\
i' ....... . O.
< '. ~-O-
T ../
,T -T -T -/ ....
I r REMOVE EXlsnNG ". ".
ROCK WAll, 50 LF .
CAP BLOCK ~
T -
1.25'
hi
2.5' 6V
L
-
Q
GRAVITY
BLOCK
WALL
~ A H\'DRANT TO
.... BE REPLACED
CONN~T)...-~-MAlN
TO N 'W~~A1N VI
; \
NO SCALE
____~A ----f
t
f
R/W
f DITCH
0.0'
rr12.0'
2.0'
2X SLOPE
'f'J'e .
4.1 .' '.
ao'
12.0'
1.0' 1.0'
~1-
I (3) I I
2X SLOPE 'l/t-~.
A
f k r LOW POINT
~~t:x=9 r F4'4i~ I~~
12" SMOOTH WAll CPEP
w_________m_m - - ----:- SEE DETAR. "" END
. TREA TAlENT
SECT/ON A-A ~ 6" MINIMUM COIIE:R
2.0'
2% SLOPE
:!I:'
..~'?
\" ~~
'\ 2- CSTC'
2" MIN. COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4- BALLAST
2- MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE (CSTC)
8- MIN. COMPACTED DEPTH BALLAST
DITCH FLOW UNE ~TRUCTURAL SEC~
~ 13' lIJn. IN RIGHT-OF-WAY SEE NOTE P AND~)
2" ASPHAL T COM 'ErE
I- 10'_ ~: ~fJC.
.' 1__ _'" .-:j~,.~
SECTlONB-B ~ ~
NO SCALE I BEVELED END DETAIL
." ..J
DRIVEWAY AND CULVERT
STREET CROSS SECTION
NO SCALE
~
NO SCALE
~
~(Q)~LFc={]
LEGEND
M WATER VALVE
A HY1lIlNIT
IB WATER IIETER
-IJ WAlIRLK
0 SNITARY SEWER lWIlOI,[
-ss- SNlfNrf SEWER I.H:
-SD- SICIlII 0RAIIj I.H:
0 CATCIf BASIN fIPE 2
P IIMBOX
e-- PIllE ANCHOR
-0- UllJIY POlE
.A. SIGIl
D 1ElD'HONE PEDESrAL
-T UIlDERCROUND 1ElD'HONE
~ ROCK WAll
FENCE
0 1REE
I EXl'IIIES: 5001. 20. 2001 I
0' I' 2'
I I
1WO INlXS 1J FUL SCALE
If NO! SCALE ACCORDINGI.Y
C-3
tI)
::::!
~
~
~
~I
~
I.iJ
~
:Q
.....
Ol
~I!I
tI)!
I
~~ _OJ
I..oJ i I
~ ~-
~ ~~~
~ I!!
~
~
8
....,J 0-
N -
I,ij ..
9:i . 1!1
~ !
~
B
~J
~ ~~o:J~
i i!:!
Y'l~~
9::~1t)
g It)
:t~~
~ ~
'I-~I
....,J~~
....,J ,:- ~
~i;j~
U~~
t3
;:-!",lil
<:5"::~
<:U:: ::
r1~I~I~
R~~ ~!
~C:Si'Ei.!
~Q.. E~\i
~ ill
)... ~: ~
'- t:l
(:)
e
I
I.
.
e
I
I
432
I
428
I
424
420
I
432
I
428
I
424
I~
:
&
j
II
432
428
I
424
I
420
-60
I
436
I
432
428
I
424
I
420
-60
I
.
j
Ii
ROW
3+69
~
1-2.0000x ~ -20000:
~
40
-20
ROW
~I~
l--
-40 -20
ROW
J..----
~
-40 -20
ROW
~~
I---
-40
_..rr.'
-20
~IO
aiui
NN
... ...
o
3+62
'-2.0000x
m'a:i
NN
......
o
3+29
-2.000ll" I - 2 00ll0%
~
~
o
2+17
1-2. 779'n
-2.0000~
1.5403"
-0-
(
.?It.."U.
Q_01~
(
ROW
432
432
428
424
420
40
432
v
(
-12'R1
428
425.47 EllISTJlG
J lJRry[
424
~428
L llA EXISIINC
lJRry[
424
420
40
ROW
'0':11114:
425.36
20
ROW
20
ROW
~
420
40
A5.87 N GRA\.n P~TH, nP
8'AC~
C ..,vr.,TER IotAlN, ftP. J
~'a:i
NN
......
o
20
20
40
,.
