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1-07.5(2) State Departments of Wildlife and Fillheries
This section title is revised to read:
1-07.5(2) State Department ofFish and Wildlife
1-07.8 Vacant
This section is revised to read:
1-07.8 High Visibility Apparel
The Contractor shall ,require all personnel at the work site under their control (including
subcontractors and lower tier subcontractors) to comply with the following:
I. To wear reflective vests, except that during daylight hours, orange clothing
equivalent to "Ten Mile Cloth" or hunter orange may be worn in lieu of reflective
vests,
2. To wear white coveralls at night,
3. Whenever rain gear is worn during hours of darkness, it shall be white or yellow,
and
4. The reflective vests shall always be the outermost garment.
Exceptions to these requirements are: (I) when personnel are out of view of and not
exposed to traffic, (2) when personnel are inside a vehicle, or (3) where it is obvious that
such apparel is not needed for the employees safety from traffic.
Reflective vests shall have a minimum of 100 square inches of reflective surface distributed 30
percent on the front and 70 percent on the back. The retroreflection value at an entrance angle
of .4 degrees and an observation angle of 0.2 degrees shall be a minimum 500 candle power
for the reflective surface of the vest.
Reflective vests, hard hats, white coveralls, rain gear, and other apparel shall be furnished and
maintained in a neat, clean, and presentable condition at no expense to the Contracting
Agency.
1-07.11(2) Equal Employment Opportunity Policy
This section is revised to read:
The Contractor shall accept as an operating policy the following statement which is designed
to further the provision of equal employment opportunity to all persons without regard to their
mce, color, religion, sex, national origin, age, or disability, and to promote the full realization
of equal employment opportunity through a positive continuing program:
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It is the policy of this Company to ensure that applicants are employed, and that employees
are treated during employment, without regard to their race, I\'eligion, sex, color, national
origin, age, or disability. Such action shall include: employment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or termination; mtes of payor other
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forms of compensation; and selection for training, including apprenticeship,
preapprenticeship, and/or on-the-job training.
1-07.11(4)A Supervisory Personnel
Number 3 is revised to read:
3. Internal EEO Procedures - All personnel who are engaged in direct recruitment for the
project shall be instructed by the EEO Officer or appropriate company official in the
Contractor's procedures for locating and hiring minority group and female employees.
1-07.11(4)B Employees, Applicants, and Potential Employees
The portion of the first paragmph preceding No.1 is revised to read:
In order to make the Contractor's equal employment opportunity policy known to all
employees, prospective employees, and potential sources of employees, e.g. schools,
employment agencies, labor unions (where appropriate), college placement officers,
community organizations, etc., the Contractor shall take the following actions:
1-07.11(7)A Special Training Provisions
The second and third sentences of No. I are revised to read:
The nwnber of trainees to be trained and the number of training hours for the contract will be
specified in the Special Provisions. The number of training hours to be performed will also be
specified under the bid item Training.
The last sentence of No. 2 is revised to read:
The Contractor will be credited for each approved trainee (Section 1-07.1 1(7)0) employed on
the contract work who is currently enrolled or becomes enrolled in an approved program
(Section 1-07.11 (7)C), and will be reimbursed for such trainees as provided hereinafter.
1-07.U(7)C Acceptable Training Programs
The first pamgraph is revised as follows:
The fll'st sentence of No. I is revised to read:
I. Apprentices registered with a Washington State Department of Labor - State
Apprenticeship Training Council (SA TC) approved apprenticeship agreement.
No.3 is revised to read:
3. Trainees participating in a non BA T/SA TC program approved by the FHW AlWSDOT
for the specific project.
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1-07.11(7)D Training Program Approval
The first paragraph is revised as follows:
In the first sentence of No. I , "BAT or JA TC" is revised to read "BAT or SA TC".
In the sixth sentence of No. 5, "JATCIBAT" is revised to read "SATCIBAT".
1-07.11(8) Unions
In the first sentence of Nos. 2 and 4, "sex, or national origin" is revised to read "sex, national
origin, age, or disability".
1-07.11(9) Subcontracting
This section, including the title is revised to read:
1-07.11(9) Subcontracting, Procurement of Materials, and Leasing of Equipment
Nondiscrimination - The Contractor shall not discriminate on the grounds of race, color,
religion, sex, national origin, age, or disability in the selection and retention of subcontractors,
including procurement of materials and leases of equipment.
Solicitation and Utilization. The Contractor shall use their best effort to solicit bids from, and
to utilize, disadvantaged, minority, and women subcontractors, or subcontractors with
meaningful minority and women representation among their employees.
Subcontractor EEO Obligations - The Contractor shall notify all potential subcontractors and
suppliers of the EEO obligations required by the contract. The Contractor shall use their
efforts to ensure subcontractors compliance with their equal employment opportunity
obligations.
1-07.11(10)A General
Number 4 is revised to read:
4.
Subcontracting - The progress and efforts being made in securing the services of
disadvantaged, minority, and women subcontractors, or subcontractors with meaningful
minority and female representation among their employees.
1-07.11(10)B Required Records and Retention
The second paragmph is revised to rel\d:
On Federal-aid contracts only, the Contractor/Subcontractor shall submit to the Project
Engineer a completed PR 1391 by August 25. The report must reflect the
Contractor/Subcontractor's total employment on all Federal-Aid highway projects with the
Contracting Agency a.~ of July 31 st. The staffing figures to be reported should represent the
project work force on board in all or any part of the last payroll period preceding the end of
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July. For multi-year projects, a report is required to be submitted each year throughout the
duration of the contract.
1-07.13(4) Repair of Damage
The second sentence of the first paragraph is revised to read:
For damage qualifYing for relief under Sections 1-07.13(2) or 1-07.13(3), payment will be
made in accordance with Section 1-09.4 using the estimated bid item "Reimbursement for
Third Party Damage".
The first paragraph is supplemented with the following:
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.
1-07.23(3)C Traffic Control Plans
The following sentence is added after the first sentence:
All flaggers are to be shown on the traffic control plan except for emergency situations.
The third sentence is revised to read:
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If the Contractor's methods differ from the contract traffic control plan(s), the Contractor shall
propose modification of the traffic control plan(s) by showing the necessary construction signs,
flaggers, and other traffic control devices required for the project.
1-07.23(3)E Traffic Control Labor
The first paragraph is revised to read:
The Contractor shall furnish all personnel for flagging and for the setup and removal of all
temporary traffic control devices and construction signs necessary to control traffic during
construction operations. Flaggers and spotters shall have a current certification (flagging card)
acceptable to the State Department of Labor and Industries (WAC 296-155-305). Workers
engaged in flagging or traffic control shall wear reflective vests and hard hats. During hours of
darkness, whitc coveralls or white or yellow rain gear shall also be worn. The vests and other
apparel shall be in conformance with Section ]-07.8. The Contractor shall furnish the
MUTCD standard Stop/Slow paddlcs (18 inches wide, letters 6 inches high, and reflectorized)
for the flagging operations.
The sccond paragraph is supplemented with the following:
5. Spotters to warn work crews of impending danger from public traffic, whcn approved
by the Engineer.
CR0953
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Z \J 23 SECTION 1-09 MEASUREMENT AND PAYMENT
24 April 10, 1995
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26 1-09.9 Payments
27 The sixth paragraph is revised to read:
I 28
29 If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher
30 Certification or any other documentation required for completion and final acceptance of the
I 31 contract, the Contracting Agency reserves the right to establish a completion date (for the
32 purpose of meeting the requirements of RCW 60.28) and unilaterally accept the contract.
I 33 Unilateral final acceptance will occur only after the Contractor has been provided the
34 opportunity, by written request from the Engineer, to voluntarily submit such documents. If
0 35 voluntary compliance is not achieved, formal notification of the impending establishment of a
36 completion date and unilatcml final acceptance will be provided by certified letter from the )
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37 Secretary to the Contractor, which will provide 30 calendar days for the Contractor to submit
38 the necessary documents. The 30 calendar day period will begin on the date the certified letter
I 39 is received by the Contractor. The date the Secretary unilatemlly signs the Final Contractor
40 Voucher Certification shall constitute thc completion date and the final acceptance date .'
. 41 (Section 1-05.12). The reservation by the Contracting Agency to unilaterally accept the 0 0
I 42 contract will apply to contracts that are physically completed in accordance with Section I-
43 08.5, or for contracts that are terminated in accordance with Section 1-08.10. Unilateral final
44 acceptance of the contract by the Contrllcting Agency does not in any way relieve the
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Contractor of their responsibility to comply with all Federal, State, or local laws, ordinances,
and regulations that affect the work under the contract.
1-09.10 Payment for Surplus Processed Ma,erials
This section is revised to read:
After the Contract is completed, the Contractor will be reimbursed actual production costs for
surplus processed material produced by the Contractor from Contracting Agency-provided
sources if its value is $3,000 or more (determined by actual production costs).
The quantity of surplus material eligible for reimbursement of production costs shall be the
quantity produced (but 811 amount not greater than 110 percent of plan quantity or as specified
by the Engineer), less the actual quantity used. The Contmcting Agency will determine the
actual amount of surplus material for reimbursement.
The Contractor shall not dispose of any surplus material without permission of the Engineer.
Surplus material shalll\'emain the property of the Contracting Agency without reimbursement
to the Contractor ifit is not eligible for reimbursement.
SECTION 2-03 ROADWAY EXCAVATION AND EMBANKMENT
July 18, 1994
2-o3.3(7)C Contractor-Provided Disposal Site
The third pamgmpb is revised to read:
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The Contractor shall provide the Engineer the location of all disposal sites to be used and also
provide copies of the permits and approvals for such disposal sites before any waste is hauled
off the project.
2-03.3(14)1 Embankments at Bridge and Trestle Ends
The flfSt sentence of the first paragmph is revised to read:
This work consists of filling around the ends of trestles and bridges, the area defined in Section
1-01.3.
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2-03.5 Payment
The following pamgraph is added after item number 6:
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Compaction will be paid for by the item "Embankment Compaction"..
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Compaction will be paid for by the item "Embankment Compaction".
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I SECTION 2-07 WATERING
2 February 13, 1995
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4 2-07.S Payment
5 This section is supplemented with the following:
6
7 The unit contract price per M gallon for "Water" shall be full pay for all labor, materials, tools,
8 and equipment necessary to furnish, haul, and apply the water.
9
10 When the contract does not include water as a pay item, providing and applying the water shall
II be incidental to construction. All costs shall be included in the other contract pay items.
12
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14 SECTION 2-09 STRUCTURE EXCAVATION
15 June 27,1994
16
17 2-09.3(4) Construction Requirements, Stnlcture Excavation, Class B
18 The first sentence of the third paragraph is revised to read:
19
20 If workers enter any trench or other excavation 4 feet or more in depth that does not meet the
21 open pit requirements of Section 2-09.3(3)B, it shall be shored or other safety method
22 constructed in conformance with WlSHA requirements.
23
24 2-09.4 Measurement
25 The 10th paragraph is revised to read:
26
27 Shoring or extra excavation. No specific unit of measurement shall apply to the lump sum
28 item of shoring or extra excavation Class A. Shoring or extra excavation Class B will be
29 measured by the square foot as follows:
30
3 J The area for payment will be one vertical plane measured along the centerline of the
32 trench, including structures. Measurement will be made from the existing ground line to
33 the bottom of the excavation and for the length of the work actually performed. If the
34 contract includes a pay item for grading to remove materials, the upper limit for
35 measurement will be the neat lines of the gt'ading section shown in the Plans. The bottom'
36 elevation for measurement will be the bottom of the excavation as shown in the Plans or as
37 otherwise established by the Engineer.
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SECTION 5-04 ASPHALT CONCRETE PAVEMENT
December 27, 1994
5-04.3(10)B Control
In all four sentences of the third paragraph, "compatibility" is revised to read "eompactibility".
5-04.3(14) Planing Bituminous Pavement
The two paragraphs of this section are replaced by the following:
The planing shall be performed with a milling machine of a type that has operated successfully
on work comparable with that to be done under the contract and shall be approved by the
Engineer prior to use.
The surface of existing pavements or the top surface of subsurface courses shall be planed to
remove irregularities and to produce a smooth surface.
Planing shall be performed in a manner such that the underlying pavement is not tom, broken,
or otherwise injured by the planing operation. The surface of the underlying pavement shall be
slightly grooved or roughened sufficiently to ensure a bond when overlaid.
The Contractor shall keep the planings and remove them from the project, or stockpile the
planings on Contracting Agency Property, if a site is shown in the Plans, for future use by the
Contracting Agency. If the planings are not to be stockpiled for the Contracting Agency's use,
the Contractor may utilize the planings in the asphalt concrete pavement as specified in
Section 5-04.2. All other debris resulting from the planing opemtions shall be disposed of by
the ContractoJ' to the satisfaction of the Engineer. Unless otherwise provided, the Contractor
shall provide a waste site for the disposal of these materials.
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For mainline planing operations, the equipment shall have automatic controls, with sensors for
either or both sides of the equipment, copable of sensing the proper grade from an outside
reference line, or multi-footed ski-like armngement. The automatic controls shall also be
capable of maintaining the desired transverse slope. The transverse slope contToller shall be
capable of maintaining the screed at the desired slope within plus or minus 0.1 percent.
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5-04.3(14)A Heater Planing
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SECTION s..oS CEMENT CONCRETE PAVEMENT
April 10, 1995
s..oS.3(l) Proportioning Materials
In the "Concrete Mixes for Pavements" table in Section 5-05.3(1), all references to Portland
Cement Type II are revised to read Type I or II.
The following paragraph is inserted after the "Concrete Mixes for Pavements" table:
Paving mix produced from dedicated plants shall use cement from a single mill source for the
duration of a paving season.
Item a. of the sixth paragraph is revised to read:
The resulting coarse aggregate meets all requirements cfSection 9-03.1(3)C, Grading No.2.
The following paragmph is inserted after the sixth paragraph.
Fine aggregate shall conform to Section 9-03.1 (2), Class I.
The fIrst sentence of the seventh paragraph is revised to read:
When no provision is made in the Contract for payment for alternate design ages, payment for
additional costs to the Contractor for the alternate design ages ordered by the Engineer will be
based on invoice differential for Type III or the additional Type I or II cement used.
,
'.......
s..oS.3(I)A Alternate Concrete Mix Design For Paving
The following is inserted after the first sentence of the first pamgraph under No. I, Materials:
Fine aggregate shall conform to Section 9-03.1 (2), Class I. COl1l'lle aggregate shall conform to
Section 9-03.1(4) and shall be either grading No. 467 of Section 9-03.1(4)C or gmding No.2
of Section 9-03.1(3)C.
The second sentence under No.3, Mix Design Modifications, is revised to read:
A plus or minus 100 pound variation in both the coarse and fine aggregate target weights will
be allowed from the approved contractor provided mix design weights 89 a modification
without resubmitta1.
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31
32
33
34
35
5-05.3(12) Surface Smoothness
The fourth, fifth and sixth paragraphs are revised to read:
All areas representing high points having deviations in excess of 0.3 inch, as determined by
procedures described in WSDOT Test Method 807, shall be reduced by abrasive methods until
such deviations do not exceed 0.1 inch as determined by reruns of the profilograph. High areas
of individual profiles shall be reduced by abrasive means so that the profile index will not
exceed 0.7 inch in any 0.1 mile section. All high areas in excess ofO.t inch shall be reduced to
0.0 inch prior to reducing any high points of 0.1 inch or less.
When any of the daily profile indexes exceed 7.0 inches per mile, fina1 acceptance of the
pavement for smoothness parallel to the centerline will be based on profile indexes as
measured with the profilograph, operated by the Contractor under the supervision of the
Engineer, along a line parallel to the edge of pavement and each longitudinal joint and will not
be avemged for acceptance purposes. The final acceptance profile indexes will be measured
after all corrective work is complete and will demonstrate that all 0.1 mile sections on the
project are within the 0.7 inch specification.
When cement concrete pavement abuts bridges, the finished pavement parallel to centerline
within IS feet of the abutting joint shall be uniform to a degree that no variations greater then
1/8 inch are present when tested within a to-foot straightedge.
The seventh paragraph is deleted.
SECTION 6-02 CONCRETE STRUCTURES
April 10, 1995
'.....
Sections 6-02.1 through 6-02.3(6)D, except Table 6-02.3(6), are deleted in their entirety and are
replaced by the following new Sections 6-02.1 through 6-02.3(6)D, including a new Contracting
Agency-Provided Mix Designs chart.
6-02.1 Description
Section 6-02 applies to the construction of all structures (and their parts) made of Portland cement
concrete with or without reinforcement. Any part of a structure to be made of other materials shall
be built as these Specifications require elsewhere.
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6-02.2 Materials
Materials shall meet the requirements of the following sections:
Portland Cement
Aggregates for Portland Cement Concrete
Gravel Backfill
Joint and Crack Sealing Materials
Reinforcing Steel
Epoxy-Coated Reinforcing Steel
Prestressed Concrete Girders
Curing Materials and Admixtures
Fly Ash
Plastic Waterstop
Water
Elastomeric Bearing Pads
9-01
9-03.1
9-03.12
9-04
9-07
9-07
9-19
9-23
9-23
9-24
9-25
9-31
6-02.3 Construction Requirements
6-02.3(1) Classification of Structural Concrete
The class of concrete to be used shall be as noted in the Plans and these Specifications. The
numerical class of concrete defines the specified compressive strength at 28 days. The letter
designations following the class of concrete identify specific uses.
LS for Low Shrink applications
P for Piling applications
W for Underwater applications
D for Deck applications
The Contractor may request, in writing, permission to use a class of concrete with a higher
compressive strength than specified. The substitute concrete shall be evaluated for acceptance
based on the specified class of concrete. The Engineer will respond in writing. The Contractor
shall bear any added costs that result from the change.
6-02.3(2) Proportioning Materials
The total Chloride ion (CI-) content of the mixed concrete shall not exceed 0.06 percent of
cementitious material for prestressed concrete nor 0.10 percent of cementitious material for
reinforced concrete. Cementitious material shall be the weight of cement plus fly ash, if used.
Concrete for bridge decks, bridge approach slabs, and for Contracting Agency-provided mixes
shall use only Class I fine aggregate. Concrete for slip-formed barrier may use Class I or 2 fine
aggregate.
Unless otherwise specified, the Contractor shall use Type I or II Portland cement in all concrete.
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The use of fly ash for all classes of concrete other than for Contracting Agency-provided mixes is
optional. Fly ash, if used, shall not exceed 25 percent by weight of the total cementitious material
in the concrete mix and all concrete within a class in a structure shall have the same proportion of
fly ash. The water to cement mtio shall be calculated on the total cementitious material.
As an alternative to the use of cement and fly ash as separate components, a blended hydraulic
cement, Type IP(MS) or Type I (PM) (MS), may be used. The blended cement shall be produced
such that the maximum fly ash content of the cementitious rnaterial is 25 percent.
6-02.3(2)A Contractor-Provided Mix Design
The Contractor shall provide a mix design for concrete Class 6000 and 6000LS. For all other
classes of concrete, the Contractor may provide an alternate mix design to the Contracting
Agency-Specified mix design. If the Contractor elects to provide an alternative for Class 4000P or
Class 4000D, the proposed mix shall provide a minimum fly ash content per cubic yard of 100 Ibs.
and 75 Ibs. respectively.
For concrete designated as LS (Low Shrink) or concrete designated as W (underwater placement),
the maximum water cement ratio shall be as shown in Section 6-02.3(2)B. For concrete Class
6000LS, the Contractor-provided mix design water cement ratio shall not exceed 0.36.
The Contractor's submittal of a mix design shall provide a unique identification for each mix
design and shall include the mix proportions per cubic yard and the proposed sources. Concrete
placeability, workability, and strength shall be the responsibility of the Contractor. The Contractor
shall notify the Engineer in writing of any mix design weight modifications.
Fine aggregate shall conform to Section 9-03.1 (2) Class I or Class 2.
Coarse aggregate shall conform to Section 9-03.1(3), Grading No.2, 5, or 6, or to Section 9-
03.1(4). The nominal maximum size aggregate shall be 3/4 inch for all classes except Class 3000,
4000P, and 4000W. The nominal maximum size aggregate for Class 3000 and 4000W shall be
] 1/2 inches. The nominal maximum size aggregate for Class 4000P shall be 1/2 inch.
Water reducing/retarding admixture for concrete Class 4000P shall conform to the requirements of
Section 9-23.6 Type D. High range water reducing admixtures shall conform to the I'equirements
of Section 9-23.6 Type G.
6-02.3(2)8 Commercial COlllcrete
Where concrete Class 3000 is specified for luminaire bases, plugging culverts, concrete collars,
sign foundations, guardrail anchors, culvert hcadwalls, sidewalks, curbs.. and gutters the Contractor
may use commercial concrete. Commercial class concrete shall not be used for bridges, retaining
walls, or box culverts.
Commercial class concrete shall conform to the following:
Specified Compressive Strength
at 28 days, minimum 3000 psi
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2 Pounds per Cubic Yard,
3 minimum (Not more than
4 25% of cementitious material
5 may be fly ash.) 500 pounds
6 Coarse Aggregate Nominal
7 Maximum Size 11/2 inch
8 Fine Aggregate Class I or 2
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10 For commercial concrete, the Contractor may use mobile mixers that measure material by volume.
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12 Contracting Agency-Provided Mix Designs
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CL'OOO CLlOOO CUOOOLS ctAOOO cuooo CLMlOOW QAOOOL$ CL4000D CAOOODLS aAOOOP CL.5OOO CL5000LS
W/Ab WfAlr WIAI, W/Air W/AJ, W/AJ, W/Alr W/Alr
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I'oundI ,. Cubic Yard
c.m... S40 S40 S40 ... "" "" "" ... "" 61' n. n.
Fly AlII 15 15 '00
FincAgrtpteCIau 11315 1100 lUO 1305 '090 mo mo 1100 1175 '040 1070
'1M Agrcpte ClUJ 2 '16'
CoarM AgNpt.a'2 1950 1950 '990 ..
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tdu W~I 0.50 0.50 0.4' ..... .... 0.3' 0.31 0,]9 0.36 .,.. ... 0.36
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AauaI '''"''ahll will M Ildj~ (or YU)'ln. Spednc Onvltl.
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46
47 6-02.3(2)C Contracting Agency-Provided Mis Designs
48 The specified compressive strength at 28 days and mix proportions for the Contracting Agency-
49 provided mix designs are listed in the Contracting Agency-provided mix design chart.
SO
51 Concrete Class 5000, Contracting Agency.provided mix design, shall be supplied from concrete
52 plants with an established standard deviation not to exceed 600 psi.
53
54 To establish a standard deviation for a concrete plant, the results of at least 30 consccutive
55 compression tests will be required except as noted below. The cylinders shall be 6 inch by 12 inch
56 test specimens and shall be made, handled, and stored in accordance with WSDOT Test Methods
57 809 (Method I) and tested in accordance with WSDOT Test Methods 80 I and 811. Each set of at
58 least two test specimens shall be made from sepamte batches of production ~,oncrete within the last
59 twelve months and
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a) The production concrete shall be made with similar materials and conditions to those
anticipated for the proposed concrete
b) The production concrete compressive strength shall be greater than or equal to 0.8 f' c
of the proposed concrete.
The standard deviation, (8), shall be calculated as follows:
S = (((n I;x2) - <Lxi) I (n(n_I)))112
where: n total number of test values
I;x2 = summation of the squares of
individual test valucs
a:x)2 = summation of the individual test
values squared
If the Contractor's concrete production facility does not have sufficient number of compressive test
results to meet the 30 test requirement, but does have test records for IS to 29 consecutive tests,
the standard deviation calculated from these available tests may be used if after the calculation the
standard deviation is first multiplied by the appropriate factor given the following table:
Number of Factor for Increasing
Tests. the Standard Deviation
15 1.16
~ 1~8
~ 1m
30 or more 1.00
.lnterpolate linearly for intermediate number oftests.
6-02.3(3) Admixtures
Concrete admixtures shall be added to the concrete mix at the time of batching the concrete or in
accordance with the manufacturer's written procedure and a.q approved by the Engineer. A copy of
the manufacturer's written procedure shall be furnished to the Engineer prior to use of any
admixture. Any deviations from the manufacturer's written procedures shall be submitted to the
Engineer for approval. Admixtures shall not be added to the concrete with the modified procedures
until the Engineer has approved them in writing.
6-02.3(3)A Compatibility
Admixtures from different manufacturers shall not be URed together unless the Contractor provides
written documentation verifying that the admixtures are compatible in combination with all other
ingredients of the concrete.
6-02.3(3)B Air-Entrainment Admlsture
An air entraining admixture shall be used to air entrain concrete. Air entrained cement shall not be
used.
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6-02.3(3)C Water-Reducing Admixture
A water reducing admixture shall be used on Contracting agency provided mixes as shown on the
mix design table.
The Contractor may use a set retarding admixture,or a combination water reducer and retard31~t
admixture in all Contractor provided mixes. Use of set retarding or reducer/retarder admixtures in
Contracting Agency provided mix designs requires the Engineer's approval.
6-02.3(3)D High-Range Water Reducing Admixture
A high-range water reducer (superplasticizcr) may be used in all Contractor provided mix designs.
The use of a high-range water reducer shall be submitted as a part of the Contractor's concrete mix
design.
The Contractor may request the use of a high range water reducer in Contracting Agency-provided
mix designs. If the request is approved, the Contractor shall be responsible for the concrete
performance as defined in Section 6-02.3(2)A.
6-02.3(4) Ready-Mix CODcrete
All concrete, except Commercial Concrete, shall be batched in a prequalified manual, semi-
automatic, or automatic plant as described in Section 6-02.3(4)A. If the plant has not been
prequalified, the Contractor shall provide written notification to the Engineer two weeks prior to
anticipated use of the batch plant to allow for Contracting Agency inspection. Information
conceming NRMCA certification may be obtained from the National Ready Mix Concrete
Association at 900 Spring Street, Silver Springs, MD 20910. The Engineer is not responsible for
any delays to the Contractor due to problems in getting the plant certified.
'-...
6-02.3(4)A QualificaticD ofConcl'lete Suppliers
Prequalification may be obtained through an annual inspection conducted by the Contracting
Agency or, as an alternate, through certification by NRMCA, or by an independent evaluation
certified by a professional engineer and using NRMCA or Contracting Agency quidclines. The
Contracting Agency inspection and the NRMCA certification have similar requirements for plant
and delivery equipment.
For central-mixed concrete, the mixer shall be equipped with a timer that prevents the batch from
discharging until the batch has been mixed for the prescribed mixing time. A mixing time of one
minute will be required after all materials and water have been introduced into the drum. Shorter
mixing time may be allowed if the mixer performance is tested in accordance with Designation 26,
Variability of Constituents in Concrete, Concrete Manual, U.S. Department of the Interior (ASTM
C94-86b Annex Al Concrete Uniformity Requirements). Tests shall be conducted by an
independent testing lab or by a commercial concrete producer's lab. If the tests are performed by a
producer's lab, the Engineer or a representative will witness all testing.
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seconds or until the ingredients have been thoroughly blended.
CR09JJ
Chlmacum Road Improvllmenu
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For transit-mixed or shrink-mixed concrete, the mixing time in the transit mixer shall be a
minimum of 70 revolutions at the mixing speed designated by the manufacturer of the mixer.
Following mixing, the concrete in the transit mixer may be agitated at the manufacturer's
designated agitation speed. A maximum of 320 revolutions (total of mixing and agitation) will be
permitted prior to discharge.
All transit-mixers shall be equipped with an operational revolution counter and a functional device
for measurement of water added. All mixing drums shall be free of concrete buildup and the
mixing blades shall meet the minimum specifications of the drum manufacturer. A copy of the
manufacturer's blade dimensions and configuration shall be on file at the concrete producer's
office. A clearly visible metal data plate (or plates) attached to each mixer and ,agitator shall
display: (I) the maximum concrete capacity of the drum or container for mixing and agitating, and
(2) the rotation speed of the drum or blades for both the agitation and mixing speeds. Mixers and
agitators shall always operate within the capacity and speed-of-rotation limits set by the
manufacturer. Any mixer, when fully loaded, shall keep the concrete uniformly mixed. All mixers
and agitators shall be capable of discharging the concrete at a steady rate. Only these transit-
mixers which meet the above requirements will be allowed to deliver concrete to any state project
covered by these Specifications.
In transit-mixing, mixing shall begin within 30 seconds after the cement is added to the
aggregates.
~
Central-mixed concrete, transported by truck mixer/agitator, shall not undergo more than 250
revolutions of the drum or blades before beginning discharging. To remain below this limit, the
suppler may agitate the concrete intermittently within the prescribed time limit. When water or
admixtures are added after the load is initially mixed, an additional 30 revolutions will be required
at the recommended mixing speed.
For each project, at least biannually, or as required, the Engineer will examine mixers and agitators
to check for any buildup of hardened concrete or wom blades. If this examination reveals a
problem, or if the Engineer wishes to test the quality of the concrete, slump tests may be
performed with samples taken at approximately the 1/4 and 3/4 points as the batch is discharged.
The maximum allowable slump difference shall be as follows:
If the avemge of the two slump tests is <4 inches, the difference shall be <1 inch or if the
average of the two slump tests is >4 inches, the difference shall be <1 1/2 inches.
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If the slump difference exceeds these limits, the equipment shall not be used until the faulty
condition is corrected. However, the equipment may continue in use if longer mixing times or
smaller loads produce batches that pass the slump uniformity tests.
All concrete production facilities ,will be subject to verification inspections at the discretion of the
Engineer. Verification inspections are a check for: current scale certifications; accumcy of water
metering devices; accuracy of the batching process; and verification of coarse aggregate quality for
Contractor-provided mix designs.
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CR09SJ
Chlmacum Road Improvllments
18
Schedulll A
Road Improv,ment.r
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If the concrete producer batch plant or delivery equipment fails to pass the verification inspection,
the following actions will be taken:
1. For the first violation, a written warning will be provided.
2. For the second violation, the Engineer will give written notification and the State wilI
accept the concrete with a price reduction equal to 15 percent of the invoice cost of the
concrete that is supplied from the point of the infraction until the deficient condition is
corrected.
3. For the third violation, the concrete supplier is suspended from providing concrete until
all such deficiencies causing the violation have been permanently corrected and the plant
and equipment have been reinspected and meets all the prequalification requirements.
4. For the fourth violation, the concrete supplier shall be disqualified from supplying
concrete for one year from the date of disqualification. At the end of the suspension
period the concrete supplier may request that the facilities be inspected for
prequalification.
6-02.3(4)B Hand Mixing
The Contractor shall not hand mix concrete except in emergencies and then only with written
permission from the Engineer. Hand mixing is never permitted for concrete to be placed in water.
~
If the Engineer permits, hand mixing shall be done on a watertight platform in a way that
distributes materials evenly throughout the mass. Mixing shall continue long enough to produce a
uniform mixture. No hand mixed batch shall exceed 1/2 cubic yard.
.....
6-02.3(4)C Consistency
The maximum slump for concrete shall be:
1. 3.5 inches for vibrated concrete placed in all bridge roadway slabs, bridge approach
slabs, and flat slab bridge superstructures.
2. 4.5 inches for all other vibmted concrete.
"
3. 7 inches for non-vibrated concrete. (Includes Class 4000P)
)
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When a high range water reducer is used, the maximum slump listed above may be increased an
additional 2 inches while the concrete is affected by the admixture.
