San Juan Avenue Rehabilitation Project Number 1000-H

Location: Washington
Posted: May 13, 2026
Due: May 27, 2026
Agency: City of Port Townsend, WA
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
Publication URL: To access bid details, please log in.
San Juan Avenue Rehabilitation Project Number 1000-H
Bid/RFP Status:
Open - accepting bids and proposals
Bid/RFP Due Date:
Wednesday, May 27, 2026 - 2:00pm

INVITATION TO BID
In accordance with competitive bid requirements set forth under RCW 39.04.155, Small Works Contract Procedures, the City of Port Townsend invites interested bidders to submit a bid for this solicitation. Contractors who bid on this project must be registered on the Small Works Roster by the time bids are due, for San Juan Avenue Rehabilitation up to the hour of 2:00 p.m., Pacific Local Time, Wednesday, May 27, 2026, and will be publicly opened and read aloud at that time on the same day in the Port Townsend City Hall, 250 Madison St, Suite 1, Port Townsend, Washington in the second-floor conference room.

The Contract includes, but is not limited to, the following work: traffic control; roadway surveying; pulverizing existing asphalt pavement and existing base material; mixing and stabilizing the pulverized material with, cement to construct cement-treated base (CTB); roadway excavation, grading, shaping, and compacting subgrade; placing crushed surfacing; additional grading in preparation for chip seal; protection of existing utilities; removal and replacement of water valve boxes; final site cleanup; and other work, all in accordance with the Contract Plans, these Special Provisions, and the Standard Specifications.

The Engineer’s Estimate is $310,000

Plans, specifications, addenda, and plan holders list for this project will be available on-line through City of Port Townsend’s website at www.cityofpt.us/rfps . Please contact City of Port Townsend Front Desk (360)-385-3000 should you require assistance accessing documents electronically.

The Contract Work shall be Physically Complete within 7 Working Days from the Notice to Proceed.

The City of Port Townsend, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. 2000d to 2000d-4) and associated Regulations, hereby notifies
all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