~
lID
5+92
~S:2:g
~t:::l:g
<:::l~1
:t~"",
~ ~
""'l,.,J1
-..J~g
I ~ t5 ~
'5Qj..!.
. ~"'~..
(5" - a
~;~.. ::
1~8~lf
...... ~ ~ 'l
Q:: ... ~
~" I" 2" ~ ~ If' !
1WO tOES AT FUll SCN.E I ~ " g i f
F NOT SCN.E Ja:alIllIG.Y )... ~ ~ ~
...... ::l
t5
C-41~
.
~
432
ROW
432
~ ROW cP'
- ~ 428
IWCH EllISTING
COIlCREIE lJRry[
428
i
424
'"
"
N
...
424
40
-40
-20
5+87
:1 t~j I ~u_ ~I~ '1- t~ I:
-40 -20 0 20 40
5+35
:1 r 1 ~,wm;~-'~I-vot:t~=~
-40 -20 0 20 40
436
432
4+60
428
:r I'~ f'~~I~-'l Qm=~
-20 0 20 40424
424
420
p x ' II_LS. <09l:J _
;/: 01 6 X 13_ 'I'OlId v:xJ 9999 frZfr OOB t --~- ~
;-0 I]IIVIO'1U "tlMQ Ollll X08 O'd lDlIl.S HIS 'J Itt
,- J-':3l't:)S 14 Z'-90:oN J:l3I'Olld 010 flOA 380.:138
" -.1. -.. "31't:)S '^ 1lO LI 8 l]1'OQ S3730W lJJ/iOdJO ~11:J
NOIS1I\3ll 31'OQ X :W~ ~noJllOO ,W MOl :.18 lI3N9lS3O S8flOH Bfr 77t1:J
SA tlM311180 1 tI SN0I1:J3S SS08:J 3flN311 tI 7738dfftl:J \ SlRIOM :lI18Ild
\I~ N LD
'HI :1 I
~ ~ .
:.. i~ u
~'l; 1
~i ~!
.~. ~
I
e III . ~ .,Ii .
N ~ jlil N
. . . .
i
,,)
l( ~ ~ .
N
. .
~ ~~ ~
[?.1 N ~ I~ .
<l> ... N
~ ~ . . ~
\ ~ h
0:: ~ 0:: III
~ )
.
,~ 0 ~ \ ~ ~
0 i i
P ~ N P N \
ril co
~ ~ co
I'l I'l
~ N
.,
0 0
B N ) ~ N
CD I'
I") I 'at 0 N 6 'at 0
+ I LZt + 6 'at ~ ~
(j) (j)
N N
I CD I 'at 0 .;t 9 '91:1' 0
+ ~ I 'at + ~ 9 '91:1'
0Cl 0Cl
~ 0 . 0 N
N N
I I
~ ~ 0 ~ 0
0 0 '" I' N
0:: ( 0:: ~ I I
,~ I '"
~~ 0 ~ ~ " ~
. 0 0
~ llliri . I N ., . I ~ ., . .... ., .
N ... N N N N Ii ... N N
. . . . . . . . . . . .
~I
N ., . 0
~ ~ N N
. .~
Ii N ., .
~ N N
~ . . ~
0:: 'lilj~
U ...
c-~ ;:
N
., . 0 ., ) . \
N N N ~ N
. . .~ . ~ 0 ~
/ N 0 i?at
0::
~
.. II .,
\ ...
~ II ~ \ 0
i ~ lE ...
"ij CIl 8
CIl
I'l ., )
... N
\ \ 0
0 0 (j) S 'LZt 0 1/
... ICP N +
) S 'LZt
CD
0Cl
I-- .;t Z 'at 0
~ + Z 'at
CD
(j) I N I
.;t 9 'at 0 N 6 'at 0
+ + 0 N
9 at 6 'at I
I' ~ I'
~ .. 0
~ ...
0:: ;' I
". IIII g
\ ..:
,
~ ~ 0 ~ ~
... 0
~ I 1'\ I ~i I 0::
V
~~
~ ~ ~
,/ '\ 0
0:: 0:: ii 1
II!
~ i 0
~ ~1I co
. 01 ~ . 1 e ., . 01 ... III .
~ ~ ~ ~ ~ ~ ~ ...
. .
x.a
-
-
IJ
-
x ..4-'0([ UOISJA.~
lC "~VQ "Old
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
I
I.
.:
..