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Chlmacum Road Imprwllm."U
ScluJdulll A
Road Improvem,nts
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dg\ 4 The batch of concrete shall be discharged at the project site no more than 1.5 hours after the
0' 5 cement is added to the concrete mixture. The time to discharge may be extended to 1.75 hours if
en , [
f3 ~i 6 the temperature of the concrete being placed is less than 75F. With the approval of the Engineer
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en LL. : 7 and as long as the temperature of the concrete being placed is below 75F, the maximum time to
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:E ~I r 8 discharge may be extended to two hours. When conditions are such that the concrete may
c?::d. 9 experience an accelerated initial set, the Engineer may require a shorter time to discharge.
u.. <C! 10
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z 1-, [ 14 the Contractor assumes responsibility for compressive strength.
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UtIC,; 16 6-02.3(S) Acceptance of Concrete
82/ [ 17 6-02.3(S)A General
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.. Zj 20 finished ground line, or as adjusted by the appropriate price adjustment for air content deviation
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24 Commercial concrete will be accepted based on conformance to the requirements for temperature, ......
[ 25 air content for concrete placed above finished ground line, slump, or as adjusted by the appropriate
26 price adjustment for air content deviation and slump deviation, and the specified compressive
27 strength at 28 days as tested and determined by the Contracting Agency.
I 28
29 Concrete made in accordance with a Contmcting Agency-provided mix design will be accepted
30 based on conformance to the specified requirements for proportioning, temperature, air content for
I 31 concrete placed above finished ground line, slump, or as adjusted by the appropriate price
32 adjustment for air content deviation and slump deviation, and 28 day compressive strengths.
I 33
I 34 6-02.3(S)8 Certification of Compliance
0 35 Cement Producer, Type, and Mill Test No. (The mill test number as required by Section 9-01.3 is
36 the basis for acceptance of cement.) )
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37 /
38 Tb(: concrete producer shall provide a Certificate of Compliance for each truckload of concrete.
I 39 The Certificate of Compliance shall verify that the delivered concrete ,is in compliance with the
40 mix design and shall include: I'
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I 42 Manufacturer Plant (Batching Facility)
,.; 43 Contracting Agency Contract No. \....
44 Date
I 45 Time Batched
CR09J3 20 Schedule If
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Truck No.
Initial Revolution Counter Reading
Quantity (Quantity batched this load)
Type of concrete by class and producer design mix number
Cement Producer, Type, and Mill Test No. (The mill test number as required by Section 9-01.3
is the basis for acceptance of cement.)
A copy. of the applicable cement mill certification shall accompany the certification of
compliance with the first load of concrete using the cement from the identified shipment.
Fly Ash (if used) Brand and Type
Approved aggregate gradation designation
Mix Design weights per cubic yard and actual batched weights for:
Cement
Fly Ash (if used)
Coarse Concrete Aggregate and moisture content (each size)
Fine Concrete Aggregate and moisture content
Water (including free moisture in aggregates)
Admixtures brand, quantity per/100 wt., and total quantity batched
Air-Entraining Admixture
Water Reducing :Admixture
Other Admixture
The Certificate of Compliance shall be signed by a responsible representative of the concrete
producer, other than the driver, affirming the accuracy of the information provided. In lieu of
providing a machine produced record containing all of the above information, the concrete
producer may use the Contracting Agency-provided printed forms, which shall be completed for
each load of concrete delivered to the project.
:--.
6-02.3(5)C Conformance to Mix Design
Aggregate weights shall conform within plus or minus 2 percent of the mix design weights.
Cementitious material weight shall conform within plus or ,minus 1 percent of the mix design
weight, Water measured by volume or weight shall not exceed the mix design amount by more
than 1.5 percent.
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All weights shall conform to the mix design weights or as modified in accordance with Section 6-
02.3(2)C.
6-02.3(5)D Test Metbods
Acceptance testing will be performed by the Contracting Agency in accordance with WSDOT
Standard Test Methods as set forth in the WSDOT Labomtory Manual. WSDOT Standard Test
Methods to be used with this specification are:
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803 Method of Sampling Fresh Concrete
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Chlmacum Road ImprOWlmenll
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ScluJdule A
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23
24
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26
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28
29
30
31
32
33
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35
36
37
38
39
40
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804 Method of Test for Slump of Portland Cement Concrete
80S Method of Test for Determination of percent of Entrained Air in Portland Cement
Concrete
806 Method of Test for Weight Per Cubic Foot and Cement Factor of Concrete
809 Method of Making, Handling, and Storing Concrete Compressive Test Specimens in
the Field
811 Method of Capping Cylindrical Concrete Specimens
The Contractor may observe any of the sampling and testing performed by the Engineer. If the
Contractor observes a deviation from the specified sampling or testing procedures, the Contractor
shall verbally describe the deviations observed to the Engineer or designated representative
immediately, and shall confirm these observed deviations in writing to the Engineer within 24
hours. The Engineer will respond in writing within three working days of the receipt of the
Contractor's written communication.
6-02.3(S)E Point of Acceptance
Determination of concrete properties for acceptance will be made based on samples taken as
follows:
Bridge decks, overlays, and barriers at the discharge of the placement system.
All other placements at the truck discharge.
It shall be the Contractor's responsibility to provide adequate alld representative samples of the
fresh concrete to a location designated by the Engineer for the testing of concrete properties and
making of cylinder specimens. Samples shall be provided as directed in Sections 1-06.1 and 1-
06.2.
''"
6-02.3(5)F Water/Cement Ratio Conformance
The actual water cement ratio shall be determined from the certified proportions of the mix,
adjusting for on the job additions. No water may be added after acceptance testing or after
placement has begun, except for concrete used in slip forming. For slip-formed concrete, water
may be added during placement but shall not exceed the maximum water cement ratio in the mix
design, and shall meet the requirements for consistency as described in Section 6 02.3(4)C. If
water is added, an air a.,d tempemture test shall be taken prior to resuming placement to ensure
that specification conformance has been maintained.
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6-02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air
Content
Concretepropertics shall be determined from concrete as delivered to the project and as accepted
by the Contractor for placement. The Contracting Agency will test for acceptance of concrete for
slump, tempemture, and air content, if applicable, as follows:
I-
Sampling and testing will be performed before concrete placement from the first u'Uck load.
Concrete shall not be placed until tests for slump, temperature, and entrained air (if applicable)
.......'
CR09J3
Chlmacum Road ImprOl'e",cnt.,
22
Schedule A
Rood ImprOll,ments
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have been completed by the Engineer and the results indicate that the concrete is within
acceptable limits. Except for the first load of concrete, up to 1/2 cubic yard may be placed
prior to testing for acceptance. Sampling and testing will continue for each load until two
successive loads meet all applicable acceptance test requirements. After two successive tests
indicating that the concrete is within specified limits, the sampling and testing frequency may
decrease to one for every five truck loads. Loads to be sampled will be selected in accordance
with the random selection process as outlined in WSDOT Test Method 803 Section 4.
When the results for any subsequent acceptance test indicates that the concrete as delivered
and approved by the Contractor for placement does not conform to the specified limits the
sampling and testing frequency will be resumed for each truck load. Whenever two successive
subsequent tests indicate that the concrete is within the specified limits, random sampling and
testing frequency at one for every five truck loads may resume.
Sampling and testing for a placement of one class of concrete consisting of SO cubic yards or
less will be as listed above, except:
Sampling and testing will continue until one load meets all of the applicable acceptance
requirements, and
After one set of tests indicate that the concrete is within specified limits, the remaining
concrete to be placed may be accepted by visual inspection.
6-02.3(S)H Sampling and Testing for Compressive Strength
CONTRACTOR PROVIDED MIX DESIGN
Acceptance testing for compressive strength for concrete produced in accordance with a
Contractor-provided mix design or Commercial concrete shall be conducted at the same frequency
as the acceptance tests for temperature, consistency, and air content.
CONTRACTING AGENCY PROVIDED MIX DESIGN
For concrete produced in accordance with a Contracting Agency-provided mix design,
compressive strength tests specimens shall be made at a frequency of approximately every five
truck loads unless the Contractor elects to place this concrete as part of the minor deviation
material allowed in Section 6-02.3(5)1. Specimens for acceptance of compressive strength of
deviant material shall be made at the same frequency os for Contractor provided mixes. Specimens
for compressive strength testing shall only be made from concrete that is accepted for placement.
6-02.3(5)1 Limited Acceptance 01 DevlaDt Material
A limited number of loads of Ready-Mix concrete may be accepted having minor deviations from
the Specification limits with an appropriate price adjustment. Placement of 10 loads or less may
not include more than 3 loads with minor deviations. Placements involving more than 10 loads
shall not have more than I additional load within these limits for each additional 5 loads, or
fractions thereof. A placement shall consist of all concrete of Q given strength class placed during a
24 hour day.
CR09SJ
Chlmacum Road Improvem~nts
23
Schcdulll A
Road Improvllmllnts
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42
43
44
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All concrete whose slump and/or air content if applicable deviates more than the allowed minor
amount and all loads in cxcess of the permissible number per placement will be rejected and shall
be removed if placed before testing is complete.
6-02.3(S)J Minor Deviations (Optional Placement with Price Adjustment)
Within the above slated number ofloads, concrete which exceeds the maximum slump by 1/2 inch
or less, or which exceeds or is below the applicable air content by 1/2 percent or less will be
rejected unless the Contractor elects to place this concrete with a price adjustment. If the
Contractor elects to place this concrete, the price adjustment for slump and lor air content
deviation shall be calculated in accordance with the price adjustment calculation specified below.
Price Adjustment = U.P.[I/2 (I-P.F.)]V
where P.F.
U.P.
pay factor tabulated below
unit contmct price per cubic yard for the
class of concrete involved
cubic yard volume of concrete in the
tested load based on the certificate
of compliance or as estimated for a
partial load
v
Where these specifications designate the payment for the concrete on other than a per cubic yard
basis, the unit contract price (U.P.) of concrete shall be taken as $300 per cubic yard for concrete
Class 4000 and higher and $160 per cubic yard for concrete Class 3000 and commercial concrete.
;,-
Pay factors for adjusting the concrete price for acceptance due to air content deviation and excess
slump are:
PAY FACTORS
Pay Maximum Slump Pay
Factor Exceeded by
0.98 1/4"
0.96 1/2"
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Deviations From
Specified % Air
Up to 0.3%
0.3 - 0.5%
Factor
0.98
0.96
'-
· All concrete with an air content less than 4% shall be rejected.
If deviations occur in the air content and slump within the same testing frequency quantity, the pay
factor shall be the product of the individual pay factors. The following table lists the product of
pay factors to be used:
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0.98 X 0.98 .. 0.96
0.98 X 0.96" 0.94
0.96 X 0.96 .. 0.92
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Chimacum Road ImprOW1mllnll
24
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26
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30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
6-02.3(S)K Rejecting Concrete
Rejection by Contractor - The Contractor may, prior to sampling, elect to remove any defective
material and replace it with new material at the Contractor's expense. Any such new material will
be sampled, tested, and evaluated for acceptance.
Rejection Without Testing - The Engineer, prior to sampling, may reject any batch or load of
concrete that appears defective in composition; such as cement content or aggregate proportions.
Rejected material shall not be incorporated in the structure.
6-02.3(S)L Concrete With Non-Colllforming Strength (Contractor Design or Commercial)
Concrete produced in accordance with a Contractor-provided mix design or Commercial Concrete
with a compressive strength (fc) which fails to meet the specified minimum compressive strength
at 28 days (f' c) shall be evaluated for acceptance as follows:
1. If (f' c - fc) is less than 60 psi, the concrete will be accepted as being in conformance
and no payment adjustment shall apply.
2. If the (f' c - fc) value is between 60 and 500 psi, the Engineer will:
a. Require corrective action at the Contractor's expense; or
b. Accept the concrete with a calculated payment adjustment.
3. If the (f' c - fc) value is greater than 500 psi, the Engineer will:
,
'.....
a. Require the complete removal and replacement with concrete meeting the
specifications at the Contractor's expense; or
b. Require corrective action at the Contmctor's expense; or
c. Accept the concrete where the finished product is found to be acceptable for the
intended purpose, with a calculated payment adjustment.
Where found acceptable without corrective action, the quantity of concrete represented by an
acceptance test that fails to meet the specified compressive strength will be subject to the
fOllowing payment adjustment.
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Payment Adjustment - [0.0005 (f' c. fc) U.P.]Q
where C' c - Specified minimum compressive strength at
28 days.
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Compressive strength at 28 days as
determined by WSDOT Test Methods.
Unit contract price per cubic yard for the
cla.qs of concrete Involved.
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Q Quantity of concrete represented by an
acceptance test based on the required
frequency of testing.
Where these Specifications designate payment for the concrete on other than a per cubic yard
basis, the unit contract price of concrete shall be taken as $300 per cubic yard for concrete Class
4000, 5000, and 6000. For concrete Class 3000 and commercial concrete, the unit contract price
for concrete shall be $160 per cubic yard.
6-02.3(5)M Concrete With Non-Confoi'Dling Strength (Contracting Agency Provided)
Contracting Agency-provided mix design concrete placed in conformance with the specifications
which fails to meet the specified 28 day compressive strength (f I c) will be evaluated by the
Engineer for acceptance.
The Engineer and the Contractor shall review all the production records, the concrete producer's
certificates of compliance, test rec;ords, field notes, and the placement records for the concrete in
question. If the review confirms that the concrete as produced and placed conforms to the specified
requirements, the Contracting Agency will accept the concrete. If, however, the review indicates
that the concrete was not produced within the specified requirements and/or was not placed in
accordance with the specifications, the concrete in question will be evaluated as concrete with non-
conforming strength in accordance with Section 6-02.3(5)L. The Contractor has the opportunity to
supply additional information related to the actual 28 day compressive strength.
6-02.3(6) Placing Concrete
The Contractor shall not place concrete:
1
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I. On frozen or ice-coated ground or subgrade;
2. Against or on ice-coated forms, reinforcing steel, structural steel, conduits, precast
members, or construction joints;
3. Under rainy conditions; placing of concrete shall be stopped before the quantity of
surface water is sufficient to affect,or damage surface mortar quality or cause a flow or
wash of the concrete surfacej
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4. In any foundation until the Engineer has approved its depth and character;
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or strength.
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I When a foundation excavation contains water, the' Contractor shall pump it dry before placing
2 concrete. If this is impossible, an underwater concrete seal shall be placed that complies with
3 Section 6-02.3(6)B. This seal shall be thick enough to resist any uplift.
4
5 All foundations and forms shall be moistened with water just before the concrete is placed. Any
6 standing water on the foundation or in the form shall be removed.
7
8 The Contractor shall place concrete in the forms as soon as possible after mixing. The concrete
9 shall always be plastic and workable. For this reason, the Engineer may reduce the time to
10 discharge even further. Concrete placement shall be continuous, with no interruption longer than
II 30 minutes between adjoining layers unless the Engineer approves a longer time. Each layer shall
12 be placed and consolidated before the preceding layer takes initial set. After initial set, the forms
13 shall not be jarred, and projecting ends of reinforcing bars shall not be disturbed.
14
15 In girders or wt'Jls, concrete shall be placed in continuous, horizontal layers 1.5 to 2 feet deep.
16 Compaction shall leave no line of separation between layers. In each part of a form, the concrete
17 shall be deposited as near its final position as possible.
18
19 Any method for placing and consolidating shall not segregate aggregates or displace reinforcing
20 steel. Any method shall leave a compact, dense, and impervious concrete with smooth faces on
21 exposed surfaces. Plastering is not permitted. Any section of defective concrete shall be removed
22 at the Contractor's expense.
23
24 To prevent aggregates from separating, the length of any conveyor belt used to transport concrete
25 shall not exceed 300 feet. If the mix needs protection from sun or rain, the Contractor shall cover
26 the belt. When concrete pumps are used for placement, the opemtor(s) shall be certified by the
27 American Concrete Pumping Association for the type of equipment and class of concrete to be
28 placed. Prior to use on the first placement of each day a Contractor's representative shall visually
29 inspect the pumps water chamber for water leakage. No pump shall be used that allows free water
30 to flow past the piston.
31
32 If a concrete pump is used as the placing system, the pump priming slurry shall be discarded
33 before placement. Initial acceptance testing may be delayed until the pump priming slurry has
34 been eliminated from the concrete being pumped. Eliminating the priming slurry from the concrete
35 may 1'Iequire that several cubic yards of concrete are discharged through the pumping systcm and
36 discl.U'ded. Use of a concrete pump requires a reserve pump (or other backup equipment) at the site
37 to prevent missed deadlines from breakdowns.
38
39' If the concrete will drop more than 5 feet, it shall be deposited through B sheet metal (or other
40 approved) conduit. If the form slopes, the concrete shall be lowered through approved conduit to
41 keep it from sliding down one side of the form. No aluminum conduits or tremies shall be used to
42 pump or place concrete.
43
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Before placing concrete for roadway slabs on steel spans, the Contractor shall release the
falsework under the bridge and let the span swing free on its supports. Concrete in flat slab bridges
shall be placed in one continuous operation for each span or series of continuous spans.
Concrete for roadway slabs and the stems of T-beams or box-girders shall be placed in separate
operations if the stem of the beam or girder is more than 3 feet deep. First the beam or girder stem
shall be filled to the bottom of the slab fillets. Roadway slab concrete shall not be placed until
enough time has passed to permit the earlier concrete to shrink (at least 12 hours). If stem depth is
3 feet or less, the Contractor may place concrete in one continuous opemtion if the Engineer
approves.
Between expansion or construction joints, concrete in beams, girders, roadway slabs, piers,
columns, walls, and traffic and pedestrian barriers, etc., shall be placed in a continuous opemtion.
No traffic or pedestrian barrier shall be placed until after the roadway slabs are complete for the
entire structure. No concrete barriers shall be placed until the falsework has been released and the
span supports itself. No barrier, curb, or sidewalk shall be placed on steel or prestressed concrete
girder bridges until the roadway slab reaches a compressive strength of at least 3,000 psi.
The Contractor may construct traffic and pedestrian barriers by the slipform method. However, the
barrier may not deviate more than I/4 inch when measured by a 10 foot straightedge held
longitudinally on the front face, back face, and top surface. Electrical conduit within the barrier
shall be constructed in accordance with the requirements of Section 8-20.3(5).
When placing concrete in arch rings, the Contractor shall ensure that the load on the falsework
remains symmetrical and uniform.
i......
Unless the Engineer approves otherwise, arch ribs in open spandrel arches shall be placed in
sections. Small key sections between large sections shall be filled after the large sections have
shrunk.
6-D2.3(6)A Weather and Temperature Limits to Protect Concrete
HOT WEATHER PROTECTION
The Contractor shall provide concrete within the specified temperature limits by:
i.
1. Shading or cooling aggregate piles (sprinkling these piles with water is not allowed)
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2. Refrigerating mixing water; or replacing all or part of the mixing water with crushed ice,
provided the ice is completely melted by placing time.
If the concrete would probably exceed 90F using normal methods, the Engineer may require
approved temperature-reduction measures be taken before the placement begins.
If air temperature exceeds 90F, the Contractor shall use water spray or other approved methods to
cool all concrete-contact surfaces to less than 90F. These surfaces include forms, reinforcing steel,
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steel beam flanges, and any others that touch the mix. The Contractor shall reduce the time
between mixing and placing to a minimum and shall not permit mixer trucks to remain in the sun
while waiting to discharge concrete. Chutes, conveyors, and pump lines shall be shaded.
Ifbridge roadway slabs are placed while air temperature exceeds 90F, the Contractor shall:
I. Cover the top layer of reinforcing steel with clean, wet burlap immediately before
concrete placement;
2. Sprinkle cool water on the forms and reinforcing steel just before the placement if tlle
Engineer requires it;
3. Finish the concrete slab without delay; and
4. Provide at the site water-fogging equipment to' be used if needed after finishing to
prevent plastic cracks.
If the evaporation rate at the concreting site is 0.20 pounds per square foot of surface per hour or
more (determined from Table 6-02.3(6)), the Contractor shall surround the fresh concrete with an
enclosure. This enclosure will protect the concrete from wind blowing across its surface until the
curing compound is applied. If casting deck concrete that is 80F or hotter, the Contractor shall
install approved equipment at the site to show relative humidity and wind velocity.
COLD WEATHER PROTECTION
The Contractor shall provide a written procedure for cold weather concreting to the Engineer for
review and approval. Permission given by the Engineer to place concrete during cold weather will
in no way ensure acceptance of the work by the Contracting Agency. Should the concrete placed
under such conditions prove unsatisfactory in any way, the Engineer shall still have the right to
reject the work although the plan and the work was carried out with the Engineer's permission.
.....
The Engineer may require the Contractor to provide and maintain a recording thermometer near
the concreting site. During freezing or near-freezing weather, data from this thermometer shall be
readily available to the Engineer.
The Contractor shall not mix nor place concrete while the air tempemture is below 35F, unless the
water or aggregates (or both) arc heated to at least 70F. The aggregate shall not exceed 150F. If the
water is heated to more than l50F, it shall be mixed with the aggregates before the cement is
added. Any equipment and methods shall heat the materials evenly.
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The Contractor may warm stockpiled aggregates with dry heat or steam, but not by applying flame
directly or under sheet metal. If the aggregates are in bins, steam or water colis or other heating
methods may be used if aggregate quality is not affected. Live steam heating is not Permitted on or
through aggregates in bins. If using dry heat, the Contmctor shall increase mixing time enoug\1 to
permit the super-dry aggregates to absorb moisture.
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Any concrete placed in air temperatures below 35F shall be immediately surrounded with a heated
enclosure. Air temperature within the enclosure shall be maintained between 50F and 90F, and the
relative humidity shall be above 80 percent. These conditions shall be maintained for a rrinimum
of seven days or for the cure period required by Section 6 02.3(11), whichever is longer. The
Contractor shall stop adding moisture 24 hours before removing the heat. Extra protection shall be
provided for areas especially vulnerable to freezing (such as exposed top surfaces, comers and
edges, thin sections, and concrete placed into steel forms).
If weather forecasts predict air temperatures below 35F during the seven days just after the
concrete placement, the Contractor may place the concrete only if it is protected with a heated
enclosure.
6-02.3(6)B Placing Concrete in Foundation Seals
If the Plans require a concrete seal, the Contractor shall place the concrete underwater inside a
watertight cofferdam, tube, or caisson. Seal concrete shall be placed in a compact mass in still
water. It shall remain undisturbed and in still water until fully set. While seal concrete is being
deposited, water elevation inside and outside the cofferdam shall remain equal to prevent any flow
through the seal in either direction. The cofferdam shall be vented at the vent elevation shown in
the Plans. The thickness of the seal is based upon this vent elevation.
The seal shall be at least 18 inches thick unless the Plans show otherwise. The Engineer may
change the seal thickness during construction which may require redesign of the footing and the
pier shaft or column. Although seal thickness changes may result in the use of more or less
concrete, reinforcing steel, and excavation, payment will remain as originally defined in unit
contract prices.
--
To place seal concrete underwater, the Contractor shall use a concrete pump or tremie. The tremie
shall have a hopper at the top that empties into a watertight tube at least 10 inches in diameter. The
discharge end of the tube on the trernie or concrete pump shall include a device to seal out water
while the tube is first filled with concrete. Tube supports shall permit the discharge end to move
freely across the entire work area and to drop rapidly to slow or stop the flow. One tremie may be
used to concrete an area up to 18 feet per side. Each additional area of this size requires one
additional tremie.
Throughout the underwater concrete placement operation, the discharge end of the tube shall
remain submerged in the concrete and the tube shall always contain enough concrete to prevent
water from entering. The conerete placement shall be continuous until the work is completed,
resulting in a seamless, uniform seal. If the concreting opemtion is interrupted, the Engineer may
require the Contractor to prove by core drilling or other tests that the seal contains no voids or
horizontal joints. If testing reveals voids or joints, the Contractor shall repair them or replace the
seal at no expense to the Contracting Agency.
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Concrete Class 4000W shall be used for seals, and it shall meet the consistency requirements of
Section 6-02.3(4)C.
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CR09J3
Chlmacum Road ImprovlIMflnlS
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6-o2.3(6)C Dewatering Concrete Seals and Foundations
After a concrete seal is constructed, the Contractor shall pump the water out of the cofferdam and
place the rest of the concrete in the dry. This pumping shall not begin until the seal has set enough
to withstand the hydrostatic pressure normally at least three days for gravity seals and at least ten
days for seals containing piling. The Engineer may extend these waiting periods to ensure
structural safety or to meet a condition of the operating permit.
If weighted cribs are used to resist hydrostatic pressure at the bottom of the seal, the Contractor
shall anchor them to the foundation seal. Any method used (such as dowels or keys) shall transfer
the entire weight of the crib to the seal.
No pumping shall be done during or for 24 hours after concrete placement unless done from a
suitable sump separated from the concrete work by a watertight wall. Pumping shall be done in a
way that rules out any chance of concrete being carried away.
6-o2.3(6)D Vacant
6-02.3(10) Roadway Slabs
The last sentence of the eighteenth paragraph is revised to read:
An acceptable surface shall be one free from deviations of more than 1/8-inch under the 10-
foot straightedge.
6-02.3(11) Curing Concrete
The first paragmph is revised to read:
'--
After placement, concrete surfaces shall be cured as follows:
1. Slabs (roadway, except those using Class 4000D and 4000DLS; sidewalks; culvert
tops; roofs; .and cover tunnels) - curing compound covered by white, reflective type
sheeting or continuous wet curing.
2. Roadway slabs using concrete Class 4000D and 4000DLS - continuous wet cure with
heavy quilted blankets or burlap only, for 14 days.
'-
3. Retaining walls and sidewalks and floors of culverts - continuous moisture for at least
ten days.
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4. All other concrete surfaces (except traffic barriers and rail bllSes) - continuous moisture
for at least three days.
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Runoff water shall be collected and disposed of in accordance with all applicable
regulations. In no case shall runoff water be allowed to enter any lakes, streams, or other
surface waters.
The following paragraph is added after the second paragraph:
Wet curing roadway slabs with heavy quilted blankets or burlap, shall consist of a fog or
mist spmy covering the entire concrete surface before the bleed water has evaporated. As
soon as the concrete has achieved initial set, the surface shall be covered with presoaked
heavy quilted blankets or burlap.
The first sentence of the third pamgraph is revised to read:
When using curing compound, the Contractor shall apply two coats (that complies with
Section 9-23.2) to the fresh concrete.
The first sentence of the fourth paragraph is revised to read:
Unless the Plans call for an asphalt overlay, the Contractor shall use white pigmented
curing compound (Type 2), agitating it thoroughly just before and during application.
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The seventh paragraph is revised to read:
If the Plans call for an asphalt overlay, the Contractor shall use the clear curing compound
(Type ID), applying at least I gallon per ISO square feet to the concrete slab.
6-02.3(16) Plans For Falsework and Formwork
The fU'St sentence of the thirteenth paragraph is revised to read:
A State of Washington Professional Engineer, licensed under Title 18 RCW, State of
Washington, in the branch of Civil or Structural Engineering may be retained to check, review,
and certify falsework and formwork plans and calculations of an individual who is licensed in
another state provided that the following conditions are satisfied:
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6-02.3(I7)B Allowable Design Stresses and Deflections
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revised to read
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6-02.3(17)J Face Lumber, Studs, Wales, aDd Metal Forms
The 18th paragraph is revised to read:
CR09J3
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All comers shall be beveled 3/4 inch. However, traffic barrier, footings, footing pedestals, and
seals need not be beveled unless the Plans require it.
6-02.3(20) Grout for Anchor Bolts and Bridge Bearings
In the first paragraph, "Type II" is revised to read "Type I or II".
In the second paragraph, "4,000 psi @ 3 days" is revised to read "4,000 psi @ 7 days".
In the fifth paragraph, "Type II" is revised to read "Type I or II".
The second sentence in the seventh paragraph is revised to read:
The grout pad shall be cured as recommended by the manufacturer or kept continuously wet
with water for three days.
6-02.3(24)C Placing and Fastening
The sixth paragraph is revised to read:
Mortar blocks (or other approved devices) shall be used to maintain the concrete coverage
required by the Plans. The Mortar blocks shall;
I. Have a bearing surface measuring not greater than 2 inches in either dimension, and
2.
Have a compressive strength equal to that of the concrete in which they are
embedded.
'-~
The following paragraph is added after the 13th paragraph:
Reinforcing steel bars shall not vary more than the following tolerances from their position
shown in the Plans:
Members 10 inches or less in thickness
Members more than 10 inches in thickness
Except:
The distance between the nearest reinforcing
steel bar surface and the top surface of the
roadway deck slab
Longitudinal spacing of bends and ends of
bars
Length of bar laps
Embedded length
No.3 through No. II
No. 14 through No. 18
When reinforcing steel bars are to be placed
at equal spacing within a plane:
:I: 1/4 in.
:1:3/8 in.
+1/4 in.
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-1 1/2 in.
'I' 0
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Stirrups and ties
All other reinforcement
:1:1 in.
:1:1 bar dia,
6-02.3(25)B Casting
The last sentence of the second paragraph is deleted.
The following paragraph is added after the second paragraph:
Slump shall not exceed 4 inches for normal concrete nor 7 inches with the use of a high range
water reducing admixture. The high range water reducer shall meet the requirements of
Section 6-02.3(3) and Section 6-02.3(3)0. When the slump exceeds the maximum slump
specified, the acceptability of the concrete shall be subject to the provisions of Section 6-
02.3(5). The Unit Price (V.P.) of the concrete for precast prestressed members shall be taken
as $600 per cubic yard for calculation of the pay adjustment.
In the last sentence of the third paragmph, the Section reference is revised to read:
Section 6-02.3(4)E
6-02.3(25)K Girder DeOection
This section is revised to read:
The Contractor shall check and record the vertical deflection (camber) of each girder upon
removal of the girder from the casting bed. If the girder remains in storage for a period
exceeding 120 days, the Contractor shall check and record the vertical deflection (camber)
within a two week period prior to shipment, but no less than three days prior to shipment. The
Contractor shall perform and record each check at a time when the alignment of the girder is
not influenced by temporary differences in surface temperature. These records shall be
available for the Engineer's inspection, and in the case of girders older than 120 days, shall be
transmitted to the Engineer as soon as practical for evaluation of the effect of long term storage
on the "0" dimension. These records shall also be included in the Contractor's Prestressed
Concrete Certificate of Compliance
',-
The "0" dimensions shown in the Plans, are computed girder deflections at midspan based on a
time elapse of 120 days after release of the prestressing strands. A Positive (+) "0" dimension
indicates upward deflection.
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The Contractor shall control the deflection of prestressed concrete girders that are to receive a
cast-in-place slab by scheduling fabrication within 120 days of girder erection. If it is
anticipated that the girders will be older than 120 days at the time of erection, the Contractor
shall submit calculations to the Engineer showing the estimated girder deflection at midspan at
the age anticipated for erection. This submittal shall also include the Contractor's proposal fol'
accommodating any excess camber in the construction. The Contractor shall not proceed with
girder fabrication until this submittal is approved by the Engineer. The actual girder deflection
I-
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CROSl$3
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at the midspan may vary from the "D" dimension at the time of slab forming by a maximum of
plus 1/2 -inch for girder lengths up to 80 feet, and plus I-inch for girder lengths over 80 feet.
All costs, including any additional Contracting Agency engineering expenses, in connection
with accommodating excess girder deflection shall be at the Contmctor's expense.
6-02.3(26)A Shop Drawings
The second sentence of the ninth paragraph is revised to read:
These shall be clear, suitable for microfilming, and on permanent sheets that measure 22 by 34
inches or 24 by 36 inches.
6-02.3(26)F Grouting
In the fourth pamgraph, "Type II" is revised to "Type I or II".