Attachment Preview

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VICINITY MAP, LOCATION MAP, DETAIL,
SECTION REFERENCING, AND SHEET INDEX
GENERAL NOTES AND ABBREVIATIONS
SURVEY CONTROL PLAN
TYPICAL ROADWAY SECTIONS
GRADING PLAN & PROFILE
DETOUR PLAN AND TRAFFIC CONTROL DETAIL
STAKE OUT TABLES
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REFEREITCE NUMBER
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ABBREVIATIONS
AC
ADA
AWWA
BLVD
BM
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BVCS
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CL
CMP
COPT
DIA
DIP
DR
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F&G
FH
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LT
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Nrs
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PC
PCC
P.C.C.
PED
PG
PI
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poR
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PVt
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ss
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ASPHALT CONCRETE
AMERICANS WlH DISABIUIES ACT
AMERICAN WA'IER WORKS ASSOCIA]ION
BOULTVARD
BENCH MARK
BEGIN VERTICAL CURVE EI.fVA'IION
BEGIN VERTICAL CURVE STANON
CURB CUT
CURB & GUTIER
CHORO, HORIZONTAL CUR\E
CENTERLINE
cL ss
CORRUCA1ED METAL PIPE
CITY OF PORT TOTNSEND
DIAMETER
OUCTILE IRON PIPE
DIMENSION RA]IO
OETAIL
i/ EASTTNC EAST
ELEVATION
EDGE OF PAVEMENT
END \ERTICAL CUR\E ELEVATION
END \ERTICAL CUR\E STA]ION
ESTIMA1ED
EXISTING
EXISTING CROUND
NNISHED GRADE
FRAME & ERAE
FIRE HYDRANT
FIELD INLET
TLOW LINE
GATE VALIE
HEIGHT
IN ACCORDANCE I,IIIH
IN\ERT
UP OF CURB
LINEAR FOOT
LOCATION
LEFT
MAXIMUM
MATCH EXISI]NG
MANHOI.T
MINIMUM
METTILYMElHACR\tAIE
MONUMENT
NORIHING / NOR1H
NOT TO SCAI.E
OL AND GRIT SEPARATOR
PONT OF CURVAIURE
POINT OF COMPOUND CUR\E
POR1LAND CEMENT CONCRETE
PEDESlRIAN
PROFILE CRAOE
PONT OF INIERSEC1ION
PROPERTY UNE
POINT OF ROTATION
PONT OF TANGENT
PUBUC USE EASEMENT
POLWNYLCNILORIDE
PONT OF VERNCAL INTERSECNON
PONT OF VERNCAL TANG€NT
RADIUS
RECYC-ED ASPHALT PA\EMENT
ROAD
RAOIUS POINT
REMOVE AND REPLACE
RIGHT
RIGIIT OF WAY
SOUIH / SLOPE
STORM DRAIN
STORM DRAIN CATCH BASIN
STORM DRAIN FIEI..D INTTT
STORMWAIER MANAGEMENT MANUAL FOR IIESTERN WASHINGTON
STREET INIERSECTION
SANITARY SEI1ER
SIREET
STAIION
STRUClURE
SIOETVALK
TOP OF BACK OF CURB
TEMPORARY CONSTRUCTION EASEMENT
TYPICAL
VAL\E BOX
V€RTICAL CUR\€
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GENERAL NOTES
UNLESS OTHERWSE NOTED
1. ALL WORK SHALL CONFORM TO"IHE 2026 WASHINGTON STATE
DEPARIVENT OF TRANSPORTANON (WSDOT) STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, THE 2026
WASHINGTON STATE DEPARTUENT OF TRANSPORTATION STANDARD
.PI'ILMAENSS, A COPY OF 'IHESE DOCUMENTS SHALL BE ON SITE AT ALL
DURING CONSIRUCTION.
2. ALL PUBLIC ROADWAY OPERATIONS AND 'IRAFFIC CON1ROL MEASURES
SHALL BE CONDUCTED UNDER THE PROVISIONS OF AN APPRO\ED
TRAFRC CONTROL PLAN PER WSDOT SPECIFICATION SECTION 1-10.2(5).
3. PAVED SURFACES IN lHE PUBLIC RIGHT OF WAY INCLUDING ROADWAYS,
SIDEWALKS, AND CURBS THAT ARE DAMAGED BY CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER.
4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND
LOCATION CENTER (1-800-424-55ss) No LESS THAN TWo DAys AND
NO MORE THAN 10 DAYS PRIOR TO ANY EXCAVATION fiAT MIGHT
AFFECT UNDERGROUND FACIUTIES. SEE SPECIFICAIIONS SECTION
FO7,2A. A PRIVATE/THIRD PARTY LOCATE SERVICE SHALL BE USED TO
LOCATE/DENTIFY BURIED UTIUTIES ON PRIVATE PROPERTY.
5. THE CON1RACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF
AND HAZARD CREAIED BY OVERHEAD POIIER AND OTHER UTILITIES. lHE
CONTRACTOR SHALL MEET WlH UTIUTY OIA'NERS PRIOR TO
CONSTRUCTION AND SHALL TAKE WHATE\ER PRECAUTIONS ARE
REQUIRED BY LAW AND REGULATIONS, UTIUTY OW\ERS, AND SAFE
CONSTRUCTION PRACTICES.
6. ALL LOCAI'IONS OF EXISTING UTIU]IES SHOWN HEREON HAVE BEEN
ESTABUSHED BY FIELD SUR\EY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD 1HEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR
TO INDEPENDENTLY IERIFY THE ACCURACY OF ALL UTILITY LOCATIONS
SHOWN AND TO FURTI{ER DISCOVER AND AVOID ANY O'IHER UTIUTIES
NOT SHOW{ HEREON TVHICH MAY BE AFFECTED BY THE IMPLEMENTATON
OF THIS PLAN.
7. INSPECTION AND ACCEPTANCE OF ALL WORK WLL BE ACCOMPLISHED BY
THE ENGINEER. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWNG