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~
Ii
432
428
424
420
-80
438
432
428
424
420
438
432
428
424
420
438
432
428
424
420
-
-80
-40
ROW
-40
ROW
~
-
-40
ROW
~
-20
I.?
~
.-'
-20
ROW
-20
3.0000lII
~'
-r-
v
40
-20
2+00
~...
NN
......
o
1+75
_3...l.omr.
B~
0)0)
NN
......
o
2.5000lll
2.??oo"
_4.5dloOl11
2+25
1+50
1.5OOOlI\
it;"
....
N'"
......
o
m.~
0)0)
N'"
......
o
~
+425.92
20
:#f
~21;.01
20
~426110
ROW
ROW
ROW
~
-t- 425.83
20
40
40
ROW
-~:<
I--
20
40
40
436
432
428
424
420
-
60
l--
432
428
424
420
436
432
428
424
420
80
432
428
424
420
-60
432
428
424
420
-60
432
428
424
420
-60
432
428
424
436
432
432
428
428
424
424
420
420
-60
---+----
-
~
---l--
I-
---+-
-80
-40
-40
-40
-40
~
-40
j
/
ROW
ROW
~
-20
ROW
_..cr.'
3+50
I- 2.ooooll:
~.~
0)0)
"''''
......
3+25
_..cr.' 1-2 ooooll:
-20
ROW
-20
ROW
~'
-20
~
-20
..n;s.' 1-2.ooooll:
~
~
o
3+00
~.~
0)0)
N'"
......
o
2+75
2.ooooll:
~...
....
N'"
......
o
2+50
2.ooooll:
~o
cOcO
N'"
... ...
-2.0000ll:
o
-2.0000ll:
-2.0000lI
-1.0000ll:
0.0000lII
o
"'r1 /"425 38
428.9~
27.081c
... T L 425.57
1'7.176
T ~~?.. A"
421.30/0
20
425.48
20
.s.f'
20
"
7""
20
"':<
J
/425.7.
20
ROW
ROW
'?
.~
ROW
ROW
ROW
432
-
428
424
420
40
432
?
428
424
420
40
432
-
428
424
420
40
432
428
424
40
-
40
432
428
424
420
~
I~
~
..,.
I<)
~
11'
~..
..,.
......
lr)~ll)
9::CS~
~~jS
:J::~~
~ ~
~~I
-..JC)~
I ~ t5 ~
UQj..!.
13
i:-!",~
<::: 0:: ~
~m2 co ~
12~hl~
1~5 ~!
2" ~CSI'Ei"!
I i Q... ~ o:J
1\10 INCHES AT All SCALE ~ ~ i i
F IllJf SCALE ACCORDINGl.Y :::.... ~ ~ ~
...... &l
<:3
C-61e
0"
r
I"
,.
~
lID
4+75
432 ROW 432
428 428
424 424
-40 -20 0 20 40
4+50
43~OW I 1432
I
428 8 428
424 424
-20 0 20 40
4+25
432 ROW ROW 432
428 428
424 424
-40 -20 0 20 40
4+00
6+00
432
ROW
ROW
432
424
~.""
,...,...
NN
~ ~
20
428
~
....
I()
~
d!!
;;!;
~
V)
I
~
gl~
~
V)
~ O}I
C) . 0
9::: i,';
<.s~__
~i,1 I
~ ~ii
~L%
""
428
-40
-20
o
424
40
5+75
432
ROW
ROW
432
428
~-
428
424
;j. ~
,...,...
~~
424
-40
-20
o
20
40
5+50
432
ROW
ROW
432
~~81
gj ~
~. ~
G ~I
424
10110
-
428
~~ I _~
428
-40
-20
!::il!::i
~
o
424
20
40
5+25
:1 r I ~.-k'm I:
-40 -20 0 20 40
:1 11 f'-k'~ t I:
-40 -20 0 20 40
(,1)~ll)
9:: c:d:1
~ It)
=t~1
~~
~ I.. "f
't-~I
-..J~~
I ~ t5 ~
UQ:)J..
lDPtiis: Sopl.~2!!OI I
-
3+75 5+00
ROW 432 432 . ROW , ROW ,432
. . . . , . ,
_.1:1.' 1-2.0000l'--.L=2.0ll0lI%1
428
424
0 20 40 -40 -20 0 20 40
0'
r
I'
432
ROW
428
~
424
-40
-20
~
I .1 ~
I 7+25
~ ROW ROW 8+50
432 432
I 43~~w . . . . ROW .432
.