6-02.5 Payment
In the p8l'8gI'8ph following No.9, the Section reference is revised to read:
Section 6-02.3(5)L
In the paragraph following No. 10, the Section reference is revised to read:
Section 6-02.3(5)J
SECTION 7-04, STORM SEWERS
August 8, 1994
7-04.2 Materials
The first pamgraph is supplemented with the following:
Thermoplastic Storm Sewer Pipe
9-05.19
7-04.5 Payment
This section is supplemented with the following:
10. "Thermoplastic Storm Sewer Pipe _In. Diam.", per linear foot.
SECTION 8-01 EROSION CONTROL
May 23, 1994
8-01.3(4)A Seeding
The third paragmph is supplemented with the following:
When seeding by hand, the seed shall be Incorporated into the top 1/4 inch of soil by hand
raking or other method that is approved by the Engineer.
CR09J3 3S Schedule A
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SECTION 8-10 GUIDE POSTS
August 8, 1994
8-10.3 Construction RlIlCIuirements
The first sentence of the second paragmph is revised to read:
Guide posts shall be of such length as to provide a height of 48 inches, plus or minus 3 inches,
above the nearest edge of traveled pavement surface and to maintain an 18 to 24 inch burial
depth.
SECTION 8-21 PERMANENT SIGNING
March 6, 1995
8-21.3(9)C Timber !Posts
The section reference is revised to read "9-28.14(1)".
8-21.3(9)D Aluminum Stmctures
The section reference is revised to read "9-28.14(3)".
8-21.3(10)A Sip Lighting Luminaires
The second paragmph is revised to read:
The sign lighting luminaire shall be supported by a lighting bracket assembly as detailed in the
Plans. If the sign structure includes a maintenance walkway, the luminaire fixture mounting
plate shall be bolted to the walkway grating.
.....
SECTION 9-02 BITUMINOUS MATERIALS
April 24, 1995
9-02.1(4) Paving Asphalt
This section number is revised to read:
9-02.1(4)A Paving Asphalt
The following is inserted prior to Section 9-02. I (4)A:
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9-02.1(4)B Modified Paving Asphalt
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Specification Requirements
PBA-6 PBA-60R
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RTFO Aged Resldue2 T-49
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PBA-6GR shall contain not less than 10 percent by weight of total material of powdered
rubber meeting the requirements described below for sieve analysis and chemical
properties.
Sieve Analysis (U.S. Standard Screens)
Sieve Size
#60
#80
#100
#200
Percent Passing
99-100
89-100
74-90
24-90
Chemical Properties
Acetone Extract (ASTM D 297)
Ash (ASTM D 297B)
Carbon Black (ASTM D 297B)
Rubber Hydrocarbon (by difference
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Moisture Content
%max.
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2. "RTFO Aged Residue" means the asphaltic residue obtained u~ing the ~olling Thin-
Film Oven Test (RTFO Test), AASHTO T 240 or ASTM D 2872.
3. The Absolute Viscosity (140F) ofPBA-6 and PBA-7 will be determined at I see-I
using ASTM P 159 (Vol. 4.03, 1985) with Asphalt Institute Vacuum Capillary
Viscometers.
9-02.2(1) Notice orSblpment
This section is revised in its entirety to read:
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u8, 5 include a statement certifYing specification compliance for the product shipped. Failure to
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!2151 7 following infonnation is required on the Bill of Lading:
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23 IS Refiner's location
24 /
25 The Bill of Lading shall be supplied at the time of shipment of each truck load, truck and ,~
I 26 trailer, or other lot of asphalt. In addition to the copies the Contractor requires, one copy of the
27 Bill of Lading including the Certification Statement shall be sent with the shipment for agency
I 28 use and one copy sent on a weekly basis to the Olympia Service Center Materials Laboratory,
29 P.O. Box 167, Olympia, WA 98507-0167.
30 \...-..
I 31
32 SECTION 9-03 AGGREGATES
33 February 13, 1995
I 34
35 9-03.1(4)C Grading i.
I 36 The third sentence of the fourth pamgraph is revised to read:
37
38 Coarse aggregate shall contain no piece of greater size than two times the maximum sieve size
I 39 for the specified grading measured along the line of greatest dirri(''I1Sion. I." ~\.
40 I- y'-
. 41 9-03.11 Recycled Concrete Rubble 0 0
I 42 The title of this section is revised to read:
\: 43 \"..
44 9-O3.ll Recycled Portland Cement Concrete Rubble
I 45 References to recycled concrete in the first, second, and sixth paragraphs are revised to read:
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:E ~ I I 8 particles retained on all screens 1/4 inch and above.
c2 :::;! 9 9-63.15 Bedding Material for Rigid Pipe
u..<1 10 The second paragraph is revised to read:
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UJ UJI [- 14 The material shall have a maximum dimension of 1 1/2 inches.
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U~: 16 9-03.21 Recycled Material
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Z \~ 23 One hundred percent of the glass shall pass a 3/4 inch square sieve and not more than 5 percent
24 by mass shall pass a U.S. No. 200 sieve. Sieve analysis shall be conducted according to ',,-
I 25 WSDOT Test Method 103-C on at least a quarterly basis by the product supplier. All test
26 results shall be kept on file by the product supplier.
27
I 28 The maximum debris level shall be 10 percent. Debris is defined as any deleterious material
29 which impacts the performance of the engineered fill and includes all non-glass constituents of
30 the glass feed stock. The percentage of debris in cullet shall be quantified using the following
I 31 visual method. Approximately 200 grams of processed cullet sMJI be placed in a flat pan or
32 plate. The percentage of debris shall be'estimated using AOI Data Sheets 15.1 and 15.2
33 "Comparison Charts for. Estimati.ng Percentage Composition", by the Amcrican Geological
I 34 Institute, 1982.
0 35 '.
36 Total lead content testing shall be performed quarterly by the product supplier. Tests shall )
I .1-'
37 include a minimum of 5 samples. Sample collection shall be conducted according to ASTM D ,
38 75. The mean of these tests shall not exceed 80 ppm. Total lead content testing will be
, 39 conducted according to EPA Method 3010/6010. All test results shall be kept on file by the \
40 product supplier. I' \
. 41 0 0
I 42 SECTION 9.05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
43 August 8, 1994 ' (,/'
44 Section 9-05 is supplemented with the following:
I 45
CR09J3 39 Schedu/~ A
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~~ r 6 Laboratory. PVC storm sewer pipe shall conform to the requirements of AASHTO M 304.
':11- 7 Polyethylene storm sewer pipe shall conform to the requirements of AASHTO M 294S.
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CJl ::>1 II by the Headquarters Materials Laboratory, for each manufacturer of thermoplastic storm sewer
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z 1-1 13 each plant presented for consideration.
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8ci [ 17 represented. The Contracting Agency may conduct verification tests of pipe stiffness or other
UJ UJ I 18 properties as it deems appropriate.
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Woo 21 Coupling bands for pressure tested inl?taIlations shall conform to the materials employed during
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24 SECTION 9-09, TIMBER AND LUMBER
25 October 17, 1994 ---.
I 26 9-09.2 Grade Requirements
27 This section is revised to read:
I 28
29 Timber and lumber for permanent structures and for guardrail posts and blocks (excluding
30 signposts, mileposts, sawed fence posts, and mailbox posts) shall be gmded as shown in the
I 31 Tabulated Working Stress Chart.
32
33 Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the gmdes listed
I 34 below. Grades shall be determined by the current standards of the Western Wood Products
0 35 Association (WWP A) or the West Coast Lumber Inspection Bureau (WCLIB) for the "
36 allowable species: Western Red Cedar, Douglas Fir, and Hem-Fir. )
I ..1
37
38 Size Applicable Orade
I 39 4X4 Structural light framing and studs, Std. & better "'~
40 4X6 Structural light framing, #2 & better I'
. 41 6X6, 6x8, 8XI0 Posts and timbers, #2 & better 0 0
I 42 6XIO,6X12 Br-ams and stringers, #2 & better
43 \"c'
44 9-09.2(3) Inspection
45 The first sentence of the first paragraph is revised to read:
CR09$3 40 Schedule A
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All timber and lumber purchased or used under these Specifications shall meet the working
stress or grade requirements specified in Section 9-09.2.
The first sentence of the second paragraph is revised to read:
Each order of timber or lumber for use in permanent structures, other than guardrail posts and
blocks, sign posts, mileposts, sawed fence posts, or mailbox posts, must be accompanied by a
grading certificate issued by the grading bureau whose authorized stamp is being used, or by
the mill grading the timber or lumber under the supervision of one of the grading bureaus
listed above.
The first sentence of the third paragraph is revised by changing the words "grading certificate" to
"grading certificate if required".
The fourth paragraph is deleted.
On page 9-77, the section of the Tabulated Working Stresses chart referring to Sign Posts,
Mileposts, Sawed Fence Posts, and Mailbox Posts, is deleted.
SECTION 9-17 FLEXIBLE GUIDE POSTS
March 21, 1994
9-17.1 General
The first sentence of the fourth paragraph is revised to read:
Each flexible guide post shall be permanently identified with the manufacturer's name, the
month and year of fabrication, and a mark indicating the recommended burial depth.
SECTION 9-28 SIGNING MATERIALS AND FABRICATION
March 6,1995
Section 9-28 is revised in its entirely to read:
9.28 Slanina Materials and Fabrication
9-28.1 General
Unless noted otherwise in the Plans, permanent signs shall be constructed of sheet aluminum.
Permanent signs which measure 36 inches or less on a side and are to be mounted on a single
post may be e.onstructed of single 0.135 inch fiberglass reinforced plastic panels. Temporary
or construction signs may be constructed of either medium or high density overlay plywood.
Sign overlay panels may be either 0.050 inch aluminum or 0.075 inch fiberglass reinforced
plastic panels. All signs, except intem:lily illuminated signs, shall be I\'eflectorized.
See ASTM D 4956 for reflective sheeting type designations. Standard control signs and guide
81an border8, letters, numerals, symbols, shields, and arrows shall be in accordance with the
"W8lIhinaton Stale Sign Fabrication Manual".
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All STOP, YIELD, DO NOT ENTER, WRONG WAY, FREEWAY ENTRANCE, and
HIGHWAY ENTRANCE signs shall be constructed entirely of Type III or IV reflective
sheeting. All M series, I series, and 0-10 (Milepost) series signs and all signs with blue or
brown backgrounds shall be constructed entirely of Type II reflective sheeting unless
otherwise specified. Background reflective sheeting for all other signs shall be as noted in the
plans. Sign legends for all other signs shall be constructed of Type III or IV reflective
sheeting. Sign legends include: borders, letters, numerals, symbols, shields, and arrows.
Reflective legend sheeting types shall not be mixed on individual signs.
'-28.1(1) B..ls for Acceptllnce
Reflective sheeting shall be accepted on the basis of tests performed by the Materials
Laboratory, or at the option of the Engineer, a manufacturer's certificate of compliance as
outlined in Section 1-06.3. This certificate shall verifY that the product meets all the
requirements of Section 9-28.12. The basis for acceptance of aluminum sign blanks and panels
shall be a mill test certificate from the aluminum manufacturer attesting to the correct alloy
and temper of the metal supplied. At the option of the Engineer, labomtory tests may also be
performed to confirm metallurgical data.
It is expressly understood that the furnishing of certificates of compliance will not relieve the
<:ontractor from the obligation to replace materials found defective after delivery to the
project, nor will they prevent the Engineer from sampling material when it arrives on the
project and subjecting it to such labomtory tests as they may deem appropriate or significant.
'-28.1(2) Inspection
,
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All signs will be inspected at the fabricator's plant before shipment to the project. The
inspection shall not be made until all materials have been tested and approved. Signs without a
"FABRICATION APPROVED" decal will not be inlttalled on the project with the exception of
double.faced signs which do not receive decals or fabricator's stickers.
'-28.2 Manufacturer'. Identification and Date
All signs shall show the manufacturer's name and date of manufacttll'e on the back.
Destination, distance, and large special signs shall show the manufacturer's name and the date
of manufacture on the back, and the number of the sign 89 it appears in tbe plans in 3 inch
series C black letters. Hand painted numbers are not permitted.
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'-28.3 Comer Radius
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AU regulatory and warning signs shall have rounded comers with the exception of stop signs.
Information and guide signs may have square cut comers. Borders for signs having square cut
comers slul1l have a comer mdius approximately 1/8 of the lesser side dimension of the sign up
to a maximum radius of 12 inches. For signs with rounded comers, the borders shall be
concentric with the rounded comers.
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CROIIJ.t
Chilnocum Road ImprOVlmllnts
42
Schedule A
Road Improvements
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42
9-28.4 Extruded Windbeams and "Z" Bar
All multiple post and multiple panel signs shall be constructed and installed with horizontal
extruded windbeams and "Z" bar, when required, as shown in the Standard Plan. All bolt and
rivet heads visible on the sign face shall be anodized or painted to match the sign area
immediately surrounding the bolt or rivet head. Extruded wind beams and "Z" bar shall be
accepted on the basis of certificate of compliance from the manufacturer. Materials shall be as
designated in Section 9-28.11.
9-28.5 Letter and Spacing Formula
Letter and arrow sizes shall be as specified in the plans. Spacing formulas shall be those
furnished by the manufacturer of the letters.
9-28.6 Destination Sign Messages
Destination sign messages, borders, shields, and symbols shall be direct applied unless other
wise noted in the sign plans. All message components shall be one piece construction unless
the least dimension exceeds available sheeting widths. All components shall have smooth,
sharp cut edges. Components which are tom, wrinkled, or exhibit poor workmanship, will not
be permitted.
Where specifically noted in the plans, demountable components shall be utilized.
Demountable messages, borders, shields, and symbols shall consist of the appropriate sheeting,
or if non-reflective, paint applied to 0.032 inch aluminum. Shields and symbols shall be
applied to 0.050 inch aluminum.
9-28.7 Procell Colon
Transparent and opaque process colors used in silk screening sign messages shall be as
recommended by the manufacturer. When properly applied, process colors shall perform
satisfactorily for the expected life of the sheeting. Applied colors shall present a smooth
surface, free from foreign material, and all messages and borders shall be clear and sharp.
When applied, trailsparent colors shall have the same retroreflective values, type, and color as
the sheeting to which it's applied. There shall be no variations in color, and overlapping of
colors will not be permitted.
Properly applied and cured process colors shall exhibit no blistering, bubbling, or loss of color
or transparency when clemed with a mild non-abrasive detergent solution. Minor loss of color
may be detected when IIOlvents luch as kerosene, mineral spirits, heptane, or VM&P Naphtha
are used to clean severely contaminated signs; e.g., paint vandalism. However, the colors shall
not blister, bubble, peel, or be easily removed.
CR09SJ
Chl",acu", Road I",pruv.mllnts
43
ScluJdulll A
Road Improvllments
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37
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4S
9-28.8 Sheet Aluminum Signs
Sheet aluminum signs shall be constructed of material conforming to ASTM B 209 alloy 6061-
T6 or alloy SOS2-H36 or H38. Alloy SOOS-H34 may be used for sign overlays.
After the sheeting has been fabricated, the sheeting for all multiple panel signs shall be
degreased, etehed by immersion for a minimum of 5 minutes in a 6 ounce per gallon caustic
etch solution at 120 F, followed, in order, by a water rinse, de-oxidation, water rinse, hot water
rinse, and drying. The etching process shall produce a dull aluminum fInish on both sides of
the panel which will last the life of the sign. The treated panel surface shall be compatible
with the opaque and reflective sheeting to be applied in accordance with the specifications.
The Contractor may use an A10dine 1200 application for single panel signs in lieu of the above
treatment, Aluminum signs over 12 feet wide by 5 feet high shall be comprised of vertical
panels in increments of 2, 3, or 4 feet wide. No more than one 2 and/or 3 foot panel may be
used per sign. The Contractor shall use the widest panels possible. All parts necessary for
assembly shall be constructed of aluminum, galvanized, or stainless steel in accordance with
the plans. Sheet thickness shall be as follows:
Maximum Horizontal Dimension
Overlay panels
Up to 20 inches
20 inches to 36 inches,
inclusive
Over 36 inches
Sheet Aluminum Thickness
0.050 inch
0.063 inch
0,080 inch
0.125 inch
The side dimension for a diamond shaped warning sign is considered to be the maximum
horizontal dimension.
Before placing aluminum in contact with untreated steel, the steel surfaces shall be protected
by proper cleaning and painted with a zinc-dust zinc oxide primer A-6.86 and two coats of
aluminum paint D-I-57.
Metal shall be handled by device or clean canvas gloves between all cleaning and etching
operations and the application of reflective sheeting.
9-28.9 Fiberglass Reinforced PI"stic Signs
Fiberglass reinforced plastic signs and overlay panels shall. be constructed of a fiberglass
reinforced thennoset polyester laminate. The sign panel shall be acrylic modified and UV
stabilized for outdoor weathering ability.
The sign panel shall be stabilized to prevent the release of migrating constituents (such as
solvents, monomers, etc.) over the expected life of the sign. The sign panel shall contnin no
residue release agents on the surface of the laminate so neither mlgrnting constituents or
release agents will be present in amounts which will interfere with any subsequent bonding,
operations.
CR09.53
Chlmacum Road Imprawmllnls
44
ScluJdule A
Road Improvements
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45
The sign panel shall not contain visible cracks, pinholes, foreign inclusions, or surface
wrinkles that would affect implied performance, alter the specific dimensions of the panel, or
otherwise affect its serviceability.
The sign panel surface shall be wiped clean with a slightly water dampened cloth before
applying reflective sheeting.
9-28.9(1) Mechanical Properties:
All mechanical properties are stated as minimum requirements. The mechanical properties are
measured in both the line direction of the panel and at 90 degrees to the line as noted in the
appropriate ASTM test referenced.
Mechanical
~
Tensile Strength
Tensile Modulus
Flexural Strength
Flexural Modulus
Compression Strength
Compression Modulus
Punch Shear
Ave. Min,
ReqJ1irement
10.0 psi x 103
1.2 psi x 106
20.0 psi x 103
1.2 psi x 106
32.0 psi x 103
1.4 psi x 106
13.0 psi x 103
ASTM
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0790
0790
0695
0695
0732
9-28.'(2) Physical Properties
Sign Panels are to be 0.135 inch thick. Overlay panels are to be 0.075 inch thick. Panel
thickness tolerance shall be plus or minus 0.005 inch. Panel tolerance on nominal length and
width shall be plus or minus 1/8 inch for dimensions of 12 feet or less and shall be within 1/8
inch of square per 12 feet of length when measured in accordance with ASTM D3841.
Panels shan be manufactured with smooth surfaces on both top and bottom of the panel.
Panel flatness of a 30 inch by 30 inch panel shall be measured by hanging the panel diagonally
in suspension. The maximum deflection measured diagonally, parallel and perpendicular to
the panel by lines drawn through the center of the panel, shall not exceed 12 millimeters. The
panel shall then be hung diagonally in suspension in an oven for 48 hours at 180 F. The
maximum deflection shall again be measured as previously noted and shall not exceed 12
millimeters. All measurements shall be made when panels are at ambient temperature.
Panels shall be pigmented to a visually uniform grey color, within the MunselR range of
N.7.5Ito N.8.51.
Panels shall have a maximum coefficient of lineal thennal expansion of 1.8 X
10-5 in.lin.1 F when tested in accordance with ASTM D696.
CR09JJ
Chlmacum Road Improvemllnt.f
45
Schedul, A
Road ImprOW!m,n/$
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Panels shall be classified as to a minimum Grade II (weather resistant) panel as specified in
ASTM D3841 following 3,000 plus or minus 100 hour weatherometer test.
Panels shall contain additives designed to be less responsive to fire ignition and flame
propagation. As such, the extent of burning shall Dot exceed 1.0 inch when tested in
accordance with ASTM, Method D635.
Panels shall resist the impact energy of 20 foot-pounds applied with a hemispherical tipped
object 1 inch in diameter.
The panels thermal stability for strength and impact resistance qualities shall not be
appreciably affected over a temperature range of -65 F to 212 F.
Fiberglass reinforced plastic panels for signs shall be accepted on the basis of a certificate of
compliance from the manufacturer as outlined in Section 1-06.3.
9-28.10 Plywood Signs
Plywood signs shall be constructed of medium or high density plywood and shall conform to
the current requirements as set forth in "Production Standard for Construction nnd Industrial
Plywood" published by the Product Standards Section of the National Bureau of Standards.
The plywood shall be free of contaminants.
Face veneers shall be Grade B or better.
Core and crossband veneers shall be solid. Core veneers shall be jointed, and core gaps shall
not exceed 1/8 inch in width.
The entire area of each contacting veneer surface shall be bonded with a waterproof adhesive
that meets the requirements for exterior type plywood.
High density plywood overlay shall have a minimum weight of 60 pounds per thousand square
feet of surface, shall be at least 0.012 inch thick before pressing, and have a minimum resin
content of 45 percent based on the volatile free weight of fiber and resin exclusive of glue line.
Medium density plywood overlay shall have a minimum weight of 58 pounds per thousand
square feet of surface. It shall be at least 0.012 inch thick after application and have a
minimum resin content of 17 percent based on the volatile free weight of resin and fiber
exclusive of glue line.
The overlay shall have a sufficient resin content to bond itself to the plywood.
CR09$J
Chlmacum Road ImproWlm~nlS
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ScMdu/~ A
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34
35
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37
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39
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44
45
9-28.10(1) Painting of sign back
Plywood sign backs shall be primed with one coat of white exterior enamel primer and
finished with one coat of white exterior enamel. The enamel shall meet or exceed the physical
quality of the requirements of Federal Specification TT-E-489.The primer shall be as
recommended by the supplier of the finish coat and shall be completely compatible. The face
of the sign shall be painted the same as required for the back unless it is to receive reflective
sheeting, in which case it shall be finished as specified in Section 9-28.10(2).
9-28.10(2) Face Treatment
Plywood sign surfaces shall be cleaned thoroughly with lacquer thinner, heptane, benzene, or
solvent recommended by the reflective sheeting manufacturer. The surface shall be sanded
with light sandpaper or steel wool and wiped dry and clean with a clean cloth. The reflective
sheeting shall then be applied. Plywood signs over 12 feet wide by 5 feet high shall be
comprised of vertical panels in increments of 4 feet or less. The Contractor shall use the
widest panels possible.
Plywood Panel Thickness
Signs: up to 18 inches ,inclusive in width
3/8 inch minimum
Over 18 inches to 36 inches
inclusive in width
1/2 inch minimum
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Over 36 inches in width
5/8 inch minimum
Plywood shields on destinations signs
3/8 inch minimum
Multiple panel signs
5/8 inch minimum
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9-28.11 Hardware
Bolts, nuts, and washers shall be of the same material for each attachment. All parts necessary
for assembly shall be constructed of the materials listed below:
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Hardware
Bolts
Specification
ASTM F 468 2024- T4 Aluminum
ASTM A 30"' Steel ASTM F 593 Stainless Steel
ASTM B 2092024- T4 Aluminum
AASHTO M 183 Steel ASTM F 594 Stainless
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CR09J3
Chlmacum Road ImprOVllMltnts
47
ScMdlll1l A
Road ImprrlW1ments
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z. E 20 galvanized per ASTM A 153 or B 695.
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51-:' [ 22 9-28.12 Reflective Sheetings
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24 Type I and Type II reflective sheeting shall consist of spbericallens elements embedded within
25 a transparent plastic baving a smooth, flat outer surface. Type III and Type IV reflective '--
L 26 sheeting shall consist of spherical or prismatic lens elements adhered to a synthetic resin and
27 encapsulated by a flexible, transparent, weatherproof plastic having a smooth outer surface.
L 28 All sheeting shall be weather resistant and have a protected pre-coated adhesive backing. Type
29 II reflective sheeting shall contain an identifying marking, such as a water mark, which is
30 visible after sheeting application. The marking shall not adversely affect the performance or
I 31 life of the sheeting.
32
I 33 The reflective sheeting shall have the following minimum coefficient of retroreflection values
34 at 0.2 degrees and 0.5 degrees observation angle exp~ssed as average candelas per foot-
35 candle, per square foot of material. Measurements shall be conducted in accordance with i,
36 ASTM E 810. )
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38 Type I Glass Be4ld Retrorefleetive Element Material
I 39 "
40 Obs. Entrance SILVER YELLOW ORANGE GREEN RED BLUE BROWN , I' y-'
. 41 Angle Angle WHITE 0 0
I 42 0.2' -4' 70 SO 25 9.0 14 4.0 1.0
43 0.2' +30' 30 22 7.0 3.5 6.0 1.7 0.3
44 0.5' -4' 30 25 13 4.5 7.5 2.0 0.3
( 45 0.5' +30' IS IS 4.0 2.2 3.0 0.8 0.2
CR09J3 48 ScMdilI. A
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0.50 -40
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1.4
170
54
100
37
100
34
64
22
The wet performance measurements on unweathered sheeting shall be conducted in accordance
with one of the following methods:
(I) The standard rainfall test specified in Federal Specification LS 300C and the
brightness of the reflective sheeting totally wet by rain shall not be less than 90 percent of
the above values.
(2) Samples shall be submerged in a tank of clean water (approximately 72 F) for a period
of 5 minutes. Reflex-reflective performance of the sheeting shall be viewed in a darkened
room by reflected light through the surface of the water or through a transparent plane
surface of the tank parallel to the sample surface. Light source shall be sueh as a hand
flashlight held close to the eye. The wet sheeting shall show no apparent loss of reflective
performance as compared to dry material.
The diffuse day color of the reflective sheet.ing shall be visually evaluated by comparison
with the applicable Highway Color Tolerance Chart. Color comparison shall be made
under north daylight or a scientific daylight having a color temperature from 6500 degrees
to 7500 degrees Kelvin. Daytime color evaluation shall be i1luminate~ at 45 degrees and
CR09S3 49 Schedulll A
Chlmacllm Road ImprOW1mlln/S Road ImprOW1mlln/S
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viewed at 90 degrees. There shall be no significant color shift when viewed under
nighttime (retroreflective) conditions.
The reflective sheeting shall have a pre-coated pressure sensitive adhesive (Class I) or a
heat-activated adhesive (Class 2) either of which will adhere to flat, clean surfaces without
necessity of additional adhesive coats on the reflective sheeting or application surface.
Chemical activators shall not be used to activate Class 2 adhesive. The pre-coated
adhesive shall be protected by an easily removed liner which, when removed, shall not
have a staining effect on the reflective sheeting and shall be mildew resistant. The
protective liner attached to the adhesive shall be removable by peeling without soaking in
water or other solvents and shall be easily removed after storage for 4 hours at 150 F under
weight of 2.5 psi. The sheeting with liner removed, conditioned for 24 hours at 72 F and
50 percent relative humidity, shall be sufficiently flexible to show no cracking when bent
around a 1/8 inch diameter mandrel with the adhesive side contacting the mandrel. For
ease of testing, talcum powder my be spread on the adhesive to prevent sticking to the
mandrel. The sheeting surface shall be smooth and fiat to facilitate self-cleaning in the
rain, regular cleaning, and wet performance, and exhibit 85 degrees glossmeter rating of
not less than SO when tested in accordance with ASTM D 523. The sheeting surface shall
be readily processed and compatible with transparent and opaque process colors and show
no loss of the color coat with normal handling, cutting, and application. The sheeting shall
permit cutting and color processing at tempemtures of 60 F to 100 F and 20 to 80 percent
RH. The sheeting shall be heat resistant and permit force curing withollt staining of
unapplied sheeting at tempemtures up to I SO F and up to 200 F on applied sheeting. The
sheeting surface shall be solvent resistant. to permit cleaning by wiping with a clean soft
cloth dampened with VM&P Naphtha or mineral spirits.
.....
The adhesive shall form a durable bond to smooth, corrosion and weather resistant surfaces
and permit the reflective sheeting to adhere securely, 48 hours after application at
temperatures of -30 F to 200 F. The adhesive bond shall be sufficient to render the applied
sheeting vandal-resistant and prevent its shocking off when subjected to an impact energy
of20 ft.lbs.applied with a hemispherical tipped object 1 inch in diameter at '0 F. The test
specimen shall be applied to aluminum backing not less than 0.080 inch thick and having a
dimension of not less than 4 inches square. During testing, the specimen shall be
supported on a 3 inch diameter ring.
'-
The adhesion test shall be the same as outlined in Federal Specification LS 300C except
that in addition to testing at room temperature, the adhesion shall also be tested at 0 F and
180 F.
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The resistance to accelemted weathering shall be as describe!! in Federal Specification
LS300C except the weathering apparatus and procedure shall be in accordance with ASTM
053.
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The reflective sheeting shall be sufficiently flexible to be cut to shape easily and permit
application over, and conform to, modemte shallow embossing chamcteristic of certain
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CR09j3
Chl/llacum Road Improllfl/ll'nlS
50
Schedule A
Road JmprDWImllnts
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42
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sign borders and symbols. The tensile strength of the sheeting shall be 5 to 20 pounds per
square inch width when conditioned for 48 hours in accordance to ASTM D 685 and tested
in accordance with ASTM D 828. Following liner removal, the reflective sheeting shall
not shrink more than 1/32 inch in ten minutes nor more than 1/8 inch in 24 hours in any
dimension per 9 inch square at 72 F and 50 percent relative humidity.
The sheeting, when applied according to manufacturer's recommendations to cleaned and
etched .020 inch X 2 inch X 8 inch aluminum, conditioned (24 hours) and tested at 72 F
and 50 percent relative humidity, shall be sufficiently flexible to show no cracking when
bent around a 3/4 inch diameter mandrel.
9-28.12(1) Application
The reflective sheeting shall be applied in the manner specified by the sheeting manufacturer.
The applied sign face shall not have bubbles, wrinkles, or foreign material beneath the
reflective sheeting.
9-28.12(2) Edge Treatment
All edges and splices of reflective sheeting signs shall be coated with an edge sealer when
recommended by the manufacturer of the reflectorized sheeting.
9-28.12(3) Splices and Color Matching
Splicing of reflective sheeting shall not be permitted on signs or panels with dimensions up to
and including 48 inches in height or width unless the reflective sheeting specified does not
come in this width, then the widest width material shall be used. When sheeting joints are
required, they shall be lap-jointed with the top sheet overlapping the bottom sheet by no less
than 3/16 inch. The fabricator shall endeavor to use the least number of seams possible with
the horizontal lap preferable. Roller applied or reverS<l screened sheeting may be butt-jointed
with joint gap not to exceed 1/32 inch. Color matching of adjacent sheets of reflective
sheeting comprising a sign shall be accomplished without a noticeable difference in color. No
borders shall be spliced other than the splice of the tangent border to the comer radius.
9-28.13 Demountable Prismatic ReOectorized Menage and Borders
The letters, digits, and alphabet accessories shal.1 consist of embossed 0.040 inch thick sheet
aluminum frames conforming to ASTM B 209 grade 3003-H14 in wbich prismatic reflectors
are installed to prevent their displacement in handling or service. Letters in which reflectors
are assembled by means of tape are unacceptable. The plastic reflectors face shall be colorless
and be entirely smooth to present a water repellent and dirt resistant surface. The area
indicating the letter shape that is not reflectorized shall be white for maximum daytime
contrast with the sign background. All letters shall be free of any imperfections and shall
present a high quality appeamnce. Demountable prismatic border shall be comprised of a
minimum length of 2 feet with allowance of one shorter section between each comer radius.
CR09J3
Chlmacum Road Imprawmllnll
51
Schtldulll A
Road Jmprovtlmllnls
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Letters shall be fastened to the sign with aluminum screws or blind rivets conforming to
ASTM B 209 grade 2024- T4.
The coefficient of retroreflection of each reflex reflector intended for use in cutout letters,
symbols, and accessories shall be equal to or exceed the following minimum values with
measurements made with reflectors spinning.