PROPER ADVANCE NOTICE. IHE ENGINEER MAY REQUIRE
RECONSTRUCTION, AT CONTRACTOR'S EXPENSE, OF ITEMS IIIAT DO NOT
MEET CITY STANDARDS OR ]HAT WERE CONSTRUCTED WTHOUT
INSPECTION.
8. THE REQUIREMENTS OF TTIIS PLAN ARE lHE MINIMUM REQUIREMENTS.
THEY DO NOT REPLACE, REPEAL, ABROGATE, SUPERSEDE, OR AFFECT
ANY O1HER MORE STRINGENT REQUIREMENTS, RULES, REGULATIONS,
STANDARDS, OR RESTRICTIONS.
9. THE CON1RACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND
UTIUTIES DURING CONSTRUCTION.
10. IN ACCORDANCE WTH WSDOT SPECIFICATION SECTION 7-20.3, THE
CONTRACTOR SHALL ADJUST ALL MAIN'IENANCE HOLE CASTINGS,
DRAINAGE STRUCTURE LIOS, VALVE BOXES, AND UTIUTY ACCESS
STRUCTURES TO FINISHEO GRADE WIHIN AREAS AFFECTED BY lHE
PROPOSED IMPROVEMENTS.
11. TRUCK IRAFRC SHALL BE MINIMIZED 1HROUGH lHE NEIGHBORHOODS.
TRUCK TRAFRC SHALL USE ARTERIAL ROU1ES WHERE POSSIBLE.
12. TI{E CON'IRACTOR SHALL \ERIFY EXISTING GRADES, DRIVEWAY
TRANSIIIONS, UTILITY APPURIENANCES, DRAINAGE FLOW PAIHS, AND
TIE-IN LOCATIONS PRIOR TO GRADING AND SURFACING, CONFLICTS
SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING.
13. TI{E CONTRACTOR SHALL MAINTAIN POSITI\E DRAINACE 'IHROUGHOUT
CONSTRUCTION. WORK SHALL NOT CREATE PONDING, BLOCK EXISTING
DRAINAGE PAfiS, OR DIRECT RUNOFF ONTO PRIVATE PROPERTY.
cENERAL NOTES (CONTTNUEp):
14. SOFT, YELDING, PUMPING, OR OTHERWSE UNSUITABLE AREAS
ENCOUN1EREO DURING EXCAVATION, PULVERIZATION, GRADING, OR
COMPACTION SHALL BE BROUGHT TO ENGINEER,S ATTENTION BEFORE
THE AREA IS CO\ERED OR SURFACED.
15. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO
RESIDENCES, DRIVEWAYS, EMERGENCY SERVICES, MAIL DEU\ERY, AND
SOLID WAS1E COLLECTION UNLESS OTHERWSE APPRO\€O BY THE
ENGINEER.
fiE 16. lHE CONTRACTOR SHALL CONTROL DUST, LOOSE AGGREGATE, AND
IRACKING OF MATERIAL ONTO ADJACENT STREETS 1HROUGHOUT
WORK. STREET CLEANING SHALL BE PERFORMED AS NEEDED AND AS
DIRECTED BY THE ENGINEER.
PULVERIZATION NOTES
UNLESS OTHERWISE NOTED
1. EXISIING ASPHALT PAVING SHALL BE SAIIVCUT ON A NEAT UNE WlH
A SAW CUT ADJACENT TO NEIV CONSIRUCTION.
2. THE APPROVED PLANS SHOW THE APPROXIMA1E AREA OF
PUL\ERIZATION BASED ON lHE DEPTH OF UTIUTY CUTS AND,/OR THE
fiE A.IHREEAACOTFUCAUL RUBMAITNSDO/OFRTHPEA\EPMULE\N€RT IZTAOTIBOEN
REMOVED
WLL BE
AND REPLACED.
DETERMINED IN
lHE FIELD BY ENGINEER PRIOR TO
PUL\ERIZATION.
3. CASTINGS AND CO\ERS WLL BE PROVIDED BY THE CONTRACTOR.
THE CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS AND METER
BOXES TO GRAOE PRIOR TO THE INSTALLATION OF THE FINAL
WEARING COURSE. CASTINGS AND METER BOXES DAMAGED DUE TO
lHE CON'IRACTOR,S AC]'IVITIES SHALL BE REPLACED BY IHE
fiE CONTRACTOR AT
CONIRACTOR,S EXPENSE.
4. IT SHALL BE THE CONTRACTOR,S RESPONSIBILITY TO MAINTAIN AREA
OF PUL\ERIZATION IN ADVANCE OF COUNTY CHIP SEAL THAT IS
ANTICIPATED TO OCCUR SHOR1LY AFTER WORK IS SUBSTANTIALLY
COMPLETE. ENGINEER WLL BE NO1IRED AT LEAST ,+8 HOURS IN
ANTICIPATION OF IHE COMPLE'I'ION OF WORK.
5. PRIOR TO BEGINNING PULVERIZATION OR CEMENT TREAruENT, THE
CONTRACTOR SHALL COORDINATE WTH THE ENGINEER TO REVIEW
WORK SEQUENCE, EQUIPMENT, I/\,EAITIER FORECAST, 'IRAFFIC
CONTROL GRADE CONTROL, UTILITY PROECNON, ANO INSPECTION
HOLO POINTS.
6. THE CON1RACTOR SHALL PROTECT PREPARED AND RECLAIMED
SURFACES FROM MOISTURE DAMACE, RUTTING, CONTAMINATION, OR
TRAFFIC DAMAGE PRIOR TO CEMENT TREA'IIIIENT AND SURFACING.
SURVEY NOTES
UNLESS OTHERWISE NOTED
1. STATIONING AND OFFSETS ON GRADING PLAN AND PROFILE ARE
RELATIVE TO CONSTRUCTION CENTERLINE.
2. INITIAL ELEVATIONS FOR GRADING ARE BASED ON BENCHMARKS
SHOW! ON SURVEY CONTROL PLAN ON SHEETS 34 AND 45.
BASIS OF BEARING: WASHINGTON COORDINATE SYSIEM OF 1983,
ADJUSTIrENT 1991, NoRIH ZONE, NORltl AMERICAN DATUM
(NAD 83,/91).
\ERTICAL DATUM: NORTH AMERICAN VERTICAL DA'IUM OF 1988
(NAVD 88)
3. ALL SURVEYNG AND STAKING O'IHER THAN INI'IIAL SUR\EY
CONTROL ARE TO BE PROVIDED BY THE CONTRACTOR AT IHE
CONTRACTOR,S EXPENSE, IN ACCORDANCE WTH WSDOT
STANDARDS.
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TITLE:
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PORT TOWNSEND, WA 98368
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Bid Due: 12/16/2027

Market Search - OCLA - Spokane

...: Jessie Russell Amendment Date: Description: The State of Washington Office of Civil ...

State Government of Washington

Bid Due: 12/16/2027

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