428 - 428
I 428 2. - 428 C)
I , II)
424 424 ;...
COlD 00 Cl;)
r..:r.: 424 r-:r..: 424 ~
"'''' "''''
420 ...... .. ..
I I 420 ~I!
-40 -20 0 20 40 -20 0 20 40
;...
Ie
I I 7+00 8+25 ~
4321 ROW ROW 43~OW ROW V)
1 I I T 1 I I 432 432
I
I I 428 .,dS':- , ..- ~
.N::<: - . ~7 428 428 2.??oo" 2.0000~ "'::'q /7 428 C5
....... Ii"'I:::I" ~Is
L---- 425:?: 1/424.14 ,~ 'Y / ~ ~
424 424 424 ...?~ ?~ 424 Vi
I I - 425.20
"'''' "'''' ~
r.:r.: co'" ..,}
"'''' "'''' C5
420 .... 420 420 .... 420
-40 -20 0 20 40 -20 0 20 40 ~ ~ I I .
I I ~ ~~~
iii
6+75 8+00 ~
::s: ~:>%
432 ROW RO~2 ROW ROW '"
I -...J
x 428 428 NH
. ~... 2.00 - ~5!~
...
&
428 ...n. - . nt' " 428 9..: co
j ~'i!1
.!!! ---- " .........
I > 424 424 ~ a
IJ. - V " ~
424 OlOl 424.23 ..... "42580 ......
424
,..:....: coco
"'''' "''''
.... 420 .... 420 'l':!"
-60 -40 -20 0 20 -20 0 20 40 l! ~ ua:J"-
I I ... g ~U
~.~ ~ .~
~ ti "~i
6+50 7+75 ~ ~ ~~i1.
I I 432 ROW ROW 432 ROW ROW l1)~lg
428 428 ~~:g
Are. 2. C):::::> I
.
428 ,.,N.J. 428 ::t:~~
I I ~........... - 424 424 Cl;)J,.J""
"'" " ""g:1
- - 424.32....... 425.90 "''''
424 424 -...JGC)
,..:,..: ~~ -..J!-i:.C)
"''''
... ... 420 ... .. 420 (5~~
I I -40 -20 0 20 40 -40 -20 0 20 CQ.....
6+25 7+50 l.aj
I I ~1oI51
4321 ROW ROW ROW ROW <.5"~1
I I I I 1 1 T 432 ~ ~ Ii! .::
1\':- I EllPIlES: SeoI. 20. 2DOl1 I I"'~~I~
~ 428 - 2.UUUU" - ~ UWU>I ^~ 428
I ~"!':!I' .....1: ~ ~
I 428 428 ~u ~
~" ~ ~ T /423.96 0' I' 2' iC5~Ei.~
.... ~ - I Cl ~iw
"'-/ 424 - 425.50 424 I
- ~h ~
on on 424.41-....., 426.00 IDID
424 424 1\10 INCIIS AT fIJIJ. SCAli
,..:,..: ,..:,..: If NOT SCAli ACCORlllNGlY ~ ~~ ~
I "'''' "''''
.. ... 420 ... .. 420 ..... ::l
-40 -20 0 20 40 -40 -20 0 20 40 <:3
x
. fJ)
... C-8
&
I 1)
15:
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Plot Dote. x
Revision hUI)(
f'l~x
... t ~ ~ e ~ ... ... e ... ... ~
N N N N
... QI ...
'" I ... QI N I ... QI
0 0 ~ ~
~ ~
I I '" '"
N N ~ 0
0 0 ~
I I
N N
0 0
(Xl <D
427. J + 427.5 +
0 o 427. 5
427. J '" 0
(J'I 0
<D <D
427. 9 + 427. J +
0 o 427. J
427. 9 N (J'I
e ... (J'I 0
N
8 ~
II)
0
N N
0 0
... ...
N N
... ~
~ en
fD
'" '" N N
0 ~
~ 0 0
~ ~ '" '"
~ it ~
en
&:
... ... ~ ~
t t e N N ~
... QI N ... QI
t ~ ~ ~ t ~
... QI ... QI
... it it ... ... ~ ... ... I
N l:J N N l:J
,0 ... DO 10 ... QI DO
~ ~ 0
'" 0
0
~ ~
I
I I en
N ~ 0
0
...
N
o
...
N
...
~
QI
~
N
o
\
\
\
...
\
426. j6
426. 5
0
~
QI
~ ~
...