Observation
Angle (degrees)
Entrance
Angle (degrees)
Coefficient of Retroreflection
Candle Power/Square
Inch/Foot Candle
14.0
5.6
0.1
0.1
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20
Failure to meet the specific minimum values shall constitute failure of the reflector being used.
Upon failure of more than two of the 50 samples tested, a resample of 100 reflectors shall be
tested. Failure of more than four of these samples shall be cause for rejection of the lot.
9-28.14 Sign Support Structures
All sign support structures shall be constructed as shown in the plans.
9-28.14(1) Timber Sign Posts
At the Contractor's options, timber sign posts and mileposts shall be untreated Western cedar,
treated Douglas fir, or treated Hem-fir meeting the grades specified in Section 9-09.2. Douglas
fir and Hem-fir posts shall be given a treatment in accordance with Section 9-09.3(4).
Preservative retention shall be a minimum of 0.40 pounds per cubic foot. Penetration shall be
a minimum of 3/8 inch or 90 percent of sapwood for posts under 5 inches thick and 1/2 inch or
90 percent of sapwood for posts 5 inches or thicker. S4S finish is not required for unpainted
posts.
9-28.14(2) Steel Structures and Posts
Steel sign structures and posts shall be galvanized unless noted otherwise in the plans. Metal
surfaces shall not be painted. 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. Fabrication and erection shall
conform to the applicable requirements of Sections 6-03 and 9-06.
9-28.14(3) Aluminum Structures
Welding of aluminum shall be in accordance with Section 1.5 of the "Standard Specifications
for Structural Supports for Highway Signs, Luminaires and Traffic Signals," AASHTO 1994.
CR09J3
Chlmacum Road ImprOW1mllnlS
52
Schedule A
Road Improvllmllnls
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Aluminum materials shall conform to ASTM B 209 grades as followb. the filler alloy shall be
4043,5365, or 5556 for welding base metals 6061 or 6063 to 6061, 6063, 356, or A356. Filler
alloy for welding base metal 5086 shall be 5356 or 5556.
9-28.15 Sign Lighting Luminaires
Sign lighting luminaires shall have a cast aluminum housing and door assembly with a
polyester paint finish. All external bolts, screws, hinges, hinge pins, and door closure
mechanisms shall be series 300 grade stainless steel.
The housing shall encase a reflector, lamp socket, and ballast. It shall have a front entry (the
side facing the sign) suitable for l/2 inch conduit and mounting holes for attaching to a fixture
mounting plate. Any additional enties shall have suitable plugs. The sign lighting luminaire
shall be supported by a lighting bracket assembly as detailed in the plans. If the sign structure
includes a maintenance walkway, the luminaire fixture mounting plate shall be bolted to the
walkway grating. Condensation drain holes shall be provided as recommended by the
manufacturer.
The door shall be hinged to the housing on the side of the fixture away from the sign panel and
shall be provided with two captive closure devices. The door shall be provided with the means
to allow the door to be locked in the open position 70 to 90 degrees from the plane of the door
opening. The juncture of the door and housing shall be gasketed to provide a rain tight and
dust tight joint.
Refractors shall be manufactured from heat resistant borosilicate glass. The refractor shall be
shielded so that no light source is visible from the sign viewing approach. The shield shall be
an integral part of the door assembly. When called for in the plans, fixtures shall be provided
with a wire guard to prevent damage to the refractor.
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The reflector shall be manufactured from one piece polished (A1zak or equal) aluminum. The
reflector shall be designed so condensed water will drain away.
The light source shall be a 175 watt deluxe phosphor coated mercury vapor lamp. The lamp
socket shall be a porcelain enclosed mogul type containing integral lamp grips to ensure
electrical contact under conditions of normal vibration. The center contact shall be spring
loaded. The shell and center contact shall be mted for 1500 watts, 600 volts.
)
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Ballasts shall be suitable for operating a 175 walt metal halide lamp and shall conform to the
requirements of Section 9-29.9. The crest factor shall remain within a range of 1.6 to 1.8.
Ballasts shall have a design life of no less than 100,000 hours.
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Ballasts shall consist of separate components, each of which shall be capable of being easily
replaced. All conductor terminals shall be identified as to the component terminal to which
they connect. Heat generating components shall be mounted to use the portion of fixture on
which they are mounted as a heat sink. Capacitors shall be separated from heat generating
CR09J3
Chlmacum Road ImprOW1ments
53
ScluJdule A
Road ImprOW1ments
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components or thermally shielded to limit the case tempemture to 90-C. Each fixture shall be
provided with a fusible terminal block. Fuses shall be 10 amp, 250 volt for 120 volt circuits,
and 5 amp, 600 volt for 240 and 480 volt circuits. The primary voltage shall be as indicated in
the plans. Photometric performance shall be as follows:
The mtio of the maximum to minimunl illuminance level on a panel 10 feet high by ,16 feet
wide sha1l not numerically exceed 5:1 approaching 1:1. In addition, the illuminance
gradient shall not numerically exceed 2:1, illuminance gmdient being defined as the ratio
of the minimum illuminance of I square foot of panel to that of any adjacent square foot of
panel. This performance shall be obtained when the fixture is mounted 1 foot below the
bottom edge of the sign and 5 feet out.
The average to minimum uniformity mtio for a panel as dimensioned above shall not
numerically exceed 3:1. Average initial illuminance shall exceed 10 foot-candles for a
mercury vapor lamp of 175 watts as specified.
CR09JJ
ChlmacuM Road l",p,uv.",.ntl
54
ScMtlul1l A
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41
SPECIAL PROVISIONS
The following Special Provisions supersede any conflicting provisions of the 1994 Standard
Specifications for Road, Bridge, and Municipal Construction adopted in January, 1994, and the
foregoing amendments to the Standard Specifications and are made a part of this contract.
It shall be understood that all references to state officers in the above mentioned standards shall
mean the corresponding county offices for the purpose of this contract. For example, all references
to Highway Commission shall mean the Board of County Commissioners, and all references to the
Director of Highways shall mean the COWIty Engineer
The term "Engineer" as used in these specifications or in the Standard Specifications, whenever
they apply, refers to the County Engineer, Jefferson County, who is in charge of this work or in his
absence, the County Engineer's representative. The Engineer may be contacted at the Department
of Public Works, in the Post Office bldg., 1322 Washington Street, Port Townsend, Wa. 98368,
Ph. 360-385-9160.
DESCRIPTION OF WORK
Mal'ch 13, 1995
This contract provides for the improvement of". 0.35 miles of County Road Number 932507
(Chimacum Road) in Jefferson County, M.P. 0.06 to M.P. 0.41 by clearing and grubbing, grading,
draining, constructing storm sewers, cement concrete barrier curb and gutter, sidewalk, cement
concrete approaches, surfacing, paving with asphalt concrete, erosion control, pavement marking,
permanent signing, ... and other work, all in accordance with the attached Contract Plans, these
Contract Provisions, and the Standard Specifications.
BID PROCEDURES AND CONDITIONS
Preparation of Proposal
Section 1-02.6 is supplemented with the following:
March 13, 1994
The sixth pamgmph of Section 1-02.6 is supplemented with the following:
A minimum bid of ... $25.00 ... per hour has been established for the item "Traffic
Control Labor". If the Contractor's bid is less than the minimum specified amount, the
Contracting Agency ,will unilaterally revise the bid amount to the minimum specified
amount and recalculate the Contractor's total bid amount. The corrected total bid amount
will be used by the Contracting Agency for award purposes and to fix the amount of the
contract bond.
CR0953
Chlmacum Road ImprOW1ml1nts
5S
Schedule A
RIlQd}mprovl1m,nts
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Puhlic Opening Of Proposal;
March 13, 1995
Section 1-02.12 is supplemented with the following:
Date Of Opening Bids
Sealed bids will be received at the following location before the specified time:
Jefferson County Commissioners Office
1820 Jefferson Street
P.O. Box 1220
Port Townsend, Wa. 98368
The bid opening date for this project shall be AUGUST 7 1995
be publicly opened and read after 10:00 A.M. on this date.
The bids will
(......)
Funds
Washington State Rural Arterial Program (RAP), Intermodal Surface Tmnsportation Efficiency
Act (lSTEA), Jefferson County Road funds and City of Port Townsend funds are involved in this
project.
SCOPE OF WORK
Chanles
March 13, 1995
Section 1-04.4 is supplemented with the following:
.....
Cost Reduction Incentive Proposals (Value Engineering)
The Contracting Agency has a policy for the administration of cost reduction alternatives
proposed by the Contractor. The Contractor may submit proposals for changing the Plans,
specifications or other requirements of the Contract. These proposals must reduce the cost or
time required for construction of the project.
Guidelines for submitting Cost Reduction Incentive Proposals are available at the Project
Engineer's office. The payments and requirements described in the guidelines are not part of
the Contract and are not subject to negotiation. The Engineer's decision to accept or reject all
or part of a proposal is final. This decision is not subject to arbitmtion under the arbitration
clause or otherwise subject to litigation.
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CR09jJ
Chlmacum Road ImprDNm.",s
56
Scljgdul. A
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CONTROL OF WORK
Cooperation With Other Contractors
March 13, 1995
Section 1-05.14 is supplemented with the following:
Other Contracts Or Other Work
It is anticipated that the following work adjacent to or within the limits of this project will be
perfozmed by others during the course of this project and will require coordination of the work:
Port Townsend Water Dept.
Puget Sound Power and Light Company
U.S. West '
Summit Cablevision
CONTROLOFMATE~S
Foreign Made Materials
Section 1-06.5 is supplemented with the following:
March 13, 1995
The major quantities of steel and iron construction material that is permanently incorporated
into the project shall consist of American-made materials only.
The Contractor may utilize minor amounts of foreign steel and iron in this project provided the
cost of the foreign material used does not exceed one-tenth of one percent of the total contract
cost or $2,500.00 , whichever is greater.
<.
American-made material is defined as material having all manufacturing processes occur in the
United States. The action of applying a coating to steel or iron is deemed a manufacturing
process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any' other
coating that protects or enhallces the value of steel or iron. Any process from the original
reduction from ore to the finished product constitutes a manufacturing process for iron. The
following are considered to be steel manufacturing processes:
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2. Rolling, heat treating, and any other similar processing.
3. Fabrication of the products.
a. Spinning wire into cable or stmnd.
b. Corrugating and rolling into culverts.
c. Shop fabrication.
A certification of materials origin will be required for any items comprised of, or containing, steel
or iron construction materials prior to such items being incorpomted into the permanent work.
The certification shall be on DOT Form 350-109 provided by the Engineer, or such other form the
Contractor chooses, provided it contains the same information as DOT Form 350-109.
LEGAL REIJATIONS AND RESPONSIBILITIES TO THE PUBLIC
Laws to be observed
Section 1-07.1 is supplemented with the following:
March 13,1995
Prevention Of Environmental Pollution And Preservation Of Public Natural Resources
The Contractor shall comply with the following environmental provisions which are made a
part of the contract documents. A copy of the environmental provisions are available to the
Contractor at the Project Engineer's office.
"-
If the Contractor's operations involve work outside the areas covered by the following
environmental provisions, the Contractor shall advise the Engineer and request a list of all
additional environmental provisions covering the area involved. A copy of all additional
environmental provisions is also available to the Contractor at the Project Engineer's office.
Regulation I Olympic Air Pollution Control Authority
State Taxes
MaTch 13, 1995
The work on this contract is to be perfomlcd upon lands whose ownership obligates the
Contractor to pay Sales tax. The pr~visions of Section 1-07.2(1) apply.
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Forest Protection and Merchantable Timber Requirements
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April 24, 1995
Section 1-07.3(2) is supplemented with the following:
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This project contains merchantable timber.
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I Permit Requirements - It may take up to 30 working days or more to obtain a permit after the
2 Contractor submits the Forest Practice Application/Notification to the regional office of the
3 State Department of Natural Resources. As provided in Section 1-07.6, the Contractor shall be
4 responsible for all fees for the permit.
5
6 Export Restrictions - Form REV 62 0076-1, Transferee Certification for Export Restricted
7 Timber, will be included when the contract is sent to the Contractor for execution. The form
8 shall be completed and signed by the Contractor. The Contractor shall send the white copy
9 with the original signature directly to the Washington State Department of Revenue at the
10 address on the form. The Contractor must send the pink copy along with the other documents
II required by Section 1-03.3 to the Contracting Agency with the executed contract.
12 State Tax Requirements - It shall be the Contractor's responsibility to pay to the State
13 Department of Revenue all taxes on harvested timber.
14
15 Permits and Licenses
16 Section 1-07.6 is supplemented with the following:
17
18 March 13, 1995
19 No hydraulic permits are required for this project unless the Contractor's opemtions use, divert,
20 obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of
21 the State or materials from gmvel or sand bars, or from stream beds.
22
23 Load Limits
24 Section 1-07.7 is supplemented with the following:
25
26 March 13, 1995
27 If the sources of materials provided by the Contractor necessitates hauling over roads other
28 than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements
29 for the use of the haul routes.
30
31 Wages
32 <Weneral
33 Section 1-07.9(1) is supplemented with the following:
34
35 March 13, 1995
36 The Federal wage rates incorpomted in this contract have been established by the Secretary
37 of Labor under United States Department of Labor Decision No. WA940001.
38
39 Equal Employment Opportunity ResponsibUlties
40 Section 1-07.11 is supplemented with the following:
41
42 Marcb 13, 1995
43 Requirement For Affirmative Action to Ensure Equal Employment OJIportunity (F..xc~
44 Order 11246)
45
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I. The Contractor's attention is called to the Equal Opportunity Clause and the
Standard Federal Equal Employment Opportunity Construction Contract
Specifications set forth herein.
2. The goals and timetables for minority and female participation, expressed in
percentage terms for the Contractor's aggregate work force in each construction
craft and in each trade on all construction work in the covered area, are as follows:
Women. Statewide
Timetable Goal
Until further notice 6.9%
Minorities - by Standard Metropolitan Statistical Area (SMSA)
Spokane, W A:
SMSA Counties:
Spokane, W A 2.8
W A Spokane.
Non-SMSA Cowlties 3.0
WA :Adams; WA Asotin; WA Columbia; WA Fetty; WA Garfield; WA
Lincoln, W A Pend Oteille; W A Stevens; W A Whitman.
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SMSA Counties:
Richland Kennewick, W A 5.4
W A Benton; W A Franklin.
Non-SMSA Counties 3.6
W A Walla Walla.
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Yakima, WA:
SMSA Counties:
Yakima, WA 9.7
WA Yaldma,'
Non-SMSA Counties 7.2
W A Chelan; W A Douglas; W A Grant; W A Kittitasj W A Okanogan.
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SMSA Counties:
Seattle Everett, WA 7.2
WAKing; W A Snohomlsh.
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W A Pierce.
Non-SMSA Counties 6.1
W A Clallam; W A Grays Harbor; W A Island; W A Jefferson; W A Kitsap; W A
Lewis; W A Mason; W A Pacific; W A San Juan; W A Skagit; W A Thurston; W A
Whatcom.
Portland, OR:
SMSA Counties:
Portland,OR-WA 4.5
W A Clark.
Non-SMSA Counties 3.8
WACowlitz; WAKlickitat; WA Skamania; WA Wahkiakum.
These goals are applicable to each nonexempt Contractor's total on-site construction
workforce, regardless of whether or not part of that workforce is performing work on a
Federal, federally assisted or nonfederally related project, contract or subcontract until
further notice.
The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part
60-4 shall be based on its implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a),
and its efforts to meet the goals. The hours of minority and female employment and
training must be substantially uniform throughout the length of the contract, in each
construction craft and in each trade, and the Contractor shall make a good faith effort to
employ minorities and women evenly on each of its projects. The transfer of minority or
female employees or trainees from Contractor to Contractor or from project to project for
the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the
Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will
be measured against the total work hours performed.
'.....
3. The Contractor shall provide written notification to the Engineer within 10 working
days of award of any construction subcontract in excess of $10,000 at ,any tier for
construction work under the contract resulting from this solicitation. The notification shall
list the name, address and telephone number of the subcontractor; employer identification
number of the subcontractor; estimated dollar amount of the subcontract; estimated starting
and completion dates of the subcontract; and the geogmphical area in which the contract is
to be performed.
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4. As used in this Notice, and in the contmet resulting from this solicitation, the Covered
Area is as designated herein.
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I. As used in these specifications:
a. Covered Area means the geographical area described in the solicitation from
which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance Programs,
United States Department of Labor, or any person to whom the Director
delegates authority;
c. Employer Identification Number means the Fedeml Social Security number used
on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department
Form 941;
d. Minority includes:
(I)Black, a person having origins in any of the Black Racial Groups of Africa.
(2)Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican,
Puerto Rican, Cuban, Central American, South American, or other Spanish
origin.
(3)Asian or Pacific Islander, a person having origins in any of the original peoples
of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa.
'....
(4)American Indian or Alaskan Native, a person having origins in any of the
original peoples of North America, and who maintain cultural identification
through tribal affiliation or community recognition.
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of
the work involving any construction trade, it shall physically include in each subcontract in
excess of$10,OOO the provisions of these speeifications and the Notice which contains the
applicable goals for minority and female participation and which is set forth in the
solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually or
through an association, its affumative action obligations on all work in the Plan area
(including goals and timetal?les) shall be in accordance with that Plan for those trades
which have unions participating in the Plan. Contractors must be able to demonstrate their
participation in and compliance with the provisions of any such Hometown Plan. Each
Contractor or Subcontractor participating in an approved Plan is individually required to
comply with its obligations under the EEO clause, and to make a good faith effort to
achieve each goal under the Plan in each trade in which it has employees. The overall
good faith performance by other Contractors or Subcontractors toward a goal in an
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approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take
good faith effort to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in
paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation
from which this contract resulted are expressed as percentages of the total hours of
employment and training of minority lIIld female utilization the Contractor should
reasonably be able to achieve in each construction trade in which it has employees in the
covered area. Covered construction contractors performing construction work in
geographical areas where they do not have a Federal or federally assisted construction
contract shall apply the minority and female goals established for the geographical area
where the work is being performed. The Contractor is expected to make substantially
uniform progress in meeting its goals in each craft during the period specified.
S. Neither the provisions of any collective bargaining agreement, nor the failure by a
union with whom the Contractor has a collective bargaining agreement, to refer either
minorities or women shall excuse the Contractor's obligations under these specifications,
Executive Order 11246, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in
meeting the goals, such apprentices and trainees must be employed by the Contractor
during the training period, and the Contractor must have made a commitment to employ
the apprentices and trainees at the completion of their training, subject to the availability of
employment opportunities. Trainees must be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affIrmative actions to ensure equal employment
opportunity. The evaluation of the Contractor's compliance with these specifications shall
be based upon its effort to achieve maximum results from its action. The Contractor shall
document these efforts fully, and shall implement affIrmative action steps at least as
extensive as the following:
a. Ensure and maintain a working environment free of harassment, intimidation,
and coercion at all sites, and in all facilities at which the Contractor's employees are
assigned to work. The Contractor, where possible, will assign two or more women to
each construction project. The Contractor shall specifically ensure that all foremen,
superintendents, and other on-site supervisory personnel are aware of and carry out the
Contractor's obligation to maintain such a working environment, with specific attention
to minority or female individuals working at such sites or in such facilities.
b. Establish IUId maintain a current list of minority and female recmitrnent sources,
provide written notifieation to minority and female recruitment sources and to
community organi7.ations when the Contractor or its unions have employment
opportunities available, and maintain a record of the organizations' responses.
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c. Maintain a current file of the names, addresses and telephone nwnbers of each
minority and female off-the-street applicant and minority or female referral from a
union, a recruitment source or community organization and of what action was taken
with respect to each such individual. If such individual was sent to the union hiring
hall for referral and was not referred back to the Contractor by the union or, if referred,
not employed by the Contractor, this shall be documented in the file with the reason
therefor, along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or unions
with which the Contractor has a collective bargaining agreement has not referred to the
Contractor a minority person or woman sent by the Contractor, or when the Contractor
has other information that the union referral process has impeded the Contractor's
efforts to meet its obligations.
e. Develop on-the-job training opportunity and/or participate in training programs
for the area which expressly include minorities and women, including upgrading
programs and apprenticeship and trainee programs relevant to the Contractor's
employment needs, especially those programs funded or approved by the U.S.
Department of Labor. The Contractor shall provide notice of these programs to the
sources compiled under 7b above.
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f. Disseminate the Contractor's EEO policy by providing notice of the policy to
unions and training programs and requesting their cooperation in assisting the
Contractor in meeting its EEO obligations; by including it in any policy manual and
collective bargaining agreement; by publicizing it in the company newspaper, annual
report, etc.; by specific review of the policy with all management personnel and with
all minority and female employees at least once a year; and by posting the company
EEO policy on bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative action
obligations under these specifications with all employees having any responsibility for
hiring, assignment, layoff, termination or other employment decisions including
specific review of these ileITIs with on-site supervisory personnel such as
Superintendents, GllDeral Foremen, etc., prior to the initiation of construction work at
any job site. A written record shall be made and maintained identifying the time and
place of these meetings, persons attending, subject matter discllSsed, and disposition of
the subject matter.
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h. Disseminate the Contractor's EEO policy externally by including it in any
advertising in the news media, specifically including minority and female news media,
and providing written notification to and discussing the Contractor's EEO policy with
other Contractors and Subcontractors with whom the Contractor does or anticipates
doing business.
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i. Direct its recruitment efforts, both oral and written to minority, female and
community organizations, to schools with minority and female students and to minority
and female recruitment and training organizations serving the Contractor's recruitment
area and employment needs. Not later than one month prior to the date for the
acceptance of applications for apprenticeship or other training by any recruitment
source, the Contractor shall send written notification to organizations such as the
above, describing the openings, screening procedures, and tests to be used in the
selection process.
j. Encourage present minority and female employees to recruit other minority
persons and women and where reasonable, provide after school, summer and vacation
employment to minority and female youth both on the site and in other areas of a
Contractor's work force.
k. Validate all tests and other selection requirements where there is an obligation to
do so under 41 CFR Part 60-3.
I. Conduct, at least annually, an inventory and evaluation of all minority and
female personnel for promotional opportunities and encoumge these employees to seek
or to prepare for, through appropriate training, etc., such opportunities.
m. Ensure that seniority pmctices, job classifications, work assignments and other
personnel practices, do not have a discriminatory effect by continually monitoring all
personnel and employment related activities to ensure that the EEO policy and the
Contractor's obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are nonsegregated except that
separate or single-user toilet and necessary changing facilities shall be provided to
assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers' for subcontracts
from minority and female construction contmctors and suppliers, including circulation
of solicitations to minority and female contmctor BSsociations and other business
associations.
p. Conduct a review, at leBSt annually, of all supervisors' adherence to and
performance under the Contractor's EEO policies and affirmative action obligations.
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8. Contractors are encouraged to participate in voluntary associations which assist in
fulfilling one or more of their affirmative action obligations (78 through 7p). The efforts of
a contmctor association, joint contmctor-union, contractor-community, or other similar
group of which the Contractor is a member and participant, may be asserted as fulfilling
anyone or more of the obligations under 7a through 7p of this Special Provision provided
that the Contmctor actively participates in the group, makes every effort to assure that the
group has a positive impact on the employment of nllnorities and women in the industry,
CR09J3
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ensure that the concrete benefits of the program are reflected in the Contractor's minority
and female work-force participation, makes a good faith effort to meet its individual goals
and timetables, and can provide access to documentation which demonstrate the
effectiveness of actions taken on behalf of the Contractor. The obligation to comply,
however, is the Contractor's and failure of such a group to fulfill an obligation shall not be
a defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal employment
opportunity and to take affirmative action for all minority groups, both male and female,
and all women, both minority and nonminority. Consequently, the Contractor may be in
violation of the Executive Order if a particular group is employed in substantially disparate
manner (for example, even though the Contractor has achieved its goals for women
generally, the Contractor may be in violation of the Executive Order if a specific minority
group of women is underutilizcd).
10. The Contractor shall not use the goals and timetables or aff1IlJ1ative action standll1'ds to
discriminate against any person because of race, color, religion, sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm debarred
from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspensions, terminations
and cancellations of existing subcontracts as may be imposed or ordered pursuant to
Executive Order 11246, as amended, and its implementing regulations by the Office of
Federal Contract Compliance Programs. Any Contractor who fails to carry out such
sanctions and penalties shall be in violation of these specifications and Executive Order
11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement
specific affirmative action steps, at least as extensive as those standards prescribed in
paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to
ensure equal employment opportunity. If the Contmctor fails to comply with the
requirements of the Executive Order, the implementing regulations, or these specifications,
the Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contmctor shall designate a responsible official to monitor all employment related
activi~y to ensure that the company EEO policy is being carried out, to submit reports
relating to the provisions hereof as may be required by the government and to keep records.
Records shall at least include, for each employee, theil' name, address, telephone num~ers,
construction trade, union affiliation if any, employee identification number when assigned,
social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or
laborer), dates of changes in status, hours worked per week in the indicated trade, rate of
pay, and locations at which the work was performed. Records shall be maintained in an
CR09S3
Chlmacum Road Improvllmenls
Schedule A
Road ImproWlmlJnls
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easily understandable and retrievable form; however, to the degree that existing records
satisfy this requirement, the Contractors will not be required to maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the application of
other laws which establish different standards of compliance or upon the application of
requirements for the hiring of local or other area residents (e.g., those under the Public
Works Employment Act of 1977 and the Community Development Block Grant Program).
Disadvantaged Business Enterprise Participation (DBE)
April 24, 1995
General Requirements for Recipients
For the purpose of this section (General Requirements for Recipients) the following
definitions apply:
a. Recipient means any entity, public or private, to whom DOT fmancial assistance
is extended directly or through another recipient.
b. DOT means the U. S. Department of Transportation including its operating
elements.
c. Contractor means one who participates through a contract or subcontract and
includes lessees.
The following is quoted from the United States Code of Regulations 49 CFR Part
23.45.
a. Each recipient shall agree to abide by the statements in paragraphs (I) and (2)
below this section. These statements shall be included in the recipient's DOT
financial assistance agreement and in all subsequent agreements between the
recipient and any sub-recipient and in all subsequent DOT assisted contracts
between recipients or sub-recipients and any Contractor.
(I) Policy It is the policy of the U.S. Department of Tmnsportation that
Disadvantaged Businesses as defined in 49 CFR Part 23 shall have the
maximum opportunity to participate in the performance of contracts financed in
whole or in part with Federal funds under this agreement. Consequently the
DBE requirements of 49 CFR Part 23 apply to this agreement.
(2) DBE Obligation The recipient or its Contractor agrees to ensure Disadvantaged
owned Businesses as defined in 49 CFR Part 23 have the maximum opportunity
to participate in the performance of contracts and subcontracts financed in
whole or in part with Federal funds provided under this agreement. In this
regard all recipients or Contractors shall take all necessary and reasonable steps
in oecordance with 49 CFR Part 23 to ensure DBEs have the maximum
CR09SJ
Chlmacum Road Impro~menls
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Schedule A
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opportunity to compete for and perform contracts. Recipients and their
Contractors shall not discriminate on the basis of race, color, national origin, or
sex in the award and performance of DOT assisted contracts.
The DBE Policy Statement and DBE Obligation cited above shall be made a part of all
subcontracts and agreements entered into as a result of this contract,
Def"mitions
When referred to in this contract, the terms Disadvantaged Business Enterprise (DBE),
shall be construed to have the following meaning:
Disadvantaged business means a small business concern:
(a) Which is at least 51 percent owned by one or more socially and
economically disadvantaged individuals, or, in the case of any publicly owned
business, at least 51 percent of the stock of which is owned by one or more
socially and economically disadvantaged individuals; and
(b) whose management and daily business opemtions are controlled by one or
more of the socially and economically disadvantaged individuals who own it.
Small business concern means a small business as defmed pursuant to section 3 of
the Small Business Act (15 U.S.C. 632) and relevant regulations promulgated
pursuant thereto (see 13 CFR Part 121), except that a small business concern shall
not include any concern or group of concerns controlled by the same socially and
economically disadvantaged individual(s) which has annual average gross receipts
in excess of $16,600,000 over the business's previous three fiscal years.
Socially and economically disadvantaged individuals means those individuals who
are citizens of the United States (or lawfully admitted permanent residents) and
who are Black Americans, Hispanic Americans, Native Americans, Asian-Pacific
Americans, or Asian-Indian Americans and any other minorities or individuals
found to be disadvantaged by the Small Business Administration pursuant to
section 8(a) of th,e Small Business Act. Recipients shall make a rebuttable
presumption that individuals in the following groups are socially and economically
disadvantaged. Recipients also may determine, on a case-by-case basis, that
individuals who are not a member of one of the following groups are socially and
economically disadvantaged.
(a) Black Americans, which includes persons having origins in any of the Black
mcial groups of Africa;
(b) Hispanic Americans, which includes persons of Mexican, Puerto Rican,
Cuban, Central or South American, or other Spanish or Portuguese culture or
origin, regardless ofmcej
CR09S3
Chlmacum Road ImprOW1mllnls
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(c) Native Americans, which includes persons who are American Indians,
Eskimos, Aleuts, or Native Hawaiians;
(d) Asian-Pacific Americans, which includes persons whose origins are from
Japan, China, Taiwan, Korea, Vietnam, Laos, Cainbodia, the Philippines,
Samoa, Guam, the U.S, Trust Territories of the Pacific, and the Northern
Marianas; and
(e) Asian-Indian Americans, which includes persons whose origins are from
India, Pakistan, and Bangladesh.
Women shall be presumed to be socially and economically disadvantaged
individuals.
DBE Eligibility
Disadvantaged Business Enterprises proposed by the bidder to be used on this project
shall be shown as a DBE for Federal purposes on the current list of firms accepted as
certified by the Office of Minority and Women's Business Enterprises (OMWBE) or
who can produce written proof from OMWBE showing they were accepted as certified
as such prior to the date fixed for opening bids. Such certifications are made pursuant
to authority granted by, among other things, Chapter 39.19 RCW, Chapter 326 WAC
and 49 CFR.
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In addition to firms accepted as certified by OMWBE and appearing on the above
referenced list, the Contracting Agency will accept any film determined by the Federal
Small Business Administration to be owned and controlled by socially and
economically disadvantaged individuals under Section 8(a) of the Small Business Act,
13 CFR, Part 121 as amended. Provided that the Washington State OMWBE must
have received a completed OMWBE application form from such fmns together with
written proof of SBA 8(a) certification prior to the date fixed for opening bids and
further provided that such firms do not exceed the size limits as contained herein under
definitions.
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A consolidated list of firms accepted as certified by OMWBE is available at nominal
cost from that office.
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DBE firms which are not so certified at the time fixed for the opening of bids will not
be accepted by the Contracting Agency for participation in this project for purposes of
meeting the goals as stated below. This shall be true notwithstanding any later
certification.
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In the event the apparent low bidder, in good faith, proposes to use a firm that is
certified at the time of the submission of'the bid, and that firm is later found by the
OMWBE to be ineligible or unable to perfonn, then the apparent low bidder shall be
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required to substitute another certified firm of the kind needed to meet the goal, before
award, at no additional cost to the Contracting Agency.
After award, and throughout the life of the contract, any certified firm that is found by
OMWBE to be ineligible, or becomes unwilling or unable to perform their work, shall
be replaced by the Contractor with another certified firm of the kind needed to meet the
goal, at no additional cost to the Contracting Agency, Documentation of a good faith
effort may be accepted in lieu of an actual substitution of another firm.