3f1
"-
Ie,., "-
it
~
'"
~
->
<D 0 I
427. 1 + + ...
0 0
427. 1 '" 0
(J'I 0
it
...
'"
0 I
N N
N 0
0 0
'" '"
0 ~
~
0
~ ~
->
o
+
N
(J'I
it
o
it
...
it
QI
~
...
N
o
~
...
N
QI
e
N
'"
o
~
~
...
N
o
...
N
...
...
N
QI
e
N
~
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
DESIGNED Ill': tw
CAMPBELL A VENUE CROSS SECTIONS - STA
CONTOUR INTERVAL: NA CAlE
V. SCALE: I". I" . 5'
H.SCALE:I.I.1
9
10
CAlE: I 17 05
8+75 TO 10+25
, REVISION
n
I
CD
"'~
~~
~~
I;
'":
III
PUBUC WORICS
@CIT~ q[.!2f!! r2f[tE.
321 E. 51H 51Rm PO. BOX 1150
PORT ANGEUS. WASH_ llI3ll2
PHONE. (3110) 457-0411
PROoJ[CT NO: 05-12
DWG. fll.EIWIE: C-8
OCA E:NA
fII.EN#ME: X
Ii
10
,
, ACP PATrH SHAll. BE RtIlJED AND ~ I&i'A 1m
2. trJ BE USED FOR AU PAD S711EC7$ AND Al1F'/S. BAatFU LOCA11ON trJ "-I)" _ CVRB OR EDGE
OF PA_IIILESS 0_ _ IN ADvA!o'GF BY aTY ENGINEER.
.1 ItHO/C caK1IC1C PAIOIDfT _T IS lESS THAN 4'-0" FHOII.I:4KVT. THE PAIOIDfT SHAU. BE REJIO>C1)
trJ 1HA T JOINT.
4. IDII'ORARY PAItHNS _ A5PHA1.T 01/ PlACCMOIT OF:nm PlAtes IS RfiJURED ///HEN TRAn/C IIIU CROSS
aJI' FOR I/OI/E THAN 24 HOII/S 'II7HOI/T PCRMANCNT RESTORA71ON. :nm PlAtes SHAU. HAle COU) PAtr;H
JlElll:ES (IN 11INT1C EDGES
CONTROLLED DENSITY BACKFILL
( CDF)
,. FlRe HYDRANTS SHALL BE PLAceD AT STREET INTERSEC710NS WHEREVeR POSSIBLE. AND LOCATED TO MIN/JIIZE THE HAZARD
OF DAMACC BY TRAFFIC. UNLESS OTHERIt/SE ReQiJIRED, THE FOUOIt/NC SHALl. APPLY FOR HYDRANT NUMBER AND LOCA71ON:
Do FlRe HYDRANTS SHALl. BE LOCATED AS PER THE UNIFORM FlRe cooc. MOST ReCENT EDI710N ADOPTED BY THE CITY
OF PORT ANGELES.
b. SINGLE FAMILY HOMES PRDlADED It/TH RESIDENTIAL SPRINKLERS MAY BE 500 FEET AWAY FROM A HYDRANT.
2 THE LEAD FROM THE SERlACE MAIN TO THE FlRE HYDRANT SHALl. BE DUCTILE IRON CEMENT MORTAR liNED aASS 52
NO LESS THAN 6 INCHES IN DIAMETER.
.3 FlRe HYDRANTS SHALL COMPLY It/TH AWWA STANDARD C502 STANDARD FOR DRY-BARREL FlRe HYDRANTS It/TH 5-1/4
INCH MAIN VALIC OPENING, 1)10 2-1/2 INCH HOSE NOZZLES (NA71ONAL STANDARD THREAD). ONE 4-INCH PLIMPER
NOZZLE (PAClFlC COAST THREAD - 13). 6-1NCH MECHANICAL JOINT SHOE CONNEC71ON. HYDRANT BURY 42 INCHES.
HYDRANTS SHALL BE MUElLER CENTURION A-42J. CLOW F-25OO; WA 7ll\'OV.S" OR APPROVED EQiJAL
4. HYDRANTS SHALL BE BAGGED UN7lL THE SYSTEM IS ACCEPTED AND APPROVED.
5 ALL HYDRANTS TO BE PAINTED CHROME lfiLOW. LOW now HYDRANTS TO BE INDEN71FlED BY PAlN71NG BONNET RED.
6. FlRE HYDRANTS MUST BE INSTALLED, TESTED AND ACCEPTED PER APWA 7-14 PRIOR TO THE ISSUANCE OF A BUILDING
PERMIT. THE now TES71NC OF THE HYDRANT SHALL BE It/TNESSED BY THE FlRe DEPARTMENT.