If, at time of bid opening, a certified business is projected to perform work classified in
a standard industrial classification (SIC) code not listed for the business in either the
directory of certified businesses published by the Office of Minority and Women's
Business Enterprises, or the records of that office, the Contracting Agency's
determination, prior to award, that the business will perform a commercially useful
function shall prevail over the listed SIC code(s) in determining whether the DBE
participation goals established for the contract are met. The presence or absence of SIC
codes shall not be a basis for protest of an award.
Only firms with DBE certification will be counted toward the goal attainment of this
contract. Firms with only MBE or WBE certification are ineligible for goal attainment
and utilization of such firms for goal attainment will be rejected and may result in the
bidder's proposal being declared non-responsive.
Joint Venture Approval
Under authority of 49 CPR, money spent on contracts awarded to joint ventures can be
counted toward goal attainment when the procedure outlined in this specification is
followed.
a. Contents of joint venture agreement. The joint venture agreement shall be in
writing and signed under penalty of perjury by all of the joint venturers. Eachjoint
venture agreement shall specifY the contribution made by each joint venturer; the
control each will exercise; the potential for profit or loss and the distribution
thereof. Each of these elements shall be allocated in proportion to their
contribution. The joint venture agreement must also identifY the commercially
u.qeful function the joint venture will perform and the part of the work each joint
venturer will do. The agreement shall also specify which participant(s) are DBEs
and give documentations of DBE certification.
b. Requests for approval. Any joint venture may request approval by the Contracting
Agency. TIle request shall be in writing, shall include a written joint venture
agreement and shall contain a statement that gives the Contracting Agency
authority to audit the joint venture. A prospective bidder who has not been certified
as a joint venture may not be given a bid proposal unless the bidder has submitted
the joint venture agreement at least seven calendar days befol'e the date of opening
bids for a specified project. The agreement shall conform to the requirements of
CR09j3
Chlmacum Road Improvements
70
Schedule A
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subsection (a) of this section. The Contracting Agency will approve a joint venture
which submits an agreement that contains each of these specified elements,
c. Time of request. A request for approval of a joint venture shall be submitted and
approved before the time fixed for bid opening. If the joint venture is not approved,
the agency will award to the lowest responsive bidder or rebid.
d. Effect of approval. An approved joint venture is approved only for one specific
contract.
e. Investigation, The Contracting Agency may request additional information from an
enterprise seeking approval as a joint venture. Failure to provide the requested
information will result in the denial of the request for approval.
f. Complaints. Complaints regarding the opposition of validity of an approved joint
venture shall be written and shall be made to the Contracting Agency and to
OMWBE. The Contracting Agency will fully investigate each complaint and issue
a written report of its fmdings. The report will be provided to the complainant and
to OMWBE. Concurrently, the Contracting Agency may investigate complaints
pursuant to its rules and Chapter 39.19 RCW.
DOE Goals
In order to comply with the requirements of 49 CPR Part 23, the Contracting Agency
has established a DBE goal in the amount of:
..... 10% ... for Disadvantaged Businesses;
The bidder shall complete and submit with the bid, a Disadvantaged Business
Enterprise Utilization Certification which has been made a part of the proposal. This
certific.ation will be used to determine whether a bidder has complied with the DBE
goal requirements. The Contracting Agency will consider as unresponsive those bids
submitted which do not contain the certification, which contain an incomplete or false
certification, or which display insufficient projected use of DBEs. The Contracting
Agency expects that the bidder shall make every effort, through negotiations and/or
written solicitations, to meet the above specified goal. The Contracting Agency
expects each bidder shall attain the goal. After bids are opened, the Contracting
Agency in a letter will request specific infonnation regarding the DBEs submitted with
the bid package. This information shall describe the work to be performed by each
DBE and the total price for each item to be paid to each DBB on this project. The total
price for each item to be paid to each DBE may not be less than the prices listed on the
DBE certification portion of the bid. If the written information provided by the
Contractor indicates a greater dollar value of work to DBE's than the DBE utilization
certification submitted with the bid, then the greater dollar value indicated in the
Information will be included as a condition of award.
CR09SJ
Chlmacum Road Improvtllnents
71
Schedule A
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Counting DBE Participation Toward Meeting Goals
DBE participation shall be counted toward meeting goals set in accordance with the
following criteria:
a. Except as specified below, the total dollar value of the contract awarded to the
DBE is counted toward the DBE goal.
b. A portion of the total dollar value of a contract with an eligible joint venture
equal to the percentage of the ownership and control of the DBE partner in the
joint venture will be counted toward the DBE goal.
c. As described below, expenditures for materials and supplies obtained from
approved DBE regular dealers and manufacturers are counted toward the DBE
goal, provided that the DBE assumes the actual and contractual responsibility
for the provision of the materials and supplies.
(I) Manufacturers. A Contractor may count toward its DBE goal 100 percent
of its expenditures for materials and supplies required under a contract and
obtained from a DBE manufacturer only if the Contracting Agency approves
the description of the DBE's responsibilities for manufacturing the supplies in
advance of the bid opening. To obtain the Contracting Agency approval, the
bidder or manufacturing flml shall submit a written request which must be
received by the Contracting Agency no later than ten days prior to bid opening
describing the manufacturing process the DBE will perform. Once a firm's
manufacturing process has been approved it is not necessary to resubmit the
firm for approval unless the manufacturing process is changed. If the
Contracting Agency approval of the manufacturing process is not obtained prior
to the time fixed for opening bids, the expenditure to the DBE manufacturer
cannot be counted at full value. Partial counting of the DBE amount may be
allowed as a regular dealer or as a service provider as described below.
For purposes of this section, a manufacturer is a firm that opemtes or maintains
a factory or establishment that produces on the premises the materials or
supplies obtained by the Contractor.
(2) Regular Dealers. A Contractor may count toward its DBE goal 60 percent
of its expenditures for materials and supplies required under a contract and
obtained from a DBE regular dealer only if the Contracting Agency approves
them in advance of bid opening. To obtain approval, the bidder or regular
dealer shall submit a written request which must be received by the Contracting
Agency no later than ten days prior to bid opening describing the regular
dealer's responsibilities. Once a firm's regular dealer status has been approved
it is not necessary to resubmit the firm for approval unless the operating
procedures change. If the Contracting Agency approval of the regular dealer's
status is not obtained prior to the time fixed for opening bids, the expenditure to
CR09JJ
Chlmacum Road ImprO\l.ments
72
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the DBE regular dealer cannot be counted at 60 percent. Partial counting of the
DBE amount may be allowed as a service provider as described below.
For purposes of this section, a regular dealer is a firm that owns, operates, or
maintains a store, warehouse, or other establishment in which materials or
supplies required for the performance of the contract are bought, kept in stock,
and regularly sold to the public in the usual course of business. To be a regular
dealer, the firm must engage in, as its principal business and in its own name,
the purchase and sale of the products in question. A regular dealer in such
items as steel, cement, gravel, stone, and petroleum products need not keep
such products in stock if it owns or operates distribution equipment. Brokers
and packagers shall not be regarded as regular dealers within the meaning of
this section.
d, Service Providers: A Contractor may count toward its DBE goal the following
expenditures to DBE fums that are not approved as manufacturers or regular
dealers:
(I) The fees or commissions charged for providing a BONA FIDE service,
such as professional, technical, consultant, or managerial services and
assistance in the procurement of essential personnel, facilities, equipment,
materials, or supplies required for performance of the contract, provided that the
fee or commission is determined by the Contracting Agency to be reasonable
and not excessive as compared with fees customarily allowed for similar
services.
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(2) The fees charged for delivery of materials and supplies required on a job
site (but not the cost of the materials and supplies themselves) when the hauler,
trucker, or delivery service is not also the manufacturer of or a regular dealer in
the materials and supplies, provided that the fee is determined by the
Contracting Agency to be reasonable and not excessive as compared with fees
customarily allowed for similar services.
(3) The fees or commissions charged for providing any bonds or insurance
specifically required for the performance of the contract, provided that the fce
or commission is determined by the Contracting Agency to be reasonable and
not excessive as compared with fees customarily allowed for similar services.
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If any of the aforementioned manufacturer or supply services are commercially
unnecessary, such as the case when a firm acts only as a passive conduit in the supply
process or duplicates a service provided by others in the same chain of supply from
manufacturer to purchaser, no credit will be granted toward the DBE goal.
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CR09S3
Chlmacum Road ImproVllmllnl1l
73
Schedllltl A
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Selection of Successful Bidder
The successful bidder will be selected on the basis of having submitted the lowest
respon.<;ive bid which has met the DDE goal as established elsewhere in these contract
documents. Should the low and otherwise responsive bidder fail to attain the goal,
responsiveness will be determined on the basis of good faith efforts taken to attain the
goal. The Contracting Agency has established the following objective measurement of
good faith. Good faith will be determined in light of the DDE participation attained by
all bidders and by comparing the DDE participation to the average DDE participation
by all bidders. For purposes of computing the average DDE participation, only that
amount of the DDE goal attainment which does not exceed the established goal will be
used. Should the low bidder's DDE participation be lower than the average, the bid
will be considered unresponsive and shall be rejected. If the lowest bid is rejected, the
next lowest bid, or bids, will be examined under the forl:going criteria until the contract
is awarded or all bids rejected.
DBE Contract Compliance
The Contracting Agency will include a letter to the successful bidder setting forth the
Contractor's DDE obligations as a condition of award. Such letter shall be construed as
a contract specification at the time of award.
Only expenditures to DDEs that perform a commercially useful function in the work of
a contract will be counted toward the DDE goal. A DDE is consid.ered to perform a
commercially useful function when it is responsible for execution of a distinct element
of the work of a contract and canying out its responsibilities by actually performing,
managing, and supervising the work involved. To detennine whether a DDE is
performing a commercially useful function, the Contracting Agency may evaluate the
amount of work subcontracted, industry practices, and other relevant factors.
To ensure all obligations under contracts awarded to DDE are met, the Contracting
Agency will review the Contractor's DDE involvement efforts during the performance
of the contract. The Contractor shall bring to the attention of the Contracting Agency
any situation in which regularly scheduled progress payments are not made to DDE
subcontractors.
If DDE work is diminished or deleted by change order, other work of equivalent value
shall be substituted by the Contractor to the same DDE or substitute another certified
DDE to perform equivalent value work or provide good faith effort documentation.
In the event the DDE expects to share the resources of the prime contractor in the form
of facilitie's, financial assistance, equipment or personnel, a written plan shall be
submitted by the Contractor to the WSDOT External Civil Rights Unit before the DDE
commences work describing the facilities, financial assistance, equipment or personnel
to be shared to ensure that no violation to the performance of the commercially useful
function occurs. If the ODE is sharing resources with other than the prime contractor,
the above information shall be provided as requested by the Engineer.
CR09J3
Chlmacum Road Improvtlmcnts
74
ScIUldule A
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This information, among other things, will be used by the WSDOT External Civil
Rights Unit to ascertain the compliance of the Contractor(s) with the commercially
useful function provision of this specification.
Statutory Penalties
If a person, firm, corporation, or business does not comply with any provision of this
contract required under Chapter 39.19 RCW, the Contracting Agency may withhold
payment, debar the Contractor, suspend or terminate the contract, and subject the
Contractor to civil penalties of up to ten percent of the amount of the contract for each
violation. Willful repeated violations, exceeding a single violation, may disqualify the
Contractor from further participation in state contracts for a period of up to three years.
An apparent low-bidder shall be in compliance with these Contract Provisions as a
condition precedent to the granting of a notice of award by the Contracting Agency.
Further Information
If further information is desired concerning Disadvantaged Business Enterprise
participation, inquiry may be directed to:
External Civil Rights Unit
Office of Equal Opportunity
Washington State Department of Transportation
Transportation Bldg., P.O. Box 47314
Olympia, WA 98504-7314
or telephone - (360) 705-7085.
Fax (360) 705-6801
Proposal
The Disadvantage4 Business Enterprise Utilization Certification form is made a part of
this contract and is attached to the Proposal.
Federal Agency Inspection
March 13, 1995
Section 1-07.12 is supplemented with the following:
Required Federal Aid Provisions .
The Required Contract Provisions Federal Aid Construction Contmcts (FHWA 1273) and
the amendments thereto supersede any conflicting provisions of the Standard
Specifications and are made a part of this contmct; provided, however, that if any of the
provisions of FHWA 1273, as amended, are less restrictive than Washington State Law,
then the Washington State Law shall prevail.
The provisions of FHWA 1273, as amended, included in this contract require that the
Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together
with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be
included in each subcontract requiring the subcontractors to insert the FHWA 1273 and
CR09.fJ
Chimacum Road Improwmenls
75
ScMdule A
Road Improvements
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amendments thereto in any lower tier subcontracts, together with the wage rates. The
Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS,
is inserted in each subcontract for subcontractors and lower tier subcontractors. For this
purpose, upon request to the Project Engineer, the Contractor will be provided with extra
copies of the FHW A 1273, the amendments thereto, the applicable wage rates, and this
Special Provision.
Protection and Restoration of Property
Section 1-07.16 is supplemented with the following:
Archaeological And Historical Objects
March 13, 1995
It is national and state policy to preserve, for public use, historical and prehistorical objects
such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have
significance from a historical or scientific standpoint.
Archaeological or historical objects, which may be encountered by the Contractor, shall not
be further disturbed. The Contractor shall immediately notify the Engineer of any such
finds.
The Engineer will contact the archaeologist who will determine if the material is to be
salvaged. The Contractor may be required to stop work in the vicinity of the discovery
until such determination is made. If the archaeologist determines that the material is to be
salvaged, the Engineer may require the Contractor to stop work in the vicinity of the
discovery until the salvage is accomplished.
Loss of time suffered by the Contractor due to resulting delays will be adjusted in
accordance with Section 1-08.8.
Utilities And Similar Facilitics;
March 13, 1995
Section 1-07.17 is supplemented with 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.
Public and private utilities, or the,ir 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, unlcss
CR0953
Chlmacul/I Road Improv,menls
76
Schedule A
Road Improv,m,nts
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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 may be obtained from the Engineer. If no one-
number locator service is available, notice shall be provided individually to those owners
known to or suspected of having underground facilities within the area of proposed
excavation.
The Contractor is alerted to the existence of Chapter 19.122 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 facilities within the project limits are supplied for the Contractor's convenience:
Port Townsend Water Department
Attn. Mr. Robert Wheeler, P.E.
Public Works Director
5210 Kuhn St.
Port Townsend, Wa. 98368
Ph. 360-385-7212
Puget Sound Power and Light Company
Attn. June Hansen
310 Four Comers Road
Port Townsend, Wa. 98368
Ph. 360-385-0283
U.S. West
Attn. Mr. Joseph D. Pennington
635 N. Oakridge Drive
Port Angeles, Wa. 98362
Ph. 360-452.2379
Summit Cablevision
Attn. Lee Danihcr
1260 Port Hadlock, Wa. 98339
Ph. 360.385-7171
CR09'J
Chll//acum Road r~'prDVII"'~nlS
77
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2 Section 1-07.18 is supplemented with the following:
3
4 March 13, 1995
5 The cost to name the State as being insured shall be reported to the Engineer on DOT Form
6 421-025, Public Liability and Property Damage Insumnce Certification. This certification
7 shall identifY only the cost to provide insumnce coverage for the Contracting Agency and
8 shall not include any cost for the Contractor's portion of the insumnce. The Contractor
9 shall make every effort to identifY the cost. However, in the event the cost is not
10 identifiable, the Contractor will be permitted to report that fact in order to comply with the
II requirements of this subsection. The certification shall be submitted to the Engineer as
12 soon as the cost can be identified but not later than when the Contractor signs and returns
13 the Final Contract Voucher Certification for final payment as provided in Section 1-09.9.
14 This certification shall be subject to audit, in accordance with Section 1-09.12, to ensure
15 the costs are properly reported.
16
17 Traffic Control
18
19 Public Convenience and Safety
20 Section 1-07.23(1) is supplemented with the following:
21
22 March 13, 1995
23 The construction safety zone for this project is ... 10 feet ... feet from the outside edge
24 of the traveled way.
25
26 During nonworking hours equipment or materials shall not be within the safety zone unless
27 it is protected by permanent guard mil or tempomry concrete barrier. The use of tempomry
28 concrete barrier shall be permitted, only if the Engineer approves the insta1lation and
29 location.
30
31 During the actual hours of work, unless protected as described above, only materials
32 absolutely necessary to construction shall be within the safety zone and only construction
33 vehicles absolutely necessary to construction shall be allowed within the safety zone or
34 allowed to stop or park on the shoulder of the roadway;
35 The Contractor's nonessential vehicles and employees private vehicles shall not be
36 permitted to park within the safety zone at any time unless protected as described above.
37
38 Deviation from the above requirements shall not occur unless the Contractor has requested
39 the deviation in writing and the Engineer has provided written approval.
40
41 Flagging, Signs, and All Other Tramc Control Devices
42 Section 1-07.23(3) is supplemented with the following:
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CR09SJ
Chlmacum Road Improv,m,nts
ScluJdul. A
Rood Improv.ments
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3 Section 1-07.23(3)C is supplemented with the following:
4
5 Traffic Control requirements shall conform to the standards established in the latest edition
6 of the "Manual on Uniform Traffic Control Devices" and in the Standard Plans K-l
7 through K-21 , as adopted by the Washington State Tmnsportation Commission.
8
9 Construction Signs
10 Section 1-07.23(3)F is supplemented with the following:
11
12 March 13, 1995
13 The required signs will be available at ... Jefferson County Hadlock Shop, 371
14 Chimacum Road, Port Hadlock, Wa. 983339 ... on normal work days. The
15 Contractor shall provide an itemized list of required signs to the Engineer at least ten
16 working days prior to picking up the signs. The Contractor shall sign an itemized
17 receipt at the time of acquisition.
18
19 Signs shall be returned to ... Jefferson County Hadlock Shop, 371 Chimacum Road,
20 Port Hadlock, Wa. 98339 ... when their need has ceased, as determined by the
2] Engineer. The value of signs furnished by the Contracting Agency to the Contmctor is
22 fixed at $8.00 per square foot. The value of such signs which are damaged or not
23 returned will be deducted from payment due or to become due the Contmctor.
24 ,
25 Traffic Control Management
26 March 13,1995
27 The last sentence of the first paragraph of Section 1-07.23(3)0 is revised to read:
28
29 The Contractor may designate the project superintendent as the TCS.
30
31 (......)
32 Section 1-07 is supplemented with the following:
33 INSURANCE COVERAGE AND HOLD HARMLESS CLAUSE
34
35 Prior to commencing work, the Contractor/Consultant shall obtain at its own cost and
36 expense the following insurance from companies licensed in the State with a Best's mting of no
37 . less than A:VII. Contractor/Consultant shall provide to the County Risk Manager certificates of
38 insurance with original endorsements affecting insurance required by this clause prior to the
39 commencement of work to be performed.
40
4] The insurance policies required shall provide that thirty days prior to cancellation,
42 suspension, reduction or material change in the policy, notice of same shall be given to the County
43 Risk Manager by register mail, retum receipt requested, for all of the following stated insurance
44 policies.
45
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CR09J3
Chlmacum Road Imprnvem.nts
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If any of the insurance requirements are not complied with at the renewal date of the
insurance policy, payments to the Contractor/Consultant shall be withheld until all such
requirements have been met, or at the option of the County, the County may pay the renewal
premium and withhold such payments from the monies due the Contractor/Consultant.
All notices shall name the Contractor/Consultant and identify the agreement by contract
number or some other form of identification necessary to inform the County of the particular
contract affected.
A. Workers CompcnsationIL & 1- in compliance with the applicable compensation law of the
State of Washington.
B. General Liabilityl . with a minimum limit per occurrence of $1,000,000 per bodily injury,
death and property damage unless otherwise specified in the contract specifications. This
insurance shall indicate on the certificate of insurance the following coverages:
I. Broad Form Property Damage;
2. Personal Injury Liability;
3. Broad Form Contractual/Commercial Liability [contractors only];
4. Premises - Operations; and,
5. Independent Contractors and Subcontractors.
INOTE: The County shall be named as an additional insured under this policy.
C. Automobile2 - with a minimum limit per occurrence of $1,000,000 for bodily injury, death
and property damage unless otherwise specified in the contract specifications. This insurance shall
indicate on the certificate of insurance the following coverages:
I. Owned automobiles:
2. Hired automobiles; and,
3. Non-owned automobiles.
2NOTE: The County shall be named as an additional insured party under this policy.
Any deductibles or self-insured retentions shall be declared to and approved by the County
prior to the approval of the contract by the County. At the option of the County, the insurer shall
reduce or eliminate deductibles or self-insured retentions or the Contractor shall procure a bond
guaranteeing payment of losses and related investigations, claim administration and defense
expenses.
Contractor/Consultant shall include all subcontractors as insureds under its insurance
policies or shall fumish separate certificates and endorsements for each subcontractor. All
insurance provisions for subcontractors shall be subject to all of the requirements stated herein.
Failure of the Contractor/Consultant to take out Imdlor maintain any required insurance shall
not relieve Contractor/Consultant from any liability under the Agreement, nor shall the insurance
\/
CR09JJ
Chlmacum Road ImprOVllm_nt.r
80
Schedule A
Road Impruv_ments
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requirements be construed to conflict with or otherwise limit the obligations concerning
indemnification.
It is agreed by the parties that insurers shall have no right of recovery or subrogation against
the County (including its employees and other agents and agencies), it being the intention of the
parties that the insurance policies so affected shall protect both parties and be primary coverage for
any and all losses covered by the above described insurance. It is further agreed by the parties that
insurance companies issuing the policy or policies shall have no recourse against the County
(including its employees and other agents and agencies) for payment of any premiums or for
assessments under any form of policy. It is further agreed by the parties that any and all
deductibJes in the above described insurance policies shall be assumed by and be at the sole risk
of the Contractor/Consultant.
It is agreed by the parties that judgments for which the County may be liable, in excess of
insured amounts provided herein, or any pOrtion thereof, may be withheld from payment due, or to
become due, to the Contractor/ Consultant until such time as the Contractor/Consultant shall
furnish additional security covering such judgment as may be determined by the County.
The County reserves the right to request additional insurance on an individual basis for extra
hazardous contracts and specific service agreements.
The Contractor/Consultant hereby agrees to indemnifY and save harmless the County, its
officers, employees, and agents from and against all liability, loss or damage the County may
suffer as a result of any claims, demands, costs, judgments or damage to County property in the
care, custody or control of the Contractor/Consultant arising directly or indirectly out of this
agreement, including losses arising out of the negligent acts or omissions of the
Contractor/Consultant.
Claims against the County shall include, but not be limited to, assertions that the use or
transfer of any software, book, document, report, film, tape or sound reproduction or material of
any kind, delivered hereunder, constitutes an infringement of any copyright, patent, trademark,
trade name, or otherWise results in an unfair trade practice or in unlawful restraint of competition.
The Contractor/Consultant further agrees to provide defense for and defend any claims or
causes of action of any kind or character directly or indirectly arising out of this Agreement at its
sole expense and agrees to bear all other costs and expenses relating thereto.
Nothing il:l the foregoing clause shall prevent the County, at its option, from additionally
requesting that the Contractor/Consultant deliver to the County an executed bond as security for
the faithful performance of this contract. and for payment of all obligations of the
Contractor/Consultant.
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PROSECUTION AND PROGRESS
Subcontracting
Section 1-08.1 is supplemented with the following:
March 13, 1995
Prior to any subcontractor or agent beginning work, the Contractor shall submit to the
Engineer a certification (WSDOT Form 420-004) that a written agreement between the
Contractor and the subcontractor or between the subcontractor and any agent to the
subcontractor has been executed. This certification shall also guarantee that these subcontract
agreements include all the documents required by the Special Provision FEDERAL AGENCY
INSPECTION.
A subcontractor or an agent to the subcontractor wiIl not be permitted to perform any work
under the contract until the following documents have been completed and submitted to the
Engineer:
I. Request to Sublet Work (Form 421-012), and
2. Contractor and Subcontractor or Agent Certification for Federal-aid Projects (Form 420-
004).
The Contractor's records pertaining to the requirements of this Special Provision shall be open
to inspection or audit by representatives of the . Contracting Agency during the life of the
contract and for a period of not less than three years after the date of acceptance of the
contract. The Contractor shall retain these records for that period. The Contractor shall also
guarantee that these records of all subcontractors and agents shall be available and open to
similar inspection or audit for the same time period.
,
......
Progress Schedule
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March 13, 1995
The third sentence of the second paragraph of Section 1-08.3 is revised to read as follows:
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The schedule shall be developed by a critical path, bar graph, or similar type method.
Time for Completion
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Section 1-08.5 is supplemented with the following:
This project shall be physically completed within ...70 ... working days.
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MEASUREMENT AND PAYMENT
Force Account
March 13, 1995
Item 4 of Section 1-09.6 is supplemented with the following:
The following contract items may be eligible for force account mobilization:
Temporary Water Pollution Control
Roadside Cleanup
CLEARING, GRUBBING, AND ROADSIDE CLEANUP
Description
Section 2-01.1 is supplemented with the following:
(......)
Disposal Method No.1, Open Burning, as specified in Section 2-01.2(1) will not be allowed
on this project.
Disposal Method No. 1 will be allowed off the project in a Contractor provided disposal site.
Disposal of debris in a Contractor provided disposal site shall meet the requirements of section
2-03.3(7)C of the standard specifications.
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Constniction Requirements
Section 2-02.3 is supplemented with the following:
General Requirements
March 13, 1995
The second paragraph of Section 2-02.3(1) is supplemented with the following:
4.
I. Approximately 20 S.Y. of Asphalt Concrete Pavement outside of the
excavation area right of Sta. C3+04 to C3+79.
2. Approximately 25 S.Y. of Cement Concrete Curb, Outter and Sidewalk left of
Sta. C3+30 to C3+33 and right of Sta. C3+05 to C3+31
3. Approximately 170 existing Raised Pavement Markers'throughout the project.
ROADWAY EXCA V Al'lON AND EMBANKMENT
Measurement
Section 2-03.4 is supplemented with the following:
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March 13, 1995
Only one determination of the original ground elevation will be made on this project.
Measurement for roadway excavation and embankment will be based on the original ground
elevations recorded previous to the award of this contract. Control stakes will be set during
construction to provide the Contractor with all essential information for the construction of
excavation and embankments.
If discrepancies are discovered in the ground elevations which will materially affect the
quantities of earthwork, the original computations of earthwork quantities will be adjusted
accordingly.
Earthwork quantities will be computed, either manually or by means of electronic data
processing equipment, by use of the average end area method or by the finite element analysis
method utilizing digital terrain modeling techniques.
Copies of the ground cross-section notes will be available for the bidder's inspection, before
the opening of bids, at the Project Engineer's office and at the District office.
Upon award of the contract, copies of the original ground cross-sections will be furnished to
the successful bidder:. on request to the Project Engineer.
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ASPHALT CONCRETE PAVEMENT
Construction Requirements
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Section 5-04.3(11) is supplemented with the following:
March 13, 1995
The asphalt concrete pavement overlay, shall be feathered to produce a smooth riding
connection to the existing pavement.
Asphalt concrete pavement Class." B..., 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.
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March 13, 1995
The second sentence of Section 5-04.3(13) is revised to read as follows:
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lower edge of a 10-foot straightedge placed on the surface parallel to centerline.
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STORM SEWERS
Materials
Section 7-04.2 is supplemented with the following:
March 13, 1995
The following producers of thermoplastic storm sewer pipe have been prequalified in
accordance with the requirements of Section 9-05.19.
AASHTO M 294S Polyethylene Storm Sewer Pipe:
ADS N-12 Advanced Drainage Systems,Inc.
627 South 37th Street
Washougal, WA 98671
(800) 733-8523
Hancor Hi-Q Hancor, Inc.
6001 Belmore St. SW
Olympia, WA 98501
(800) 537-9520
AASHTO M 304 Corrugated Polyvinyl Chloride (pVC) Storm Sewer Pipe:
Contact the Headquarters Materials Laboratory.
/......
P.O. Box 167
Olympia, WA 98507-0167
(206) 753-7109
~....,-.
(......)
Section 7.05 is supplemented with the following:
CONNECTING TO EXISTING DRAINAGE STRUCTURE
Description
Where shown on the plans or where designated by the Engineer, the Contractor shall connect
Plain Concrete Storm Sewer Pipe to existing drainage structures.
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Materials sltall meet the requirements of Section 7-05.2
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The Contmctor shall excavate completely around. the existing drainage structure to prevent
unbalanced loading. The drainage structure shall be kept in operation at all times and the
necessary precautions shall be taken to prevent debris or other material from entering the
sewer, including a tight pipeline bypass through the existing channel if required.
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All damage to the existing drainage structure resulting from the Contractor's operation shall be
repaired at no expense to the Contracting Agency.
Measurement
Connecting To Existing Drainage Structure will be measured per each.
Payment
The unit contract price per each for "Connecting to Existing Drainage Structure" shall be full
pay for performing the work as specified.
CEMENT CONCRETE PAVEMENT
(......)
Cement Concrete Approach 3 Day
Construction Requirements
Section 5-05.3(18) is supplemented with the following:
All cement concrete approaches fourteen feet or greater in width shall be constructed one half at a
time to allow uninterrupted access to the adjoining property.
EROSION CONTROL "
Construction Requirements
.....
Seeding
Section S-01.3(4)A is supplemented with the following:
March 13, 1995
Grass seed, of the following composition, proportion, and quality shall be a~plied at the
mte of ... SO... pounds per acre on all areas requiring roadside seeding WIthin the
project:
Kind and Variety of %By Minimum % Minimum %
Seed in Mixture ~ Pure Seed Germination
Colonial Bentgra~s 10 9.S(rnin.) S5
....
Red Fescue 40 39.2(min.) 90 )
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Perennial Rye 40 39.2(min.) 90 ,-
White Dutch Clover 10 9.S(min.) 90 ,_\
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Weed Seed 0.5(max.)
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Inert and Other Crop 1.5(max)
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Fertilizing
Section 8-01.3(4)8 is supplemented with the following:
March 13,1995
Sufficient quantities of fertilizer shall be applied to supply the following amounts of
nutrients:
Total Nitrogen as N - ... 135... pounds per acre.
Available Phosphoric Acid as P205 - ...60 ... pounds per acre.
Soluble Potash as K20 - ... 60 ... pounds per acre.
Ninety pounds of nitrogen applied per acre shall be derived from isobutyUdene diurea. The
remainder may be derived from any source.
The fertilizer formulation and application rate shall be approved by the Engineer before
use.
Mulching
Section 8-01.3(5) is supplemented with the following:
March 13, 1995
...wood cellulose ... mulch shall be applied at a mte of ... 2000 ... pounds per acre.
CURBS, GUTTERS, AND SPILLWAYS
'.....
Construction Requirements
(......)
Section 8-04.3 is supplemented with the following:
CEMENT CONCRETE BARRIER CURB AND GUTTER
In addition to the requirements of Section 8-04 of the Standard Specifications, the following shall
apply to this contract:
All cement concrete ba:rrier curb and gutter placed adjacent to cement concrete approaches
fourteen feet or greater in width shall be constructed one half at a time to allow uninterrupted
access to the adjoining property.
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Section 8-04 is supplemented with the following:
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EXTRUDED CEMENT CONCRETE CURB
Description
This work lihall consist of the construction of Extruded Cement Concrete Curb (Type 6 per Standard
Plan F-2b) at the locations shown in the Plans or designated by the Engineer
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Materials
Materials shall meet the requirements of section 8-04.2 of the Standard Specifications.
Construction Requirements
Construction shall be in accordance with section 8-04.3(I)A of the Standard Specifications,
Measurement
Extruded Cement Concrete Curb will be measured by the linear foot along the line and slope of the
completed curb.
Payment
The unit contract price per linear foot for "Extruded Cement Concrete Curb" shall be full pay for
performing the work as specified.
(......)
Section 8-04 is supplemented with the following:
MOUNTABLE ASPHALT CONCRETE CURB
Description
Where sl10wn on the plans or where designated by the Engineer, the Contractor shall construct
Mountable Asphalt Concrete Curb.
Materials
Mountable Asphalt Concrete Curb shall be constructed of an asphalt concrete mix that will have a
dense, uniform surface and will fully retain its shape, grade, and line after placement. The mix
components shall meet applicable requirements for asphalt concrete specified in Section 5-04 of the
Standard Specifications and shall be approved by the Engineer.
-....
Construction Requirements
Mountable Asphalt Concrete Curb shall be placed, shaped, and compacted true to line and grade with
an approved machine capable of shaping and thoroughly compacting the materials to the required
cross-section. If the mountable curb is to be placed in a separate opemtion not integral with the
asphalt concrete pavement, immediately prior to placing the curb, a tack coat of asphalt at the rate
ordered by the Engineer shall be applied to the surface upon which the mountable curb is to be
placed.
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Mountable Asphalt Concrete Curb will be measured by the linear foot along the line and slope of the
completed curb.
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The unit contract price for "Mountable Asphalt Concrete Curb" per linear foot shall be full pay for
performing the work 89 specified.
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RAISED PAVEMENT MARKERS
Materials
Section 8-09.2 is supplemented with the following:
March 13,1995
The following raised pavement markers have been tested and prequalified for use:
Rais<<:d Pavement Markers Type 1
Zumar
TM40WN
RIlised Pavement Markers Type 2
Pac. Tee, Inc.
Stimsonite
Ray-O-Lite Model AA & Ray JR
Stimsonite 88, 911, 948, & 953
Raised Pavement Marken Type 3
Engineered Plastics, Inc.
Guideline
Manufacturers addresses and telephone numbers are as follows:
Engineered Plastics, Inc.
1 500A Copper Hill Parkway
Santa Rosa, CA 95403
(707) 579-1518
Pac-Tee, Inc.
Box 877
Newark, OH 43058-0877
(800) 848-7025
Zumar Industries Inc.
P.O. Box 11305
Tacoma, WA 98411
(800) 562-7030
GUIDE POSTS
Stimsonite Corpomtion
7542 N. Natchez Ave.
Niles, IL 60648
(312) 647-7717
Materials
Section 8-10.2 is supplemented with the following:
April %4, 1995
Reflective sheeting shall be one of the following pre-approved products:
I. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000
3. 3M Diamond Grade
4. Stimsonite High Performance Grade
Flexible ground mount guide posts shall be one of the following:
CR09SJ
Chlmacum Road Il/lprOWlm,n/a
89
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~i= 6 Corporation, Hayward, CA.
!!.!~I 7
~~f 8 .. Two digit number, which indicates the length above the anchor in inches required to
~::i IT 9 meet field conditions.
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w UJ E 14 Stow,OH.
~~ 15
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0_ E 17 OH.
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!!:bl 19 Guardrail mount guideposts used on this project sMlI be one of the following: I
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u- 21 1. "FlexStake";-702.25, PS Products, Snohomish, WA.
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24 I
25 3. "Safe-Hit", SH2270RD, Safe-Hit Corpomtion, Hayward, CA. "
E 26
27 4. "Survivor", CDS30270l, Carsonite Inti., Carson City, NV.
1- 28
29 5. "GRD-l ", Guardrail Delineator, GreenLine Products, Stow, OH.
30
I 31 6. "GRD-2", Guardrail Delineator, GreenLine Products, Stow, OH.
32
r 33 MONUMENT CASES
34
. 35 Description
I 36
37 March 13, 199!!1
38 Section 8-13.1 is deleted l'lI1d l'Cplaced by the following:
I 39
40 This work shall consist of furnishing and placing monwnent cases, covers, ond pipes in
. 41 accordance with the Standard Plans and these Specifications, in conformity with the lines and
I 42 locations shown in the Plans or 89 staked by the Engineer.
43
44 Materials
I 45 Section 8-13.2 is supplemented with the following:
CROPJ3 90 ScINdul1l A
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(......)
The monument cover as shown in Standard Plan H-7 shall be lettered only with the word
"MON".
The pipe shall be Schedule 40 galvanized pipe.
Construction Requirements
March 13, 1995
The last paragmph of Section 8-13.3 i~, revised to read:
The Engineer will be responsible for placing the concrete core and tack or wire inside the pipe.
Measurement
March 13, 1995
Section 8-13.4 is deleted and replaced by the following:
Measurement of monument case, cover, and pipe will be by the unit for each monument case,
cover, and pipe furnished and set.
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March 13, 1995
Section 8-13.5 is deleted and replaced by the following:
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(......)
Section 8-13 is supplemented by the following:
REMOVE AND RESET MONUMENT CASE AND COVER
Description
This work shall consist of removing the existing concrete monument, monument case and cover at
sta.C3+43.69, storing in a safe location until after the final course of surfacing has been placed,
resetting the concrete monument, monument case and cover in accordance with the Standard Plans
and these Specifications, at the location staked by the Engineer.
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Materials shall meet the requirements of the following sections:
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Section 6-02
CR09J3
Chlmacum Road Improvemllnl,'
91
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Road ImprOWMllnts
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Construction Requirements
The existing concrete monument shall be reset at sta. C3+43.69, in accordance with Section 8-
13.3 of the Standard Specifications. The final positioning of the monument shall be coordinated
with the Engineer.
Measurement
Measurement of "Remove and Reset Monument Case and Cover" will be by the unit for each
monument, monument case and cover removed and reset.
Payment
1. "Remove and Reset Monument Case and Cover", per each.
(......)
Section 8-14 is supplemented with the following:
CEMENT CONCRETE SIDEWALK END RAMP
Description
This work shall consist of constructing cement concrete sidewalk end mmps in accordance with
details shown in the Plans !lDd these Specifications and in conformity to the lines and grades shown
in the Plans or as established by the Engineer.
Materials
Materials shall meet the requirements of Section 8-14.2 of the Standard Specifications.
'---.
Construction Requirements
Construction shall be in accordance with Section 8-14.3 of the Standard Specifications.
Measurement
Cement Concrete Sidewalk End Ramps will be measured by the square yard of finished surface.
Payment
The unit contract price per square yard of "Cement Concrete Sidewalk End Ramp" shall be full pay
for performing the work 89 specified.
Payment for excavation of material not related to the construction of the sidewalk end mmp but
necessary before the sidewalk end mmp can be placed, when and if MOwn in the Plans, will be made
in accordance with the provisions of Section 2-03 of the Standard Specifications. Otherwise, the
Contractor shall make all excavations including haul and disposal, regardless of the depth required
for constructing the sidewalk end mmp to the lines and grades shown, and shall include all costs
thereof in the unit contract price per square yard for "Cement Concrete Sidewalk End Ramp."
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Construction Requirements
Sign Removal
March 13, 1995
Section 8-21.03(4) is supplemented with the following:
The stockpile site for the signs removed by the Contractor, shall be ... Jefferson County
Hadlock Shop, 371 Chimacum Road, Port Hadlock, Wa. 98339 ....
PAVEMENT MARKING
Materials
Section 8-22.2 is supplemented with the following:
March 13, 1995
The following pavement marking materials have been tested and prequalified for use:
Paint Pavement Marking - Sprayed Applications
Columbia Paints & Coatings White - 17-245- WW
Daniel Boone Paint Inc. White - 7371
Norris Paintfl'MT White - BHW4WI-1
Norris Paints/TMT White - BHW8WI-1
Norris PaintsfI'MT White - BHW8WI-3
Daniel Boone Paint Inc. Yellow -7372
Daniel Boone Paint Inc. Yellow -7382
Norris Paints!TMT Yellow - BHW8Y2-2
Norris PaintsfI'MT Yellow - BHW8Y2-3
Plastic Pavement Marking - Preformed Tapes (Transverse Applications)
Advance Traffic Marking Series 300 - 60 mil
Advance Traffic Marking Series 400 - 90 mil
Brite-Line Industries Inc. Series 1000 - 60 mil
Flint Trading Inc. Premark - 125 mil
Linear Dynamics Inc. Prismo Brand - 60 mil
Linear Dynamics Inc. Prismo Branch - 90 mil
Pave-Mark Corpomtion Hot Tape - 90 mil
3M Company Stamark 380 - 60 mil
3M Company Stamark 420 - 60 mil
Materials listed in this category are allowed for transverse Wld legend applications only.
Installation on bituminous surface treatment (BST) pavement is not allowed.
CR09J3
Chlmacum Rood ImprtWemunls
93
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3M Company Stamark 380 - 60 mil '
Installation on bituminous surface treatment (BST) pavement is not allowed.
Plastic Pavement Marking - Extruded Applications (Statewide)
Lafrentz Road Service Ltd. Lafrentz Thermoplastic - 125 mil
Norris PaintsIfMT Dura-Stripe - 90 mil
Nolrls PaintsITMT Norline Thermoplastic TP - 125 mil
Pave-Mark Corporation Pave-Mark Alkyd - 125 mil
Pave-Mark Corporation Pave-Mark Hydrocarbon - 125 mil
Plastic Pavement Marking - Extruded Applications
(Western Washington only)
Cataphote Inc. Catatherm ABITOL - 125 mil
Swedish A.B. Cleanosol CleanosollT - 125 mil
Plastic Pavement Marking - Extruded, Profiled Longline Applications (Western
Washington only)
Brite-Line Industries Vibraline
Morton International Dura-Stripe
Pave-Mark Corpomtion Aqualite
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AIl materials shall be applied with profiles at 20 inch centers. Base line thickness shall be 90
mils min. Profiles shall be 350 mils thick with a tolerance of SO mils. Profile width shall be a
minimum of 80% of the line width. Profile longitudinal length shall be a minimum of 1.5
inches. All thicknesses are measured from the pavement surface.
Plastic Pavement Marking - Sprayed Applications
Norris Paints/I'MT Dura-Stripe - 40 mil
Manufacturers addresses and telephone numbers are as follows:
Brite-Line Industries, Inc.
81 Hartwell A vellue
Lexington, MA 02173
(800) 231-8902
Flint Trading Inc.
P.O. Box 160
Thomasville, NC 27360-0160
(910) 475-6600
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Cataphote Inc.
P.O. Box 2369
Jackson, MS 39205
(800) 221-2574
Linear Dynamics Inc.
400 Lrmidex Plaza '
Parsippany, NJ 07054
(20 I) 884-0300
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Chlmacum Road ImprOW1mellls
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~~r 9 15701 Nelsen Place South 1675 Commercial Street NE
u..<, 10 Tukwila, WA 98188 P.O. Box 2023
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~u.J1 [ II (206) 228-7767 Salem, OR 97303
I- ~: 12 (800) 835-3357
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~~ 15 909 Grace Street Pave-Mark Corporation
ucr.' 16 Elgin, IL 60120-8419 P.O. Box 94108
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~u 18 (404) 351-9780
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u-j Kristianstad, Sweden
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23 TEMPORARY PAVEMENT MARKINGS
24 ---
I. 25 Materials
26 Section 8-23.2 is supplemented with the following:
27
t 28 March 13,1995
29 The following pavement marking materials have been tested and prequalified for use:
30 Paint Pavement Marking - Sprayed Applications
I 31 Columbia Paints & Coatings White - 17-245-WW
7 32 Daniel Boone Paint Inc. White - 7371
I 33 Norris PaintlJ'MT White - BHW4WI-1
I 34 Norris PaintsITMT White - BHW8WI-1
0 Norris PaintsrrMT White - BHW8WI-3
35 )
[ 36 Daniel Boone Paint Inc. Yellow -7372 ./-,
37 Daniel Boone Paint Inc. Yellow -7382
38 Norris PaintsrrMT Yellow - BHW8Y2-2
I 39 Norris PaintsrrMT Yellow - BHW8Y2-3 \:
40 I'
. 41 Preformed tapes are not allowed on bituminous surface treatment (BST) pavement. 0 0
I 42
43 Temporary Pavement Marking. Removable Preformed Tapes \'
44 Advance Traffic Markings A TM Series 200
r 45 Brite-Line Industries Inc. Series 100
CR09j3 95 Sclwdul, A
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36
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40
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42
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44
45
Brite-line Industries Inc. Series 200
3M Company Scotch-Lane Detour Grade
Series 5710/5711
3M Company Scotch-Lane Detour Grade
Series 620/621
Temporary Pavement Marking - Non-removable Preformed Tapes
3M Company Scotch-Lane Foil Tape Series 5160/5161
Temporary Raised Pavement Marken Type 2 (Loog Term)
Tempomry pavement markers for long term (6 months or less). Raised pavement markers
approved for permanent installations can also be used.
Astro-Optics Corp. Model TPM
Davidson Plastics Co. RPM Standard Grade
Davidson Plastics Co. RPM Work Zone Grade
Elgin Molded Plastics, Inc. EMPCO 900
Flex-O-Line RCM
3M Company Series 240
Stimsonite Model 66
Stimsonite Model 66GB
Temporary Raised Pavement Marken Type 2 (Short Term)
Tempomry pavement markers for short term (14 days or less). Raised pavement markers
approved for permanent or long term installation can also be used.
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Astro-Optics Model TPM
Davidson Plastics Co. RPM Standard Grade
Davidson Plastics Co. RPM Work Zone Grade
Elgin Molded Plastics, Inc. EMPCO 900
Davidson Plastics Co. TOM
Flex-O-Line RCM
3M Company Series 240
Stimsonite Model 66
Stimsonite Model 66GB
Stimsonite Model 300
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Tempomry pavement markers for short term (14 days or less) at seal cOat locations.
Davidson Plastics Co. TRPM
Stimsonite Model 301
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Pac-Tee, Inc. Ray-O-Lite Model AA & Ray JR
CR09J3
Chlmacum Road ImproVflm,nts
96
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eno IT 5 Astro-Optics Corp Lukens Gen. Industries, Inc.
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CJlu.. CarpentersviIle, IL 60110 P.O. Box 4366
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~~ II 8 (800) 444-4420 St. Louis, MO 63123
~::i 9 (800) 325-9525
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~~ Ii 13 Roanoke Rapids, NC 27870 Saint Paul, MN 5501 5
UJ w' 14 (919) 536-2574 (612) 733-8937
~~ 15
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~~l E 19 Lexington, MA 02173 1675 Commercial Street NE
UJen 20 (800) 231-8902 P.O. Box 2023
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23
24 Columbia Paints & Coatings, Pac. Tec, Inc. '-
E 25 N. 112 Haven Box 877
26 P.O. Box 4569 Newark, OH 43058-0877
E 27 Spokane, W A 99202-0569 (800) 848-7025
28 (509) 535-9741
29 \.-'~
I 30
31 Daniel Boone Paints, Inc. Stimsonite Corpomtion
32 15701 Nelsen Place South 7542 N. Natchez Ave.
! L 33 Tukwila, WA 98188 Niles, IL 60648
. 34 (206) 228-7767 (312)647-7717 i.
35 )
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37 Davidson Plastics Co.
38 18726 E. Valley Highway
I 39 Kent, W A 98031 n< "..
I 40 (206) 251-8140 . Y"
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42 Elgin Molded PIa.Qtic9, Inc.
43 909 Orace Street
I 44 Elgin, IL 60120-8419
45 (800) 654-8182
I ' CR09JJ 97 ScIMdul. A
Chlmacum Road Improwmllnts Road Impruwm.nts
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39
40
41
42
~SCELLANEOUSCONSTRUCTION
Division 8 is supplemented with the following:
(......)
LANDSCAPING
POLY ROOT BARRIER
Description
Where shown on the plans or where designated by the Engineer, the Contractor shall furnish and
place Poly Root Barrier.
Materials
Poly Root Barrier shall be a commercially available, black goetextile landscape fabric suitable for
the intended use and shall be approved by the Engineer. The material shall be resistant to the
sun's u1tmviolet mys and meet the following specifications:
Dupont Landscape Fabric: Permeable, black, polypropylene fabric as manufactured by the
DuPont Company, Wilmington, DE.
Dewitt Weed Barrier: Permeable, black, polyethylene fabric as manufactured by Dewitt Co. Inc.,
Sikeston, MO
Or approved equal.
Construction Requirements
The area to be covered by the root barrier shall be gmded to a smooth uniform condition free
from ruts, potholes, and protruding objects such as rocks or sticks. The barrier shall not be
exposed to sunlight during insta1lation for a total of more than five calendar days. The barrier
shall be laid smooth without excessive wrinkles.
Pegs, pins, or the manufacturer's recommended method shall be used as needed to hold the
barrier in place. The barrier shall be secured to the slope, but shall be secured loosely enough so
that the fabric will not tear when the Ornamental Red Rock is placed on it. If the barrier is tom
or punctured or the overlaps or sewn joints disturbed, as evidenced by visible geotextile damage,
the damaged area shall be removed and the damaged area repaired or replaced by the Contractor
at no cost to the Contracting Agency.
Joints will be allowed but shall be overlapped a minimum of I foot or sewn together.
Measurement
Poly Root Barrier will be measured by the square yard for the ground surface area actually
covered.
CR09.53
Chlmacum Road Impr01ll1mllnl,
98
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Road Impr01lllm.nls
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Payment
The unit contract price per square yard for "Poly Root Barrier" shall be full pay to complete the
work as specified.
Division 8 is supplemented with the following:
(......)
ORNAMENTAL RED ROCK
Description
Where shown on the plans and where designated by the Engineer, the Contractor shall furnish
and place ornamental red rock.
Materials
The material shall be a commercially available red volcanic rock from 1/2" to 3/4" in size.
Construction Requirements
Placement of the ornamental red rock over the poly root barrier shall start at the toe of the slope
and precede upwards. A minimwn of 0.25 feet of cover is required.
Measurement
Ornamental red rock will be measured by the cubic yard in the haul conveyance at the point of
delivery .
Payment
The unit contract price per cubic yard for "Ornamental Red Rock" shall be full pay to complete
the work as specified.
STANDARD PLANS
April 24, 1995
The State of Washington Standard Plans for Road, Bridge and Municipal Construction transmitted
under Publications Tmnsmittal No. 80-34, dated May 30, 1980, and as revised under Publications
Tmnsmittal No. 81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982, transmittal No.
82-58 dated December, 1982, transmittal No. 83-80 dated October, 1983, transmittal No. 83-87 dated
November, 1983, transmittal No. 84-015 dated June, 1984, transmittal No. 85-005 dated March,
1985, transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated July, 1987, transmittal
No. 87-067 dated December, 1987, transmittal No. 88-035 dated June, 1988, transmittal No. 88-059
dated November, 1988, transmittal No. 89.012 dated April, 1989, transmittal No. 89-077 dated
December, 1989, transmittal No. 90-022 dated April, 1990, transmittal No. 90-050 dated October,
1990, transmittal No. 91-010 dated April, 1991, transmittal No. 91-047 dated November, 1991,
transmittal No. 92-017 dated July, 1992, transmittal No. 92-055 dated December, 1992, and
transmittal No. 93-067 dated November, 1993, and tran.qmittal No. 95-001 dated January, 1995 is
made a part of this contract.
CR09SJ
Chlmacum Road Improvements
99
ScJl.dulo A
Rood Impruv.mllnlf
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The Standard Plans are revised as follows:
Concrete class designations shown on any of these Standard Plans shaI1 be changed to read as
follows:
From
Current DesiilDation
Class A and AX
Class D and DX
Class B and C
Class LS
To
New Desiil18tion
Class 4000
Class 4000W
Class 3000
Class 4oo0LS
lhlJl
The last sentence of Note 4 is revised to read:
Knockout or cutout hole size is equal to pipe outer diameter plus catch basin wall
thickness, 26" MAX.
B:2h
The following sentence is added to Note 4:
Bolts shall not extend more than 3/4 inch above the nut.
B:ll
The last note is revised to read "*1'_0" for diameters 12" through 42" and for spans through
SO". 2'0" for diameters greater than 42" and for spans greater than SO".
',-
On all three details, the label "Gravel backfill for pipe bedding" is revised to read
"Gravel backfill for pipe bedding compacted to 95% maximum density".
\',. ~
B.:ll
Notes 13 and 14 are revised to read:
13. If the total of all C values is greater than I and less than 1.75, divide the total of all K
values by the total of all C values to get "Time required by specification".
'-
14. If the total of all C values is greater than 1.75, divide the total of all K values by 1.75
to get "Time required by specification".
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IS. When testing non air-permeable pipelines, tl1e preS8ure drop shall be from 3.5 to 3.0
psi greater than the average back pressure above the center of the pipe and minimum
time shall be twice that comput~ in notes 12 through 14 above.
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Notes IS and 16 are added as follows:
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16. When testing storm sewer pipe, the allowable leakage is 0.0060 cubic feet per minute
per square foot of internal pipe surface area. Divide the time, tq. as calculated in Notes
12 to 14 above, by 2.
The line under the nomograph is revised to read:
NOMOGRAPH FOR THE SOLUTION OF K=o.0111d2 L,
C=O.0003918dL & tq=K+C
In the table, K and C are revised as follows:
K=o.011ld2L
C=O.0003918dL
ll::2a
On the Type I Anchor detail, "112 wire rope" is revised to read "5/8" wire rope".
On the Type 2 and Type 3 Anchor details, "112" steel cable is revised to read "5/8" steel
cable."
0::2
In the Material Specifications Table, the Steel Structure data for Chords, End Posts, End Posts
Struts & Diags. is revised to read:
A.S.T.M. A-36 or A.S.T.M. A-53 Grade 8, Type E or S or A-500, Grade B
;.....
0::2a
In the Typical Joint Detail notes, "112" + Hole in chord at each end of all diagonals and struts.
Steel structure only." is revised to read "3/4" + drain hole for steel structures when span length
is 60' or less, and I" + drain hole for steel structures when span length is longer than 60' .
The End Post Finial detail and notes are deleted, and the following note is added:
See Finial Detail on Standard Plan G-3.
i.
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In the Typical Truss Detail notes, "112" + Hole in chord of each end ofali diagonals & struts."
is revised to read "3/4" + drain hole for steel structures when span length is 60' or less, and I"
+ dmin hole for steel structures when span length is longer than 60'.'
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ASTM A-36 or A-53, Grade B, Type E or S or A-500, Grade B
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CR09j3
Chlmocum Road Impr~menu
101
Schedule A
Road Imp,owmenu
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In the Date column of the Revision block a date of2/18/94 is added.
1=1J;.
In the Date column of the Revision block a date of 2/18/94 is added. .
K-2 throuih K-B and K-15 throuih K-21
These plans are for use only on Local Ageney projects.
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~~~~~~: .
A-I...... 11/19/93
A-l.......3/12/93
A-2.......10/11/93
A-2 .......10/11/93
A-3 .......10/05/90
A-3.......10/05/90
A-4.......12/13/91
C-2n................ 9/04/91
C-2p................ 8/12/92
C-3..................10/11/93
C-3a................ 10/11/93
C-3b................ 10/11/93
C-3b................ 10/11/93
C-3e................ 8/12/94
C-4..................3/18/94
C-4a................ 9/20/91
C-5.................. 10/11/93
C-6..................4/05/93
C-6..................4/05/93
C-6a................l/21185
C-6b................ 1/21/85
C-6c ................ 4/05/93
C-6d................ 4/05/93
C-6e ................ 4/05/93
C-6e................ 4/05/93
C-6e................ 4/05/93
C-6e................4/05/93
C-6f ................4/16/90
C-6g................ 10/24/88
C-7.................. 6/12/87
C-7a................3/09/90
C-8..................5/01/92
C...lla................4/11186
C-8b................ 11/15/85
C-8e................6/04/85
C-8d................ 1/04/88
C-8d................ 1/04/88.
C-9a................ 3/18/94
C-9b................ 12/02/88
B-1 .......5/7/93
B-1 a .....5/7/93
B-lb.....l0/21/94
B-le .....5/7/93
B-1 f......5/7/93
B-lh.....1I05/87
B-lj ......1130/87
B-lz.....5/07/93
B-2.......9/19/83
B-2a .....12/12/83
B-2b .....3/19/84
B-3 .......9/13/91
B-3.......9/13/91
B-3a .....10/13/89
B-4.......1/25/80
B-4b .....9/07/84
B-4c .....9/07/84
B-4f......9/19/83
B-4g .....9/19/83
B-4h .....12/29/89
B-4h.....12/29/89
B-S .......7/8/94
B-sa .....7/8/94
CR09'J
ChlnlQcllm Road InlprtTII'",'1I11
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H-l .............10/16/92
H-l a ...........10/16/92
H-lb...........1O/16/92
H-l e ...........1 0/16/92
H-ld...........8/12/94
H-l e ...........10/16/92
H-2.............12129/89
H-3.............2/18/94
H-3a ...........10/16/92
H-3a ...........10/16/92
H-S .............6/28/85
H-Sa ...........6/28/85
H-Sb...........6/28/85
H-Se ...........7/17/81
H-Sd...........2/08/91
H-Sd...........6/14/91
H-6 ............. 7/17/81
H-7.............9/07/90
H-7a...........l1/28/83
H-8.............11/26/79
H-9.............2/22/82
H.l 0 ...........4/22/88
H-12 ........... 9/18/92
H-12...........9/18/92
H-12 ........... 9118/92
H-13...........3/15/91
H-13a.........3/1S/91
1-1...............11/26/79
l.la.............l1/26/79
1-2...............2/04/82
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wu 3 B-6b.....ll/26/79 C-I2a..............12/23/93 J-l ..............S/07/93
....0 B-7.......9/22/88 C-12b...... (DELETED) J-l a....(DELETED)
Uc 4
~wl' r: 5 B-7a .....8/17/90 . J-l b ............4/05/93
~~! 6 B-8.......3/12/84 D-la ...............4/05/93 J-l b ............4/05/93
!Q 15i 7 B-8a .....3/29/82 D-la................ 4/05/93 J-l b ............4/05/93
:E ~I [ 8 B-9 .......9/20/89 D-lb ...............4/05/93 J-l e............. 7/24/87
~::; 9 B-9a .....3/15/91 0-1 b ............... 4/05/93 J-l e.............S/l 0/82
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:I:w 11 B-ge .....1 !/01/91 D-ld ............... 11/06/92 J-3 ..............11107175
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WWj 14 B-l1.....1/25/80 0-3 ................. 1/25/80 J-3e............. 1/06/89
~a; 15 B-12.....1I25/80 0-4 ................. 5/23/83 J-3d ............ 1/06/89
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Ww 17 B-13b ...12/02/85 0-5 .................4/09/93 J-5a............. 7/17/81
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~~l I, 19 B-13d...12/02/8S 0-58................4/09/93 J-6f.............2i22/82
wen 20 B-14.....12/02/85 0.6.................8/25/88 J-6g ............2/22/82
~~.1 21 B-15.....7124/87 0-6................. 8/25/88 J-6h ............2/22/82
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23 B.18.....3/19/84 D-7a................ 1/04/80 J-7e.............2118/94
24 B-18a ...9/06/83 0-8 ................. 1/04/80 J-7d ............10/12/92 '....
I' 25 B.18b...l0/03/83 0-9 ................. 8/17190 J-7d ..........., 10/12192
26 B-18e ...2/21191 0-9.................8/17190 J-8a.............9/1S/87
I 27 B-19.....10/03/83 J-9a.............4/24/86
28 B-20 .....9/19/83 E.l ..................6/29/90 J-I0............3/07/88
29 B-20a ...9/19/83 E-2.................. 8/27/93 J-l1a ..........7/19/85
I 30 B-20b ...9/06/83 E-2.................. 8/27/93
31 B-20e ...9/06/83 E-3.................. 11/26/79 K-l (DELETED)
32 B-20d ...9/19/83 E-4.................. 8/07/86 K-2 4/24/92
I 33 B-20f ...5/07193 E-4a................ 12122/87 K-3 10/18/91
I 0 34 B-21.....12/04/8S E-5.................. 1/25/80 K-4 4/24/92 i.
3S B-22.....9/19/83 K-S 4/24/92 ,)
I 36 B-23a ...10/11/93 F-l .................. 3/13/92 K-6 4/24/92 ;,..
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37 B-23b ...5/07/93 F-2 .................. 11/26/79 K-7 4/24/92
38 B-23e ...10/11/93 F-2a ................ 11/26/79 K-8 101] 8/91 \
I 39 B-23d ...10/11/93 F-2b ................ 2/21/91 K-9 4/24/92 . I rt
40 B-24.....3/18/94 F-4.................. 1118/90 K-I0 4/24/92
41 B-25 .....5/20/94 F-5 .................. 1/18/90 K-ll 4/24/92 0 0
I 42 B-26 10/11/93 F-6 .................. 5/07193 K-12 4/24/92
43 K-13 10/18/91
I 44 C-l.......9/26/94 0-1 ................. (DELETED) K-14 (DELETED)
4S C-l .......9/26/94 0-2................. 9/06/83 K-ls 4/24/92
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C-la .....10/11193
C-lb.....3/31/89
C-le .....9/04/87
C-l d .....5/09/88
C-2 .......2/09/89
C-28 .....10/11193
C-2b .....4/29/94
C-2e .....3/18/94
C-2d .....2109/89
C-2e .....8/12/94
C-2f. .....8/12/94
C-2g.....8/12/94
C-2h .....2109/89
C-2i ......2106/90
C-2j ......11/26//90
C-2k .....9/04//91
C-2m ....9/04//91
0-2 ................. 9/06/83
0-28................ 12121nJ
0-2b ............... 6/20/86
0-3 ................. 11/26/79
0-3a................ 11/26/79
0-4a................l0/11/93
04b ............... 8/12/94
0-6................. 10/24/75
0-6a................ 8/31m
0-7.................4/04/88
0-8 ................. 8/17190
0-8 ................. 1/28/85
0-8a................ 10/18/85
0-8a................ 10/18/85
0-8a................l0/18/85
0-9.................11/16//90
0-9................. 11/16//90
0-9................. 11116//90
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K-17 4/24/92
K-18 4/24/92
K-19 4/24/92
K-20 4/24/92
K-21 4/24/92
1.-1 .............1/21/85
1.-2.............5/24/91
L-2.............S/24/91
L-3.............1/21/8S
1.-4.............1/2118S
L-S .............1/21/85
L-sa............ 9/02/86
L-6.............1I21/85
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12
13
14
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18
19
20
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30
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42
SCHEDULE B - WATER LINE
AMENDMENTS TO THE STANDARD SPECmCATIONS
SECTION 5-04 ASPHALT CONCRETE PAVEMENT
Semon 5-04.3 Construction Requirements
5-04.3(5)E Pavement Repair
(......)
This seetion is supplemented with the following:
All asphalt eonerete pavement damaged as part of the pipe trenehing operation shall
be repaired as shown on the Drawings. The damaged scetion shall be saw eut and
removed.
SECTION 7-09 PIPE AND FITTINGS FOR WATER MAINS
7-09.1 Description
(......)
This seetion is supplemented with the following:
Pipe and fittings shall be duetile iron conforming to Seetion 9-30.1(1) and 9-30.2(1)
except that non-restrained joints shall be meehanieal type.
'-..,
SECTION 7-10 TRENCH EXC., BEDDING, AND BACKFILL FOR WATER MAINS
7-10.2 Materials
(......)
This seetion is supplemented with the following:
Polystyrene insulation used for freeze proteetion shall be extruded and be
Styrofoam Thermadry, Thermosafe Perimeter Insulation, Amofoam Perimeter
Insulation, or equal. Size shall be as shown on the drawings.