7. FlRE SYSTEMS SHALL BE SEPARATE OR SEPARATED FROM DOMESTIC SYSTEMS IN SUCH A WAY THAT BOTH SYSTEJ/S CAN
BE OPCRA TED AND TESTED A T THEIR RESPEC711C PRESSURES.
AS1'HALT CONCRC7E PAIOIDfT OR
CUSS B Pee PAIOIDfT (H/f;H ~>:1
MAtaI DI1ST/NG PA_ T'IPC
AND DEPtH. SEE NOTE ,.
NOT TO SCALE
NOTES:
,NOIE: rACE OF HYDRANT SHALL BE
RJJSH _ BAar EDGE OF PAtH OR S/DEJfAU(
ItHO/C S/DEJfAU( IS HCXT trJ CVRB.
COlei' QfA lfl
WItH '5# FaT "-
I1OORNf; MAIlliW. "
'1'2 cu Ill.
QfA lfl BAatFU
FrJR _
r FIAN1E X IIEr:H.
JOINT &4 TE VAL Ie
NOTES:
TYPE A (PREFERRED)
(VALVE IN SlREET)
NOTES:
ASPIW.T CONCRm
ROIDIIAY PATCH
f1NNJSHED JOINT
AT SAWCUT
EXIST1NG N::.
ROIDIIAY
~()() U1S. OF 0.375 IN. A~TE
800 U1S. OF STANOAI/D CONCRE1E SAND
!H U1S. or POfInAND aJ/DfT
APPROX. 14 GAL OF WA 7ER
THe AMOUNT OF Il'AmllS A Cl//1/CAL rActrJR
trJ SCT UP TIlE AND SHOIIlJ) BE ADDED AT
THe SITe.
3. IJHERE CONCRETE PAVEMENT JOINT IS LESS THAN 4'-1)'
fROM SAIJCUT, THE PAVEMENT SHALL BE REMOVED
TO THAT JOINT.
lJ)
:::::!
~
L..Jls
~
~
~I O}I
ii~u
II
~-
in:
L:z:
I. ACP PATCH SHALL BE ROLLED AND NIIT VIBRATED.
PIPE UNDER I PIPE UNDER LAWN
RON:1WAY
C.D. BACKFILL SPECIFlCA TlONS
2. TO BE USED fOR ALL PAVED STREETS AND ALLEYS.
BACKfiLL LOCATIDN TO 1'-0" BEHIND CURB OR EDGE
or PAVING UNLESS OTHERIJISE APPROVED IN ADVANCE
BY CITY ENGINEER.
3" IIIN. TOPSOIL
4. TEMPORARY PATCHING IJITH ASPHALT OR PLACEMENT or
STEEL PlATES IS REQUIRED IJHEN TRAffiC 'WILL CROSS
CDf fOR MORE THAN 24 HOURS IJITHDUT PERMANENT
RESTORATI~ STEEL PlATES SHALL HAVE COLD PATCH
IJEDGES ON TRAffiC EDGES.
CONTROU.ED CENSITY FlLL
SEE NOTE 5
PIPE ZONE
BACKFlLL
GRAVEL BACKF1LL
fOR PIPE ZONE BEDDING
I'
5.CONTRDLLED DENSITY BACKfiLL (CDr) TO BE USED IN
HYDRANT TO HA&l.s;r~s IJITHlN THE RDADIJAY. CDf CONSISTS Dr
ADAPTOR NDZZL~~~'
CONNECTION IJITH CAP AND CABLE
2600 L05 OF 0.375 IN AGGREGATE
BOO L05 OF STANDARD CONCRETE SAND
94 L8S. Of' PORTLAND CEMENT
APPROX 14 GAL. OF WA TER-
-THE AMQiJNT OF WA TER IS A CRI71CAL FACTOR
TO SET-UP TIME AND SHOULD BE ADDED AT THE SITE
HYDRANT TO HAVE 5" STORZ
ADAPTOR NOZZLE WITH 4" PCT
CONNECTION WITH CAP AND COVER
BACKFILL DETAILS
II
t:"
NOTES:
I!!
~
I W(__4) I
BACKFlLL MA TERIAL : ..:-...
(SH not. 5)
1. Prolllde uniform support under barrel
2. Hand tamp under haunches.
3. Compact bedding material to 9S"; MAX.
density except directly 0_ pipe.