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7-10.3 Construction Dctlllls
7-10.3(6) Existing Utl1lties
(......)
This seetion is supplemented with the following:
The existing 6 ineh AC pipe parallel to Chimacum Road between approximately
Stations 14+00 and 18+00 may be removed if necessary to install the new 10 ineh
waterline.
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Chl",aculII Road /mprav.mllltJ
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7-10.3(9) Bedding the Pipe
(......)
This seetion is supplemented with the following:
The pipe shall be considered flexible rather than rigid. Use eaution when operating
equipment above the pipe to avoid damage to the pipe,
7-10.4 Measurement
(......)
The last sentence is revised to read:
Shoring or extra excavation treneh will be measured as speeified in the 1994
Amendments to the Standard Speeifieations, Section 2-09.4, dated June 27, 1994
for shoring or extra excavation Class B.
7-10.5 Payment
(......)
This seetion is supplemented with the following:
6. "Polystyrene Insulation", per eaeh
7. "Non-shrink Backfill", per cubie yard.
SECTION 7-11 PIPE INSTALLATION FOR WATER MAINS
7-111.3 Construction Details
7-11.3(9)A Connection to Existing Mains
(......)
This section is supplemented with the following:
'---
The work will involve eutting, removal, and disposal of asbestos eement pipe. The
eontraetor shall eomply with federal, state, and loeal regulations regarding the handling
and disposing of asbestos cement pipe.
The coMeetion to the existing 4 inch main located approximately 38 feet right of the
road eenterline at Station 3+10 shall be made by hot tapping. The conneetion shall not
be made until the new 10 ineh main has been successfully disinfeeted,
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The coMeetion to the existing 8 ineh main located approximately 23 feet left of the
road centerline at Station 0+46 shall be made by hot tapping.
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7-11.3(10) Deteetable Marking Tape
(......)
This seetion is supplemented with the following:
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Install deteetable marking tape over all pipe. Extend the marking tape into valve
boxes, air valve vaults, and existing meter boxes. Extend the marking tape to
within 2 inehes of the surface at valve boxes. Use joining elips as reeonunended by
the tape manufaeturer to join ends of the tape and provide an electrieally eontinuous
strip.
7-11.3(11) Hydrostatic Pressure Test
(......)
The first sentenee is revised to read:
The watermain shall be tested at a hydrostatie pressure of 200 psi as measured at
the low point of the watennain, .
7-11.3(12)N Final Flushing and Testing
(......)
This section is supplemented with the following:
After a satisfaetory bacterio10gieal test result is reeeived, inform the Engineer of the
proposed date to make the eonneetion to the existing 8 ineh pipe near Station
20+60. The City of Port Townsend staff will notify eustomers of the date their
water service will be interrupted. City staff will elose the neeessary valves to
isolate the 8 ineh pipe. The Contractor shall make the conneetion to the 8 inch pipe
near Station 20+60, make the eonneetions to other mains, and eonnect the water
serviee lines at the meters. The work shall be aceomplished in a manner such that
the serviee interroption does not exceed 8 hours per day over a 2 day period.
7-11.5 Payment
(......)
This seetion is supplemented with the following:
3. "Conneetion Detail 1 Piping", lump sum - The lump sum eontraet priee bid for the
eonneetion shall be full pay for all work to install the conneetion, ineluding but not
limited to exeavating, hot tapping, laying and joining pipe, pipe and fittings,
baekfilling, surface restoration, replacement of existing improvements, and eleanup,
Payment for valves shall be as stated in Seetion 7-12.5.
4. "Conneetion Detail 7 Piping", lump sum - The lump sum eontract priee bid for the
conneetion shall be full pay for all work to install the conneetion, ineluding but not
limited to exeavating, hot tapping, laying and joining pipe, pipe and fittings,
baekfilling with non-shrink baekfill, surface restoration ineluding asphalt patehing,
replacement of existing improvements, ond cleanup. Payment for valves shall be as
stated in Seetion 7-12.5.
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19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
SECTION7-12 VALVES FOR WATER MAINS
May 23, 1994
7-12.2 Materiab
The material seetion referenees are revised as follows:
Combination Air Release/Air Vaeuum Valves 9-30.3(7)
End Connections 9-30.5(1)
SECTION 7-14 HYDRANTS
7-14.2 Materiab
(......)
This section is supplemented with the following:
Hydrants will be supplied by the City of Port Townsend at no cost to the Contraetor.
7-14.5 Paymeut
(......)
This seetion is supplemented with the following:
6. "Removing Existing Hydrant", per each. The unit contraet price shall be full pay
for all work to remove existing hydrant and piping, and deliver the materials to the
City of Port Townsend storage yard.
SECTION 7-15 SERVICE CONNECTIONS
7-15.5 Paymeut
(......)
This seetion is supplemented with the following:
:--
Payment shall inelude backfilling with non-shrink baekfill in areas whieh will reeeive
an asphalt overlay, moving two meter boxes as shown on the drawings, and comleeting
to the existing serviee lines near the meters after disinfection is complete.
'--0'
,
SECTION 9-03 AGGREGATES
9-03.16 Beddlag Material for Flexible Pipe
(......)
This section is supplemented with the following:
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Bedding material for the pipeline between Stations 0+50 and 3+00, for locations where
serviee lines cross areas whieh will be receive an asphalt overlay, and other locations as
specified or shown on the drawings shall be a non-shrink backfill with the fo1\owing
mix:
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22
23
24
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29
30
31
32
33
34
35
36
37
38
39
2600 lbs, of 0.375 ineb aggregate
800 lbs. of standard conerete sand
94 lbs. of Portland cement
13 gallons of water
The amount of water is a critical factor to set up time and shall be added at the site.
Bedding material for the remainder of the pipeline shall be either clean sand and gravel
as specified in Artiele 9-03.16 or non-shrink backfill as specified above.
SECTION 9-30 W Al'ER DISTRIBUTION MATERIALS
9-30.1 Pipe
9-30.1(1) Ductile Iron Pipe
(u....)
This section is supplemented with the following:
4. Joints on the Plans labeled "with restraint" shall be restrained joints as speeified
in Section 9-30.2(6).
9-30.2(7) Bolted, Sleeve-Type Couplings for Plain End Pipe
(......)
This seetion is supplemented with the follo\ving:
Flex couplings shall be proteeted from corrosion with either fusion bonded epoxy in
aceordanee with AWWA C213 or liquid epoxy in accordanee with AWWA C210.
Bolts and nuts shall be Type 316 stainless steel.
9-30.3(1) Gate Valves (3 Inches to 12 Inches)
(......)
This seetion is revised to read:
Gate valves shall be resilient seated and meet the requirements of AWWA CS09.
Valve exterior and interior shall be shop eoated in accordanee with A WW A CSSO.
9-30.3(4) Valve Boses
(.......)
This seetion is supplemented with the following:
Cast iron valve boxes will be suppl!ed by the City of Port Townsend at no cost to the
Contractor.
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(......)
This section is supplemented with the following:
Tapping sleeves shall be the mechanical joint type and shall be rated for a test pressure
of no less than 200 psi.
9-30.6(3) Serviee Pipes
(......)
This section is supplemented with the following:
Service pipes shall be copper tubing rather than polyethylene tubing. Provide bushings
as required to connect to the existing service lines.
CR09jJ
Chl",oclI", Road /m~/IIlIntl
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FEDERAL AID PROPOSAL NOTICES
NOTICE TO PROSPEcnVE FEDERAL AID
CONSTRUCTION CONTRACTORS
I. C.rtlllcatlon of No.........l.d Faclllll..
(a) A C.n,lication cf NonMgreg.ted FaciUlies. as
required by tho May 9, 11167, Ordor of tho Secretary 01
Labor (32 F,R. 7439, May 19, 11167) on E~ cf
Segregated Fac:~iji.. IS nc:tJded illho prcposal and
tnJsl be submilled Ilrior 10 till aw.rd 01 a Fldlral lid
highwaycon.truction contractoxcoodingS 10,ooo...,ich
is not 0'""",1 from tho Ilrovisiono of tho Equal Oppcx1uo
nl1y clauso,
(b) Bidders or. cautioned as follows: By .ignilg Ihi.
bid, 11Io biddor will bo doomed 10 havo siglod .nd
.greed to !htllrovi.ions ollhe .Cen~"'.lion of Nonseg'
regaled Facllihes- in this proposal This certdieaJon
provides thallh8 bidder doec nee mUllain or pf'CJYide for
he. omploy.. factlitictl VrItIich are segregat.d on. basis
of rac.. cr.ed, colC)(, or national or"'in. ~Ihtr IUCh
faclliHes are segregated by dlrecl;ve or en a de 'aClo
basis The certlficallon arGO pruyide, thai the bidder will
not mainlain sudllOgregaled facilities
(c) Bidder. ,oceiving Fodo,.. .id highway consl.,c.
lion contr.ct.....rdlo.clOding S10,OOO Whoc:n IN noe
..lmlll IICtTl !he Ilrovision. 01 tho Equ.1 Ollporll.rlily
clou.o will b. roqui,ed to 11-'1)( lholorwa,di1goltho
folloWIng notic. 10 IllOSllOCtivo sub.....I'.ctoro lor con-
alructoon conl,.ct. ond moterbl suIlPfi". whe,o Iho
IIUbeentr..IS or motorial SUIlIlIy agro_nt. OJICOed
$10,000 and oro noeo.ampl'""" tho plDYisions cf "'0
Equ.1 Opponunilie. Clau.o,
NOTICIi TO PROSPICTIVI IUICONTRAC-
TORI AND IAATillUAL SUPPLlIJlI OF
REQUIAIMINT FOR CERTIFICATION OF
NONIEGAEGATID FACILITIIII
(.) A Cor1~"'.tion 01 Non.ogreg.ttd F.cilijios OS
,equl,ed by tho May 1I. 11167, O'~r 01 Ill. Socrelary 01
L.bor (32 F,R, 7439, May Ill, 11167) on Eliminllion cf
Seg,ag.led Facililie., wh,ch is nc:Mlod il tho p_lI.
or .1l.Chod horoto. tnJSl be oubmitled by ..ch lUbeon-
I,aclo, and molarill .upph.' prior 10 IhI .worel cf tho
lubconl,.cl llt con.umnotion 01 . molarill oupply
agre.mont illUCh subcontract or lo,"rnenl.Jlc.1Cf1
$10,000 and Is _o.emlll'""" Iho provi.ion. 01 Ill.
Equal Opponunity cl.use,
(b) Subcontrtctoro tnd mot.,1aI .upplier. aro c..,.
loaned .. followo: by .lgning lho .ubeanlr.CI I)( anto'inQ
I'Ito. molo,l.1 ouP1l1y .greomonl. !h. .ubeanll.CIOI or
mot.".1 'Ulllllio' will be ckl.lNld 10 hlv. aignocl and
.1I,.od 10 th. prcM.ion. of 11Io .Con~ic.loon of Nonseg.
rogat.d F.cihl.... nlllo ,ubeent,.ct I)( motarloJ supply
.groemenl, ThIs c.nillcalion provldo.lhlt tho tJbc:an.
I,.CII)( 0' molerial.uppli., does _ monloln I)( providt
'0' hi. omploy.ts I.cilolies whlch.re IIg,agatld onlllo
b..i. 01 ,.c', cr..d, color. 0' not.",.1 orlg'n,.....1hor
such f.cilili.. Ifo HO'ogltod by di,.cliv. Ot on . do
'.ClO bill., Tho c.nll,cot"'" .110 providtllh.llho .ub.
conll.ctOt or molerial ouoplie, will _ morltlin ouch
aogrog.led l.cil,lies,
(c) Subconl,.ctoro o,moto,lal.uppliell '1C01ving .ub.
cont'.CI.w.,d.lltmolo,illaupply .g,,,.monl. ..c.ld.
Ing S 1 0.000 Which .,. noeo.amp"""" IhI provllionl cf
!h. Equ.1 Oppor1l1ll1y clouso ..UI be ,oqul,.d 10 orovidt
II)( lho forw.,ding 01 Ihi. noeico 10 P,ospeCI... subcon.
.. 3ClOll fo, cmllrucllnn conl'.CIlIncl mol.".1 supplloro
wh.'. th. subconl,.ct. or /l'IlIlo,101 .upply .g,..",.,,1I
...coad S, 0,000 and .'0 noeo.omptlrom tho ptovllenl
cf lho Equ.1 Opportunily clAuM
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II. Impl.....nt.llon.f CI..n Air Act .nd
Fed.,.) W.'.r Pollution Control Act
(.) By .igni1g !hi. bid. tho bldde, WIll be deemed to
hlvo S1illutoled ..tollows:
(I) Tholony lacility 10 be ",,,,zed illho p.r1o"
rnanceollhis contract. unless:wch ccnlractlS
oxllTllt lI\de, Ihe Clolan Air Act,IS amended
(~2 U.S,C, 185701 seg.. ..."'med by Pub
L 1I1<<lo4), and under 11Io Foderal W.ter Pol.
UionControl Act, ..omendad(33U,S.C, 125
II Mg.. IS amended by Pub L, 82,500)
EuCUlivo Orcklr "738, and ,ogulalions il
impltmont.tion fhareo! (40C.F,R.,Pen 15), is
_lisledonlheU,S, EnviroMlOnl1l ProlOClion
Agoncy (EPA) LIsI 01 VlOlaling F.cilities pur.
IUlflIlOoIOC,F,R. 15,20, .
(2) Thollhe Slalo Cep.nment 01 T,anspon.lion
11IIII be promplly noliliod p,io, 10 contr.ct
_,d 01 tho roco'lll by tho biddor 01 any
c:c:wnm&.It\icIhon from lhe Oireclor, Othc. 01
FederaJAdiYitiel, EOA, indicalng thai a faCII.
ity 10 be utilizfltd for the contracI 1$ under
consiclor.lion to b. U'lod on tho EPA Li.t 01
VooIalng F.cUili..,
ADIRAL AID C&:RTIFICATION
CERTIFICATE OF NONSliGRlGATED FACILITIES
(Applicobto 10 Fedor.. .id conllruclion COnt,act. and
rototed subconl,act. a.clOding S 1 0,000 which or. no!
OJI"""9I''''''' IhI Equ" Opponunily Cllu1l,)
By Iho lUbrnlssion 01 !his bid, Iho o.lCUtion 01 !hi.
CIlIItr.ct Ot 1'Ubcont,.ct, or Iho con'lJ'TInItion of !hi.
molorill supply ag,aomonl. .. .pprop,iat.,Ih. biddar,
FocI.r.11id oonOlruclion conlraclo,..ubconlfllCll)(, 0'
mol.,1al .upplltr. .1 approprlolt, c.n~io.lhal ho clot.
_ moilllln or plDYldo lOt hi. ."'PIoy_ ony aogre'
Glt.d 11C~~iolll any 01 hi. tsl.blishmonlt, tnd 1h.1 h.
doe. noe parmit hilllTllloy...lo parform"'ai' .0Nic..
01 ony bc:Illion. U1dor hi. conlrol. Where segrog.tod
f.cilities oro ",,"I.Ined, H. con,lie. fuMe, !h.t hi will
nol moW.1n or provido II)( hi. ."'PIOy- ony .og,..
g.ted IICUiliell1 My 01 hi. o"ablishmenll,.nd "'.t he
will no! P<irmil his ornptoyo.. to porlorm Ih.i, 1O/\I1e.. .1
ony loalion.IIlclo,hlo conlrol, Whe'. seg'egattd '.c,h.
1110 .ro I\'IIinllonod, Ho .g..os Nt . bralCh ol!h,s
CI"dic.lion io .vIolllion 01 "'0 Equ.1 OPllOlUlijy cl.uII
in this conlract ItA used in thiS cet1lhcltcn, Ihe lerm
.seg,.g.lad loe.ht...' moonl .ny wlit"'ll rooms, work
or..., '0"_ and w.shrooms, rallour.,,1t Incl oth.,
ulinQ .ro".1Ime clodca.locker room. rd oIho, 110"
ago or chuing .,.... p.rlcing loll. d,inkilg fount.In.,
,..,..loon Of wonoInrnonl .",". l,anSpln.lion. .nd
hou.inQ lac:llitiH ollllrlded 'or employ... whlctl .,.
Ngrog.lld by .xplicit di'OCIIv. n, .,. "'oet seg,.g.lod
ClIIIht bllio 01 'ICO, cr.ad. colo,. llt NllOnll o.gin.
boclUSl 01 hob~.1ocI1 CUltom I)( Olhlrwtll, H. .g'o..
:hI1 (..c.pl Where ho hi. obl.,nod idonllClI c.nHoc.,
liona f,om PltlPOStd subconl,.clOta and """o,ill.uppll'
trI 'or .paclllC Iirno pe,Iod.), ho Will atrlo... Idanlic.'
, con'IC.loono'rem propostd oubconlr.ctOll 0' mol.,I.'
ouppliell DrIor 10 tho ....,d 01 oubcont'lClI or !h.
CIlIIsumrnolion 01 mota,ialsupply .g'.omonll, o.caad,
Irlg S10,OOO IM1Ich .,. noI"ompl f,om!hl provl.ion. 01
tho Equ.IOppoI1uMyclou.o. .nd Ihll hi WlI retail ouch
C."'lCaloono .. has "'..
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NOTICE OF REQUIREMENT FOR
AFFIRMATIVE ACTION TO ENSURE
IIQUAL EMPLOYMENT OPPORTUNITY
(EXECUTIVE ORDER 1':Mll
(I) The OII.ror', or BidcIe,'alllonlion is ClIiIOd 10'"
.Equal Opporl..,;ty CIaI&." ."., Iho "&londard
Fod.ralEqualEmp~Spoc:il_"1OI1oflh
hMein.
(2) The goolo _Iimotabloo lor _My.".,_1o
portic:lpaUon, ."",oaaed il pe<conIaflO ....... lot
Iho Coni,eclor'OeQ9,.gol._lorcen.achlrOde
on.n CClI'l&lIUCIiDn _In............ ...., ate..
fDlIDwo:
GoaI& lor rilDIlly Gad lot ....
partic:iPllliDn Ill' p.rliclpllion In
nch t,ad. eech ride
(See Special Provi&lDna)
T....,
Tables
The.. goals .,. eppliceblo Ii:> 1lII... CanlracfOr'a
__atlUClion --. (wholhw Ot net . Is Fedoral 01
locIel1ll1y .....locI) pertcrmed In.... _od ...., ,
. .... connctor ~ ClOI'lStIIlclIo """" .. .
googl1lphlcal "00 _eel lIUlSlde d... _eel
...., . ohGIl .ppty'" goals filablillwd IotIUCh
goog,.phlcal.,.. _. the _ Is acIuQIIy pot.
tonned. Will> ,ogard ..... ..concI...., III .....
Itactor IIao Is eubjecl 10 ... goIIs lor _ ..
focla'lllly In",,"'.d end """fade,.lIy Invll",.d
CDlSlNClion.
The ConI,actofa amp(Mce """ ... Ex....."'.
Ord., and 1M ..guIaUon'ln 01 CFR ""'_I/Iaa
be ba.ocI on Ita lrnpI.....1a11cro d ... Equal
Opporlll'llty eta..... _lie eIlirmathlo iM:l1on
obllgaUona roqulrod In'IM al*llc:allcna eallorlII
...1 CFRe0.4.3(.), end ..eIIoctIto","llhogoaJs,
The houra 01 rnInoriI)I and lamoIo OI'I\PlOvn...... and
!rUIng nul be IlUbslrAlaIIy....arm ltlrou$IllIIll
...Iongt/loll.... conuaCl,_InUc:il1ra6l,and'"
oonll1lctor IhaR MIk. . CIood faIIh eftOIllO ~y
rilorlIIes_.........,wfiNyon..dloI..pmjocla,
The Itansl., 01 ninorlly or female _IOYNI 01
.......loamC<nllaclorIOConIraclOlorlrcmpllljocl
10 pltljotcl fot ... lIdlI fUPOII at _In; ...
, ContIactor'agoalslhalbe.vIolallon~IIhI_Cl,
... EllICUllv. Otdor and... regulaUarw" 41 CFR
'.,1 eo.., Cornpllanc>> willi ... goal' wil be
..........d og.intII "" IOIaI WOItI houll jMrfoomod,
(3) The 'ConIl1Ictor IhaIl ~ wrlIlIII noIIIicallon III
me Dlr.ctor at the Ollie. at Fedor.' Canlracl
. Compbnc. "og'''''' wi\hIn lD waolln; clays III
.w.,d 01 lilY anstJUCtion lUboonI,act" .Ilt... 01
110,ODD.' any lie' Iclt CICIlSlruellcn ~ IIlCIertle
ClllnI'ICI r....nng IIIlIlI'l Ilia aoIIcIIallon, 1ho noIIIl.
callan wlIlIsl ". .......,l!ldcI'ou. ancIl.loplaw
..........'01.... IUbaWllraclor.~' icIonlIIlca.
lion numbe, atlhO 1UboonIr8Clor, _linIlod dolor
ImClUftl 01... allb_d, ..tmatod alat1i1g II'ld
compllllon dAl.. at ... aubCOllCracl. and ....
goog,.phlcal ...0 In which.... -.uaclls lObe
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flcm Ilia IClIic:laUon. .. --' _' Is .a
~in..lIpecIaI.........lot.. pftljecI.
=:r!:e:':: :::=..-:.'=='::::.
fllliI1_Ied__INCllon__and-.'
_il_atll0JlDll.1IlI..--appIabIe
IlImeClr4ractor'a ~.........--
-""""" _ Ot Nil pelf 01 tlaI ~ is
, ~ _ 0Il11 Feciiota!OIIecIIrIlty auialad
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fHWA.1273 EleCI,ontc ".....on.. Match 10. 11;.4
REQUIRED CONTRACT PROVISIONS
FEDERAL.AID CONSTRUCTION CONTRACTS
PIIII'
I. General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,
II. Nondi.c,in1i~tio". . . . . . . . . . . . . . . . . . . . . . . 1
III. Non..gr.g.t.d Faciliti.. . . . . . . . . . . . . . . . . . . . ~
IV. Payment of Pr'dtttrminad Minimum Wag. . . . . . . 3
V. Stlt.m.nt. end Payrolls. . . . . . . . . . . . . . . . . . . e
VI. R.cord 0' Met.ri.... SUppliOD. end Labor ....... e
VII. Sublllling or AII.i,ning the Contract .......... 7
VIII. Slf.ty: Accident Provention . . . . . . . . . . _ . . . . . 7
IX. F.... Stltemlnta Conc.rning foIiOhwIV Projectl . . . 1
X. Implem.nt.tion of CI..n Air Act and Fld.ral
Wiler Pollution Contlol Act ...... _ . . . . . . . . . .
)(1. C.rtificltion R.garding Debarment. SUlpon.ion.
lnaligibililV. and Voluntary ExcluIlon .......... .
XII. Cenif.ution R.garding U.. of ConUlct Fund. 'or
Lobbying ............................. .
ATTACHMENTS
A. fn1pluYlUcml Prot.roncl lor AppallChian ConUMct.
Clncluctnd In A.,p.lechien canu.et' only)
I, GENERAL
1. Thl" contract provl.lon, ,hell apply to an work perfo"""
on the conUacl by 1M conuacto,', own oraanization and with
the ...I.llncI of work.,. undlr tM contractor', immediatl
luperinlandClncl and to aU work performed on the contrlct by
pilcewo,k, "Itlon work. or by ,uboontrlct.
2. E.clpt., otharwl.. provld.d for In .ach 'Io'ion, thl
contractor .hen in..rt in elch .ubcontrlot all n' 'hi 'tlpulldon.
containld In tholo Required Conu.ct Provllionl. IInd lur1htu
rlqulIl th.i, inclu.lon in IIny low.r tier oubcontract or purch...
order 'hat mlY in turn bl madl. The R.quir.d Conulct PIOvt-
.ian. .hlll not be incarpar.ted by ,.'.r.nc. 'n any c.... The
prime conlrlctor .h.n b. ,.tponllbll for con'tpU.ncl by any
lubcontrlctor or low.r 1111 lubcontr.ctor with th... R.qulred
Contl.ct P,ovlsion..
3. A b,,,,,ch at .ny at thl tllpull.iont contelned in Ihe.1
Requifud CunlrUC1 P'evi.lon. ehan be .ullici.nt ground. fo'
lermlR"litln of Ihv contraCI.
~. A hrellch of the followln" CIIUI.. of thl R.qui,ed Canulet
P'OVillltlnlt nhlY .110 b. Grounds 10' debarm.nt .. provided In 2.
CFR 5,12:
Slctlon I. plrluraph 2:
Slct.an IV. plraorephl 1. 2. 3, 4, and 7.
S...ion V, p.,.g,.ph. I .nd 2.I....ough 2g,
I. Oi.put., 1".lno out of .hl labol "Inderd. provi.lont of
S,.'ion IV ,....p. p."g"ph 51 .nd 1..llon V 0' Ihll' R.qul,.d
Conll..' P,o...lon. .h.1I nOI b. .ubjo.1 10 ,h. g.n...1 dl,pu,"
claulI ot Ihl, C:llnU.CI. Such di.putl. .hllI b. ,..alvad in .acor.
d.n.. wllh Ih. p,o..duro. of lho U.I. Dlp.'lm.nt 01 .....0'
IDOLI II II' lonh tn 2g CFR 5, 8, .nd 7, DI.pu.II wl.hln Ih.
mllnlng of IhI. .I.u.. In.lud. dl'pu," b.lwlln lho .onll...o,
(or anv ot III lubcan"aclare' and the aonUlctlng ao.ney. thl
_, DOL. or ,hi canllletor'. .mploV'" 0' thlir "p,,"n'.liwI.
I, a.l.ctlon of Llbor: Durlng.he p,,'orngncl of Ihlt aon.
tract, the conllactor thell not:
I. cSi.cl'iminatl eg.nltlabor from Iny oth.f Stitt. po.....
lIion. or tlrritory of the United Statll (.XCllpt for employmlnt
pr.f.r.nce for Appalachian cantrlct.. whon ~plicabl". I'
specified in Anachmant At. or
b. employ convlcl labor fer Iny purpall within the limita
of Ihe project unl... it i.lobor perform.d by convlcte who ell on
parol., .up&rviled reIt.... or probltion.
I, NONDI&CIllMINATlON
(Applicable to all Fed.,aI-aid con.truction contracl' .nd to all
reI.tld .ubcontrlcta 01 "0.000 or mar..)
1. Equal EMPIoy....nl OppOftunlty: Equal Itn\f,luymanl
upportul"llly CEEO) IIJ;Uirl3monl" nnt to diMcriminlllo and 10 I"ke
affi'fnlllive Ictlon 10 ...ur. ..quill oppanunlly 811 .., 'orlh unIJ.r
law" ...cutive ordell. rull.. flUulftlion. (28 CFR 35. 29 CFR
, 830 end 41 CF'R eO) and ord". uf the Sec,...ry of Let..or ..
modifild by thl provllion. p,..c,ibld horeln, end impolld
pUllulnt to 23 U.S.C. , 40 ,han constitute the EEO .nd .pecific
.ffirmlli~ action .tend.rd. for th. conlrector-. ptojlct Gcti"hi..
under thie Gontr.,l. The Equli. Opportunity Conltructlon
Con....l Sp.clll..llono. ... fonh und.. 41 CFR 80-4,3 .nd .h.
p,o...lon. of lho A_ri..n Di.obllillll Act of 1880 (42 U.S.C.
121011lIU,'"' forth und.. 28 CFR 35.nd 28 CFR 1830...
Incorpor.ted by I.f."ne. In this contllict. In thl .x.cutian of
thi. contr.et. IhI contractor Ig"" to complv with thl fOllowing
minimum ,plclfio requlrln"nl &Ictiviti.. of eEO:
.. Thl cantrlctor will work with thl 511'a hlghwlY Igency
ISH'" .nd Ih. F.d.'1l OO\ll,rvn.nl In .."ytng oul EEO oblig.,
I'on. and In their revilw 01 hi./her aClivitio. undlt the contrlct.
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b. The contr.CIor wlfl acc.pt I' hil aplfltlRg policy the
following ..l1emlnl:
.11 I. Ihe policy of lhi. Company to III1U" thlt opplicent.
I,. Imployed. and thet ImpIOYI.. Ifl t"...d e1uring
emplClyment, wlthoul ,.glld 10 Ihelr rIco. ,eliglon. ....
coto,. national origin, 10. or d.llblllty. Suoh .cllon .hlll
include: employment, up"rodlnu. demo lion. or "Ins'eri
recruitment 0' rlarultment advertl.lnu~ Ilyo'f or '.rn"nllion:
rA'" of PlY or O'Nr fo,nlA 0,1 campen"lton: Ind .erlcfiu"
I., ..lining. lnolucllng oppronU.llhlp. pr.opp"nll...hlp,
.nd/o, o....ho.job e,lInlng,. .
2, 110 0111.." Tho oon.....o' will dlllgnll. .nd m.k.
known 10 Ih. SHA Gontr..llng 011I.... .n !!O 011I." who will
h.ve lho ,upon.lblll.y fo, .nd mu., b. ..o.br. 01 ."..llv.ly
...m1nl.toring.nd plomollng.n ..'Iv. .0nl".lo,p,og,.m 0' !EO
.nd who mull b. ...Igned ....qu... .u.ho,i.y .nd ro.pon.lbillly
10 do 10,
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Ita" who ar. .UIhari.H to hifl, lupervlll, promotl,and dl..
C"I'OI .mpIOVl'" or who ,.commlnd Iuch aOllon, 0' who ."
.ubll.n.lllly Invol\lld In .uch ..Uon. will b. m.... 'ully ..onlun.
of, Ind will knpIaMl"t, thl oontl'clor'. IEO pollay and oontl.e.
lu.1 ".ponolbllillll '0 p,.IIId. !!O In ..ch 0'.... .nd .r...II..n,
'ion al .mplO~I"I. TD Inlure 'hIt the abOVI lare.mlnt "1111 bl
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practice. and polici.. of the labor union except WI to thll..enl
auch infomMIlion I. within the .xctu.i.... poe...~on of the leor
union and .uch lebor union r.fu...to furnl.h luch in'ormation to
the contractor. the contractor ...... .0 certify to the SMA end
ahall ." fonh whet effortl haw beln mid. 10 abUllin euch
'nformation.
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d. In the .....nt the union i. UnMtll to provide .he contrac-
tor with. re.~onabl. ffow of minority aMI women ,.f."... within
the time 'ifni'. set forth in the con.ctiVl blrgeining so,oenw".. the
contractor will. through independent r"~nt alfon,. fill ....
employment vlclnci.. without regard to racl, color. NIlgion.
_X. Nltionel ori~n. 4lga or di.Bility; rMkina fu'll ettonl 10 obi."
qualified andlor qualifiabla miMlrtty group PGraoM aM women.
(The DOL hII. held that it lhell bti no ~.CUII thot the union with
which the contrlctor .... e ColllCtlVII barg8inino ..aament
providing 'or Ixclu.iw r.f."aI '_I'MIta ref.r minority empIoyH',.
In the eVllnt ,he union refa". prlctice pNWnt8 tho contrlcto,
'rorl1 mIle1ing the obligotionl purlumn. to Executive Older 1 124115.
.. aftMndad. end the,. .plclal pro"lilioM. .uc., contractor .heII
lrnmodl.'o'V no.I'V .he SHA,
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.. ....clio" of aubcont,ectore. P,OOUNrMnt of Me"~ end
u..lng of EqulpnMtnt: The contrlctor .hell not eIi.criminat. on
the arounda of r.es. oolor. religion. 10.. Mtlonal origin. age or
di..bility In the Belection and ra.ention of lubcon"acton. In::lud.
ing procuramen' 0' met.ri.., end I..... of equipment.