4 See"lRENCH EXCAVAllON" In Section 7-09
of the Standanl Specifications far trench
width "W' and trenching options. The pipe
zone wftl be the actual trench width. except
far Class A bedding. The minimum concrete
width shall be I 1/2" 1.0. + 18".
5. Trench backfill shall conform to backfilling
trenches In Section 7-09 of the Standanl
Specifications. except that racks ar lumps
larger than I" per foot of pipe diameter
shall not be used In the backfBl material.
:0
calCRETE CLASS C
(SH not. 8)
Foundation Lllve,
.
.. .. . ..
)<
(aaa~
\~
r FIAN1E x FlANGC
&4 TE VAL Ie
r MCCH. OR FIAN1E JaNT
X /1" FIAN1E 1CC
V)~~
~CSIr)
C)...... I.()
::t~1
~)::~
~\,&J~
--.J~6
--.J 1;- C:l
~i;:J~
UCljI
-
BACKF1LJ. MA TERIAL
(SH not. 5)
:0
TYPE B (ALTERNATE)
(VALVE BEHIND CURB)
BEDDING AlA TERIAL
FOR RIGID PIPE.
(SH not. 6)
Foundation L.""',
. . ..-...
-. . ...---.
6. See "Bedding Material far Rigid Pipe" In
the Aggregates section of the Standard
Specifications lar the material specifications.
7. See "Bedding Material far flexible Pipe" In
the Aggregates section of the Standanl
Specifications far the material specifications.
8. Pipe must be anchared In such a manner
as to ensure flow line IS maintained.
(CIaoo B, C. 0)
BEDDING FOR RIGID PIPE
NOTE: Also see City Standanl drawing far
Controlled Density Backfill (cor)
far street crossings.
lA.J
r:-! w Iil
<:5 0:;; I
<:Wit::
oq:: I 0 Ii '
1~5" ~!
2' 'i~~~;~
~hll
)... ~: i
t-.... l:l
~
C-1 Ol~
BEDDING CLASS TABLE
a~ I WSSAI QASS 81 WSS cl WSS 0\ WSS F
4" 1lIl.
X I 1'~ ~ . I . I Zaro
Y
1/4 0.0.11/2 0.0.1 1/8
I"
z_
D.O.
I)'
Z I 3/4 0.0.11/2 D.o.1 7/8 0.0.1 0.0
AU __ AND MAmIrAlS 10 BE #I _ _ QII/RDfT ST_ SFCCI1CAI1ONS
_TA_ AJERJCAN PIJBUC _ AS5Q24_
FOR AOlll _ AND MNaPAJ. ~ __ STArE DlPARIJIENTOF
. x _ ,,- .... 2r LD. and under
.. .... ..,., 2T LD.
1liO INlXS AT fill SCALE
F HOT SCALE Aa:llfiDINGLY
FIRE HYDRANT ASSEMBLY
TYPE A & B
PIPE BEDDING
FOR WA TERMAINS
'" Mlr x ," lJED'
CQiC1IC1C caLAR
REWIRED IN PA Ie> ARf"A$
I'
r ~ HIGH
l~
CAST /1KJN VAL I€ /lOX /JSC
R1Qt IlANfFAC1IH/ING #94lJA//9IDB
OR <<1IoAl;' FOUNDRY -,IlBll:
AND IIASC - Z4 me SrnE ac y
t--:;::r: ffT~
77IENCH
BOnrM~
NOTE:
I. CONa/C1E SHAU BE CZASS .JDDD
Z. VAL I€ IHRtJST BLOCKS 7D BE /NSTALLtD IIHEN SHOrIN ON PLAN.
/ 2-1/""__
"'---- 2-;/,," DEPTH
401
* :1t- 351
. ~ '. 1/4" STEEL '"" 301
.' ~'. .- SEARING PLATe ...
l:2
UNBALANCED CROSS CROSS tlTTH SHACKLED PLUG 1:5
~ ~ 2&1
~
,~.. ~
~
~
BEARING ill
PLA Te ~ IS
PLUGCCD TEE HORIZONTAL BCNDS ~
~ - ;ll
~ 10
. . ~
~~
(vAL Ie SICM DfIENS1()N
REWIRED /II/CN DEPIH Dtr:EEDS 5')
VAL VE BOX. SUPPORT BLOCK
AND THRUST BLOCK
NOTES: lEE WI!" BRANot
,. AI.L BLOCKING ro SE CONCRCTC ct.ASS JOOO
2. LOCATe THRUST BLOCKING AT ALL LOCATIONS NOTED ABOIif"
AND AS REOIIIReD SY THe OTY ENGINeeR.
J; AI.L BLOCKING ro /EAR AGAINST UNDISTURBeD NATlIif" SOIL
4. PLACE 1~ FELT ROOFING MATCRIAL OR 6M1L Plot'
SHCETlNG /ET'MEN RmNG AND CONCReTE.
5. SEE SHeET 2 FOR 8EAR1NG ARCA.
..:~><
!~i:1
I ill~11
New SCRVlCE UNE ro
~-=C?
/-\~
\ I
, /
/ CXlST. PIPC ./' -...
S" C900
NORTH SERVICE LINE
Bl
A/MJST METER. SCTTER. AND BOX
ro RNlSHeD GRADe AS REQ'D.
~l""
r.itI~
I~
C:l
Q:;
I!!
i5
12
a 9 10
PIPE DIAMETeR (INCHCS)
11
7
I
SOUTH SERVICE LINE
/ NeW SCRVlCE UNE ro
MATCH OLD AUGNMENT
-~--------
D---------~-'
\ ~
./" /
8" C900 CXlST. PIPE --
V)(.:)~
~CSIl)
C).......1l)
::t~1
CO~~
~~~
--.J~6
~!.&::~
10~1
.....
= = :::3
NOlES:
1. BASED ON ~ PSI TCST PRESSURE AND SEARING VALUE.S OF' DRY SOILS.
2. VALUES FROM CtJRIif"S ARC FOR 7CCS, CROSS AND DCADENDS.
Le.: STRAIGHT UNE THRUST.
FOR go. BCND: use 1.4X VALue FROM CtJRIif"
FOR 45. BCND: use d:8X VALUE FROM CURve.
FOR 22 1/2. SEND: use o.4X VALUE FROM CURve.
FOR 07HCR ANGLES (OJ: USC (2sm 0/2) X VALue FROM CURve.
J; FOR CONDITIONS NOT cofERED Sy CtJRvtS. . SPeCIAL
THRUST BLOCKS MUST /E COMPUTED AND APPROVCD.
" 50""'""" ~
CONNECT ro CXISTlNG MCTCR SCTTCR
THRUST BLOCK DETAILS AND
BEARING AREAS
SADDLE. CORPORA TlON STOP AND
PAC JOINTS. SCE NOTe".
NOTES:
~
N... 51
~...: ;
~I~j:
12'" ~i~
........1: ~
~~lJ ~
2' ~C5I'1:i !
~ ~Cl E ...
TWO INCIES AT FW. SCAI.[ ~ ~ i ~
If NOT SCALE ACCORDINClY )... i ~ I
...... R
<:5
C-111e
1. SCRVlce SADDLE.5' SHALL /E PAINTED DUCTILe IRON OR Nn.ON COA TED DUCTILe IRON tlTTH STAlNLCSS STeeL STRAPS AND SHAI.L
Be ROMAC SmE 101S ON I" TAP. 2025 ON 1-1/2" OR LARGER TAPS ROMAC 202N. ROCKWfiL .Jl.J OR APPROVCD EOIIALS ARC
REOIIIRED FOR HOT OR CORROSIIif" SOILS AI.L aAMPS SHALL HA Iif" RUBBeR GASKeT AND IRON PIPE THRCADCD OIInETS.
CORPORATION STOP SHALL SE ALL BRONZE AND SHALL Be FORD T'tPC F-SOO OR APPROVCD EOIIAL tlTTH IRON PIPE THREADS
CONFORMING ro AWWA C8OO. STAINLCSS STEEL INSERTS SHALL DC USED tlTTH PACK JOINTS AND POLYETHCLENE PIPC.
2. SCRVlCE UNES SHALL /E ONE (1) lNot HIGH DENSITY POLY-ETHCLENE P/PC. COPPER 7U8C SIZE. MINIMUM PRESSURE CUSS
200 PSI CAGLE SWe. NO GLUeD JDlNTS tlTLL DC ACCEPTED ON I" SCRVlCE UNCS 1-1/2" AND 2" Plot'
SCRVlCCS MA Y DC GLueD. SeRVIce UNES SHALL DC INSTALLED 45 DeGREES OFF' THE IIAIN.
f[iPUlI:s: Soot. 20. 2001 -,
0"
I"
WA TER SERVICE