.. The contracSor Ihall notify aI. potlnll.. lubconlraclora
end .uppUar. of hi.,"'.r EEO obllg.tlon, under 'hi. oon"lct.
b. Di.adventlgad bUIIMI' ante'Pri... (DDE). ae defined In
.9 CFR 23. ehell hAY. equII opponUNIY to Compet8 for .nd
perform .ubconUMCII which tho contractor ant.r. into pUlluant
to .hlt contract. The contr.ctor will uta hil ba.t .Uo". to loIicll
bid. from and to utlll,. DBE .ubcor...raator. or tubcontracto,.
with m.aningful minority groUI).nd f.m"a rap,..,ntl,lon M\Onu
th.ir .mploy.... Conula,ort thlll obt_n III" 0' DIE conltruc..
t.on firmt from SHA p.,.onn,'.
c. Th. con"lctor will U'I hi. bUI Iffort. to IMura
lubcontractor comph.nc. with their EEO obligatlcn..
g. ".cOt'dl end Reporta: The oonuactor .hell k..p IIUch
recordl It n.c....ry to documenl compllancI with thl IEO
requlramlnll. Suah recorda .h.lI be ,.tllinad for. p.rlod of thr'l
y.." following oompl.tJon of tha oontr.ot work And ...... b.
av.lI.bl. ., ra.lonabl. tlm'l end p11011 for Inlplctlon by ....tho~
riz,d "prel.ntltlv.. 0' tha aHA .nd the FHWA.
I. Tha recordl k.p' by th. conUloto, Iha" document 'he
follOWing:
111 Thl numb.. 01 mino,I,V .nd ftOn,m1no,lIy group
m.mberft Ind woman .mployed in .Ich work cla..lllcltlon Oft the
r"OI"cl;
121 Thu prODr... and aUort. b.lng made 'n cooperltlon
with unlonl. wh.n applloabl., to Ino"... ",'.ploym.", opportunl.
tl.. for "'lnoril... Ind wom.n;
131 Thl progr... .nd 1110'11 bllng medl In lo.otlng,
hiring, ,,"In,ng, qulll"y1ng, .nd upgrodlng m,no,IIy ..... 1"""""
.mploye": Ind
141 Thl p,og,..1 .nd "110"" bllng mod. In ...urin" 'h.
...IIl.I. 01 DDE .ub.onu,.,o" or .ubcon"..'o" wl'h "",.nlnD'
ful minorllv .nd Ilmeto ..pr...n,...on _nD 'hll' .mployo..,
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b. T.... oonUactofl wUI.ubmit.n annu" repon to the SHA
each July 'or the dur.tion of the project. indic:.tinQ the numb.,
of minority. women. end norwninority group employe., cu,,,nuy
engaged in eech work cI...lficl1ion raquired by the contract
work. Thie information. '0 be "'Ported on Form FHW A. 1 39 t.
" Oftotha job "lining II bei"", required by epecl" provi.lon. the
contra:tor wHl b. required to coll.ct -.d raport training data.
.. NONSEGllEGATUl FAClUTlES
CApplicabfa to all Fede,af.lid cOMlructlon i!:lontracta Ind to .11
r".tad .ubcontracts 0' '10.000 or mor..)
e. ay aubmilJeion of thl. bid. 1M aXGcution of thil contrllct or
.moon"oct. or the aOMUl'N'l'\ation of tN. mat.ri.. IUPply 10""
mant or purchIoa order. .1 IPPropriota, the bidd.r, Federal.aid
conetRlction .GMr.clOr. Mcontrlctor. ,.,.tarill Iuppliar. or
wndor. _ IPPropriet., cortJfi.. tMt O:ha firm dCHII ftOt maintain
or provide for iu ....0.,... any ..gr.g.ted faclllti.. 8t alny of i1l
eatcbU.tvnonu, eM lMiI thl finn do.. not p.rmlt it. emplov-e.
to ptrtonn thlJr HMe" .. any Iocltion, unclar it. control. where
Horogated fttellitil. .r. melnteinad. TM linn egr... thl' .
.aah of thi. ctrtUlcltion I. I violation of tho ErO pro\1llona of
thill contracl. The firm furt....r c.nifiel that no omploV" will bl
d.nild aco... to ad.qu.t. faeillti.. on ,he ba.l, of ... or
cIl.IIbiIl.V.
b. AI u.ed In thl. oertification. the 'arm -.."ragated
'ecUltla.- ~In' any waiting rooma, work .ra... r..,rooml .nd
wI.hroo"", ,..Ieur.nl. Ind oth.r ,"lng .r.al. 'fmaclock.,
lock,r roome. Ind olhlr .tClIege or dro..ing .,.... ".rklnG lat.,
drinking fountalnl. r.creetion or ,n,ertllinment .ra.e. tren'por.
'Ition, .nd houling '.clUtie. provtded tor empfO\fG" which ere
lIor.g.ted by .xpIiclt dlr.cti..... or "'. in fact. .<lgrlgl1cd on 'h.
ba.i. at raa.. color. IIlIoIon. natioMI origin. eoa or dia.bllitV.
b.e.u.. af habl1" lOCAl cua,om. or othairwl.l. ThM only ,xclption
will bl tor thl dIG.I.d when the demandl for .cca..ibllity
overrld. (.,g, di..blod p.rldngl,
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o. The oontraotor .or... that it hat oblalned or will obtain
identical c.nlflcl1lon from propo.ed .ubaontroctofl or mat. rill
RlPplll" prior to award of lubcon,rac,. or canlumma,lon at
mlit,rilllupp'V ag".,rMnt. cf "0,000 or mor. .nd th., it will
r,'uli" BLICh clrtlflo.tloM in itl fil...
IV. PAYMENT OF PIlIIDETIlIMINED MINIMUM WAGE
(Applicebl.,o In Fad.r...ald conl1ruotion 00"'''0'1 Ixoaading
'2.000 eM to. all rlll'ad lubeontrlal., Ixalpt for proiactl
loealed on roadweyI ala..ltlod I' loaal rold. or rural minor
coUlalore. which .,. Il'Ilmpt..
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e. All mechanic. It'd labor". employed or working upon
,he .... 01 .he work will bo pllld unoundlllonellv .nd no. ,...
utlan thin OM' 6 ","k and without lub..quln, daduclion or
r.b.'. on .ny ICCOU"' I..a.pt luch pavroll dlduc'lon. I' ."
perml".d bV llgul..lono 12. CFR 31 '..uod by 'hi '..rot.rv 01
Lebo. und...... eop...nd A.' (40 U.S,C, 27'011 ,he lull.moun,.
01 wea" .nd bOM fld. I,lng. b....II'. 10' ...h .qulvelln..
......011 dul ."1",. 01 '..,....n' , The pO,""ln' .....1 b. oompulld
.t w.... ,.,e. nolle.e ,han 'ho.. contained In the wIg. deta,",l.
Mllon 01 .... .a.'ot.ry of Lallo, (he,.I"""8r ",he W.OI d,",",I-
nollon"' whloh I. ."...hed "",oto ..... midi a p.n h...ol,
'.o-rdl... of ,.y oon,roolu.1 ,III...on.hlp ....hI.h ",.y bl IIII'"ld
to ..11' bel.lln the OOft"IClbr or ... lubaOf\,rIClIo,a and IUClh
lobo,... .nd .....Ivlnl... T'" ".D' dOllrml""tion (Includln" .ny
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t"'-n the applicable wage rate on the wage d.t.rmination for tho
work aClually performed. Where _ contr.ctor or aubcontractor
i, performing conltruction on a project in a loeality other than
that in which it. program i. ,.gistered, tho ratiol and wag. ,It.'
(.xpr....d in pere.n.age. of the joumeymtln-lewl hourty 'Ite)
ipecifi,d in the contracto,'s 0' IIUbcontracto,'s regilt.reef
program shall be ob..rved.
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(3) Every app,entice muet be paid at no' Ie.. then the
rete apecified in the r.gi.ta,ed program for the IJPprentic.'I..vef
of proDr.... ..pr....d a. a perc'''t::-~. of the ;ourneymlrHewl
hourly rata .p.cified in the ~c~a wage d.termination_
Apprentic.. .han b. paid fringe bsnefits In accordance with me
pro"",itm, at the apprenticeship p,ogram_ "th. cpprentic..hip
progrem do.. not epecify fringe ben.tit., .pr.n~eIJ6 mult be
p.d tht futl amount of frinG" b.nefits ".ted on the wig. d.t.rmi-
netion for the applicabl. cl1Jilllfication. "ttHI Adminiltrator for
the Wage and Hour Di\A.ion det.rminel thet e different practice
prevail. for the applicabl. apprentice delllfication. fringe. .hall
be paid in accordanoe with that d.t.rminatlon.
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(4) In the eYtlnt the BurGau of Appr.nlic..hip end
TraininliJ. or I Stl'. Ippr.n'ice.hip Ig.ncy f.cognil.d bV tha
Bureau. wiltwJrllWN approvel 01 an III'p"n'icI.hp prourlm. .he
contractor or .ulJcuntraetur will no longor b. pern.Uod lu utili..
apprentic., el I... then the .pficebl. predetermined rete 'or the
comparable work performod by r.gular employ.e. until In
.ccept8ble program I. approYtld.
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111 Except a. p,ov;ded in 29 CFA 5. US. u.n.e. will
not b. permlllod to work at I... then the predetermined ral. for
the work performed unll.. lh.y .re employ.d pt"lu'Bnt to and
Indi\Adu.lly regill.rld in a program which h.. receivld prior
approval. evidenced by formal c.rllfieation by the DOL. Employ.
ment and Training Admini.tretlon.
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(21 The rlltlo of tr.ine.. to journlymln-I.vel.mploy...
on the lob .It' .hlll not b. areater then permltt,d under th. plan
approved by the Employm.n1 Ind Training Admini'tretlon. Any
emploYll'Je listed on the payroll It e trllnel rat. who I. not ,.gi.-
tered .nd participating in a training plan Ipp,oved by thl Employ-
m.nt and T,einino Admlni.tratlon _han be paid not I... thin the
Ipphcabl. waoe rat. on th. weg' d.termlnatlon for the cl...lflca-
tlon of work actually performed. In additlon. anv tr.ln.e per'orm'
Inu work on the lob .ite in ..c.... 0' the raUo ptrnu...d undtr th'
looulleted pro"r"n, .han be paid nol I,.. than the ap,Jhcabf.
w.oe hlto on thft WIUD dfttermlnaUun for thn work ICluelly
Ilor'oum"J.
(31 Evnrv tr",nee MUllt b. paid., nol In.1 thun thl ,el.
h,lUm'UJI' in thu 41",n Dved progr_", for "I/hlr lalrlol 0' prugl.tII.
upr.....d .,1 . parc.nIOO. of Ihe Journey,,..n I.wl hourly r.f'
,poclfled in Ih. .'ppficable wao. d.l.r",.netian., Train.,..haU bl
p.id hinae bln,fill .n accord ana. with thl provi.ion. of the
Irainll proOrlm. If the t'lln.. program do., not m.nllon fringe
b.ne'Us. train... ehln b. paid thl full amount 0' frinD' b.n.fill
Ii.t.d on Ihl WIO' de,,,mnltlon unl.... th. Admini,tretor 0' thl
Wagn Ind Hour Divillon determine, tMt thera i. In apprentlc..
ship p,aorlm a,.oci.,.d with .hl aO"I.pondl", journ.yman...vel
weoe ,.,. on thl wege determination which prov'd.. 'or I...
'hln 'ull frinDo b.n.flt. for eppr.ntlclI. In which CI.' luch
"'Ine.. ,hili flc.iv. thl 11m' Iring. b.neflt' " eppre"tlca,.
I~I In ,h. .v.n' 'h. Employ","n'.nd T.lllnino Adminl.,
.,."on withdraw. Ipprovll of . .,.Inlno proGram. th. contraclor
or lubcon".ctor will no lonaa, b. p.rmeu.d to ulill,e "l4n... I'
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.... than the applicable predet.rmined rate for the work p.r.
formed until In acoeptebl. program il ec:tproved.
c. Help.ra:
HeIpe,e wUl tM permitted to work on a project if the
helper dee.Wcation is epecified .nd d.fined on the applicable
w.ge determination 01' i. 8pproved pureulnt to the conform.nce
procedure ..t forth in Section IV_~. Any worker li.t.d on e.
payroU It . helper waoe rat.. who i, not a hllp., undo, a
~roved ckfinition, ahall be peid not ,,,, than the applicebl.
wage ,at. on the wage det.rmination '0' the clas.ifiaation of
work ectu.uV performed.
5. Appren_. _ T........ CPt..._ of _ u.., DOTI:
Apprentic.. and tralne.. working und.r ~rentice.tup .nd
elUll trlining proor... which heve ba.n certi'iod by the S.cr.t.ry
of TrltMponltion .. promotil'lg EEO in connection with fed.ral.
aid hlghwlV construction progroms are not eubject to the requirt.
menll of pllfaoreph 4 of thi. Section IV. The .trlllght tlm. hourly
Wlge rat.. for apprtntic.. and tr..in... under auch program. will
be eltabli.hed by the particular program.. Th. ralio of appr.ntic-
e. .nd tr_ne.. to iourneymen .hell not b. gr..t.r then parmiU.d
bV th. ta,me of the pertlcul.r prour.,,,.
II, Withholding:
The aHA .....1 upon it. own Iction or upon wrinen
"qu." of en ....thorized repra.ontative of the DOL withhold. or
c.... to be withheld. from the contr.ceor or lubcontflctor under
tN' contract or any other Federel contr.el with the .am. prim.
con".otor, or any other federllly-...ilt.d conlract subj.ct to
Davi.-SaDon p,eVamRIiJ wag. r.quirlm.nt. which ia held by the
.em. prime oon"lctor, .. much of thl accru.d paym.ntl or
advlnc.' a. mey b. conlid.,.d n.c....rv to PlY labor." Ind
rtMOhanlCI, Including epp,antia... trDln.... .nd help.,s. em-
ploYld by the oontractor or any subcontractor the full .mount of
wlgt. required bY'M Gontract. In thl .vent of failure to p.y
Iny laborer Dr mechanic. Including any apprentice, train.., or
helper, .m,>>IOYH or working on the lit. of the wo,k. all or part
of the wlCJ" required by the conUact. the SHA contractino
office, may, I".. writttn notlc. to the contractor. 'Ak. such
action a. may be Mo....rV to cau.e the au.p.n.lon of any
fu'lher pavment, advlnce. or guerant.. of fund. until .uch
violation. hive a....d.
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7. o..n1... ..........."..,
No oontrlOlor or wubcontu.ctor conlr8Cling lor .ny PM"
of the C10nUact work which m.y '.'IU'" or Involve 'he .nlJlloy
ment of ._are,.. meckanlc., w.tuhn"n, or guerdll (lncludinliJ
apprentic.., ualne.., and h.I....r. dUlcrlb.,d In ,..,.gr.phN .. .nd
6 eboYCII .hall requira or permil .ny lebo,.r. mechanic, watch
man. Dr gua,d In Iny workwa.k in which ....,.h. ia employ.d on
.uch work. 10 work In ..e... of 40 hourt in luch wo,kw..k
unl.sa lueh lebo,.,. machaNc, watotvnan, or guard recllv..
compen..tlon e' a ra.. not 'e.. 'Mn on"lnd-ont.h.1I tlm..
hi.",". boola ..,. 01 p.Y 10' oil hou.. wo,k.d In ...... 01 40
hoUri In luch workweek.
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Uoblll'y for Unpold W.O.,: Uquld...d C.m.on: In thl
....n' 01 ony vlolllion 01 tho ol.v.. "' forth I" p.'.O..ph 7
lIbov.. tho oont,.otor and Anv lubconUtctor rl.pon.lbl. therao'
Iholl b.llob1.,o 'h. ."..'.d ."",Ioyn 10. hi.,ho, unp.ld w.gn,
'n oddl.lon_ ouoh .on....'o. .nd .uboon"..'o, .holl b. II.bl. '0
p... .
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,. On .11 Fed.r.t.aid contract. on the NI'ioMI HighwIY
Syatem, Ixcept tho.. which proYlde lot.IV for the inlt.-I.tion of
protective devic.. .t ,eiholld greet. era.ling.. tho.. which ....
con.,ruc..d on I fore. Kcount or dirlct labor b..il, highwIY
b..utification contrlct.. and contrlct. for which the lot" finBI
construction COl' for ro'-way and bridge II I.s. than
".000.000 123 CFA 6351 th. contractor .Nil:
e. hcoI'M famililr with tM lilt of apeci'ic .,.teri.. and
.upplie. containad in Form FHWA-47. .SUlternent of Mattri..
Ind Labo, U..d bv Contractor of Highwav Con.tNction InYOlvinG
FecIer. Funds.. prior to the conwnencement of work under this
cont,.ct.
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b. Maintein a r.cord of the totar COlt of ..I mlt.rilll. and
.uppli.. purch"ld for end incorpore'ed in the work. _nd "'0 of
the qulntiti.. of tho.. ~ecific metari... and luppli.. Ii.ted on
Form FHWA.47. and in the Unltl lhown on Form FHWA.47.
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c. Furni.h. upon tho compl.tion of the contrlct. to the
SHA 'I.ident Ingina., on Form FHWA.47 together with th. deta
r.qui'ld in pa,ag,aph 1 b ralatiVII to ml'.riel. Ind luppli... a finel
lebo, .ummary of .11 contr.ct work indicating the total houri
wo,ked .nd Iho tOlal .."ounl ..,nad.
4. No portion 0' the cont'lct ,hili b. aubllt. ...igned 0'
othe,wi.. diapo.. of ..c.pt with the writtln conllnt of the
aHA cont,eeting offic.,. 0' euthorized ,.Ip"..ntlliw. and luch
cona,nt when givan ,hall not 1M con.trued to "Ii.ve Ihl
oontr.cto, of anV 'lIponaibilitv fo' the fulfillment of lh1 contract.
Writtan conIant will ba givan onlV .fter tM SHA hi. ...ured Ihat
a.ch aubconlrect ill ovid.nced in writing .nd that it conleins ell
peninent prov'aiona .iWI"qui,ernantl of the prime contrect.
VlII. aAFETY: ACCIDENT PREVENTION
1. In the perforrnenc. of thi. contract the contracto, ehall
comply with all ""pUcebl. Fede,". Stlt.. and locellawl gon',..
(ng .afety. hulth. .nd unitation (23 CFR 835). The contractor
ahall provide ell ufegu.rdl. eat.tv dlvic.. 'M protlctive
equipment end .... any other needed .clion. a. It detarmine.,
or .. thI SHA oenlr.cting offic.' mev dat.rmina, to bs reeaon-
eblV nee....ry to protect the life and health of emplov"e. on the
job and the ..f.tv of the public and to prot,ct p,opanv in
conMction with the performance of the work conr.d bv the
contract.
2. It II a condition 0' thi. conlracl. .nd lhall be mid, I
condilion of ,.eh lubeonlracl, which the conlraelor .nl.,. inlO
purau.n' 10 thi, contract, that ,ho conUaclor.nd Mnv lIubconu.c:
tor .h.1I not permil ..,y employ." In pe,lormanc. of the con
Iroct. to work in lIU,rounding. 0' undor condltlonN which .,.
una.nitary. huerdov. ordlnooroua to hi./he, tMa1th or ..I.ty, I'
d.temned uncI.r conetruction '.'IIV and hlialth .tlndards (2.
CFR 1.211 p,omuIgated bv the S'Ctltory of Labor. In .cco,dlnce
with Secdon 107 of tha ContraCI Work Hour. end S.rety
S.enderd. Ac. (40 U.S.C. 3331,
3. Purouln. to 29 CFR 1925,3. I. I. e condi.lon 01 .hl.
cont,act tMt the S.cret.ry of Lebo, or authorized "pfllGntlti...e
thllr.of. .MlI haw right of _nt,v to InV lit. of contract perfor.
manOI to iMplct or (nvt.tiglte thl m.It" of compliance with
the conllructJon ..fotv end h..lth I1lnderdft end to clrrv out the
dud.. 0' thl Secretarv under S.ctlon 107 of the Contrect Work
Hour. end SIIIIY S..nd.rde Ac. (40 U.S,C, 3331.
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2. AI thn prime ccmt,..c,o,'. option. ei1htU . Mingle repo,t
cove,ing .11 conUDct work 0' a.pI'late 'eponl fo, the contr.etor
.nd for .Ich lubcon"lc1 ahall b. IUlHnittad.
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VII, IUBLETTING OR AIIIGNING THE CONTRACT
1. The con".clor ,hlill perform with i'l own orglnil.tion
contrlc1 work amounting to not lea. than 30 perclnt Cor I
g,e.,e, percentage If apeclfied el..whereln the contrlcU of the
tol.1 o,lglnl' contracl priCI, Ixcluding any Ip.claltv "em.
d..lgnat.d bv thl Slit.. Splcialty item. mov ba per'orrMd by
.ubcontr.ct Ind th. .mounl of anv wuch ,plciDltv illma ,.r.
'ormed mlY be deduc,.d f,om the total original contr'CI priCG
befo,a computing the emount of work requlr.d to be ~erforrnad
bv the conulcto,'. own org.nization &23 CFR 635).
I. .," own o,g.niz.tlon- whlll be Gon.,rued to include
only worker. employ.d .nd plld directly by the prime co"trlctor
Ind .qulpmln, ownld or rant.d by the prim. con"lctor. wllh or
withtlut operalor.. Such tarm do.. not includ. ,mploye.. or
,qulpm.n' at I .ubconlractor. ...igM', or .g.nt o' the prime
~onu.ctor.
b. .SlhJcielty Item'. IhKII h, eon.uuRd to be Iln.,ed to
work IhMt r"~Ulr.. hiOhly Ip.clahnd knowledge, Ihililie., or
.qulpment nol o,din.rily .vltil.ble in the tYY11 01 cn"tractlng
o,glni,..tiontl qUlh'"d .nd e.pecled to bid on Ihl oonu.c' '1 I
whola dud In "anerl' .rl to b. IImit.d 10 minor CO"'l,anlnl' 01
U" 0....'''11 COIUtlct.
a. Tn. COlllrlct .mount upon which the requlramln,...t 'onh
In p.rlgraph 1 of S'Ollon VII il computad Includ.. the COI' 0'
mlt,,111 Ind mlnufacturad produc.. whioh I" '0 b, purchaled
or produced by the contr.ctor under tha contrlct pfovt.lon..
3, Th. contrector .helllurnl.h (ele complllnt Iuplnntlndent
or .up.r.....o' who II emploYld by the 'im. hi' full authority to
d"ICI pa,fo,milnc. 01 the wark In acoord.no. with thl canu,cI
'Iqulre""nt., .nd ,. In charg. of .lI Ilon,.,uctlon op.ration.
Irlg..dl... 01 whc plrlorm. the workl Ind (bl luch othe, 01 III
own o,g.ni'luonl' ,..aufo" (aup.rYialon. mlnlOlmenl, end
'"o,nll'lng ."viceal .1 thl aHA contr.otlng officer dllafmlnll
II n.call.,y to .IIUII thl performance of Ih, contr.ct.
IX. FALII! ITATl!MENTIl CONCERNING HIGHWAY PROJECTI
In ord.r to ..,ure high qu.llty and dur.bll con'tructlon In
conformity with IIPproved plln. Ind Ipaclfic.tlona Ind . high
dlgr.. of Nllabililv on .tltlm.nl' and rep".antltionl mad. by
.nglne.,.. cont,aclor.. IUPpU.... IInd work." on Fedl'lrll.aid
highway protect.. It .. ....nll.. tha' all p.,.an. ooncerned with
tM project parform their lunctlonll II c.ra'ully, Ihoroughly. .nd
heJIMlllly al po..ibte. Willlul flllli'lc.Uon, dllto,lIon, or ",,_,.p,e
.Inlltion with ,.,p.c' to any f.ctl "Iatld to thl projacl il II
violltlon a. Fed..aI I.w. To p,evenl .nv milundl"llnding
regarding IMIII,iou.nell of th... and ,Imllar .cta. th.. 'ollowing
notl.. lhell bo pOlted on ee.h Fedorej,eld hlghwev prclect 123
CFR IJ5' In OM or more pl,cII whir. It I. r.adlly av.ll.ble to .11
parlonl ooncerned with the project:
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NOTlC~, TO AU 1'EIII00NEL I!NOAOED ON Fl!DEIIAL-AID
HlGHWA Y PIIOJI!CTI
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II U.S,C. 1020 Illde II (oflow.:
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.Kfto.Wf, blllntJMI oNic.,. aglnl, 01 .",plo'll' of 'h. Unlt.d
SI.,.., Of of any Sta.. 0'. T.",I01Y. "f WhOIV.', wh.t^" .
p.,'OII, ...."e/.'Mn, 111m, Of rOlp",.'Io,., 'mowIng/v m.k.. .ny
I._ """"',,,. f.. IIpI...,.,.,lon, Of ,.,.. ''''0'' II to the
eMr.c'", "ue/lty, IIU."IIIy, '" co" "f th. m.r.,I., u..d Of 10 b.
wed, 0' Ih. ,,,,,,"IV Dr ,uelilr of Ih. WOI. p,""""ed 0' '0 be
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edg. and information of plilrticipant '- not required to ..ceed that
which i" normally pOI.el..d by . prud.nt per.on In the ordinary
courl. of bueine.. d..ing..
j. Except for tran_.ctio,... euthorized under paragraph f of
the.. Jrw1ruction.. if . participant in . conred trana.ction
knowingly Int.,. inl0 . lower IMr covemd ".naaedan with.
perlO" who i. luapencled, debarred. inIIisible. or YOIuntarily
..cludtw:l from participation in thi, 'r&neaaction. in eddition to
D.....' '~i.. .veil..l. to tIN Fed.,eI Govemrnent. t.... depllU.
ment or 8gtIncy mIIV termine.. .hi. trent.ction for 0...... or
de'...,I..
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Voluntary Eaduelon.-Primary Cove,.. T'....ctionl
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1. TM proaplcuve primery participent clrtin.. to the bel' of
it. knowledge and balief. that it and ill princip".:
eion and/or deblrment.
c. The proepective lowlr ti.r particlplnt .hall provide
Immediat. wrialn notice to the plr.on to which this propo.llIl.
eubmitted if .. MY time 1M proepectivo Iow.r ti., participant
'-amt u..t h. e.rtification w.. ...,OrMIOUI bV '.a.on of chengld
aircurnec.ncee.
d. The tormII.oow,fJd traMlction,. -d.blrred. - -.UlPlnd.
eeI,- -ine&i~..- -primary cowrlJd .r.nelction.- -participlnt,-
-,..reon,- -principel.- .propoeal.- and -voeuntarily e.cluded,- I'
used in thi. 01..... have the m11lni""a ..t out in I1he Olfinition,
and CoversOf:' aeationl of rut.a impl.menting ExecutivI Ordlr
, 2541. You mey OCH'ltact the per.on to which thi. propo..1 i.
IUbrnitted for __ltencs in obtaining. copy of tho.e regulltion..
I. The proapectiva'o.ar tier perticiplnt ...01 by lubmit-
ting thia propo'" that. ahould the propo.ed covered trln..etion
be ..ntlrad inta. It ,hall not knowingly enttlr into '''y lower tilr
cowr~ traneaction with &I p.rton who i. dlbarred. au.pendad,
dad.red iMliolbll. or voIun'.rily e.c'udad from participation in
thil COYIIred traneaction, Unll" authorized by the dap.nmlnt or
agency with which tN. t'tlMlction orilJinat.d.
f. The "rollMctiva fowor tiar plrtlcip.nt further eg,... by
lubmitting thil propou' that It will include thi. c'eu.. titled
.Certlficatlon R.garding D.barment. SUlpenllon. Ineligibility and
Volun~ry Exdualon.Lower Tier Covered Tran,acllon.. without
modific.lIon, 6n lilt low.' tia' cov.red tren..ationa and in all
.oIicit.tiona fo, iower tier covered t,anlcetion,.
g. A p.rticlp.nt In . covtlred ".n..etl=n "'\Iy "IV upon.
cartlfication of . pralpecdv. p.rtlcip.nt In . lower tier coverad
tr.n..cdon thet I. not dlb.rr.d. .u.pend.d. 'n.llgibl., or volun.
t.rilV ..cluded from the cove,ed .r.n"cllon, unl... it know. th.t
the certific.tion I. .noneou.. A p.rticlp.nt may d.clde tho
method end ',aquancy by which it dallermin.. the eligibility 0' itl
principal.. rleh plnlclplnt mlY, but i. not rlqul,ed to, check the
Nonprocur.rnent U'I.
!
'.....
I. Are not pr..ently debarred, wuap.nded. propo.ad for
deb.rment. d.ch".d ineligible. or voluntarily ..cluded from
coverld ".n..clion. by any Fed.,.. department or agency;
b. H.",. not within I a..year ptlriod prlc.ding thl. p,opo."
be.n convicted of or had . civil judgen\CI"t r.ndered agein.lt them
for commi..ion of freud or 8 criminel off.n.. in conn.ction with
obtaining, lIuamptlng to obtain, or pIIrformi~g . public IF,d.,aI.
Statl or local) tr.n.lctlo" or contr.ct under. public t"n..cuon;
"'ot.tion of Feder.1 or Stat. antltru.t ,Iatut.. 0' commillion of
amb8lJllm.nt, Ihaft. fo,gery. bribery, ''',lfieaUon 0' d.ltruttlon
0' record., making fal.. Ilatem.n.., or recliving Itolan prop.rty:
c. Are not prellnlly Indicted for 0' ottMrwi.. crlmnally 0'
civilly churged by . gove,nment.1 Intity (F..terllf. Stetl or focll)
with comn"llUlon of .n.,. of tM oUln..' enumer.t.d in p.r.graph
1 b of thlt> cerufic.tlon; and
d. H.ve not within. a.ye.r pe,lod prec.ding thi. applicl.
tion'propolI' hod ona or mora public .,."..ellon. (F.deral. St...
or loc.1I t.r"\ln.led for ceu.. or d.leult.
2. Wher. the pro.p.ctlv. prlmery plrticiplnt .. unabl, to
ce,tify I" .ny of thl .t.tem,nt. in thi. olrtiflcltion, .uch
pro.plctiv. plrticiplnt .hen att.ch an ..planltlon to thi.
propolIl.
2. IMtruelion. 'or Certification. Lower Tie, Covered TrlNllc.
tlun.:
(AppliCable ta .11 .ubcontr.ctl, puroh..e o,d.,. .nd other
low.' ti., .,.n..etlon. 01 Ull.OOO o,'mol. . 41 CFR 211
.. By lioninu and lub",mlng thi, propo..'. tha p,a.p.otive
low.' t..r I. providing thl certiflcetion .., ou, below.
I
I,
b. The od"I"o.lIon In thi. claull .. a ,nutarill",,,...nt..
lion of rae' upon w.uch relllne, w.. plac.d whln t.... ''In.IC.
toon w.. .n,.,.d Inlo, 11111. I..., d.,.rmlllId IlUlllh. Plo.p.e.
livI lawer "ar plrtlclp.n, knowlf'tOlv rlndarad an Irron.OUI
certlfloation, in ttddltlon to other IImadl" Iv.foble to the Fed.ral
Govern""nt. the dlplrtm.nt, or .g.ncV wllh wNch thit ""nIlO.
iion orIgin_led mlY pur.u. Iv.lIabl. ..""di.., Including .u.pen.
h. Nothing conlelned In th. foregoing .h.1I b. con.trued to
raquire e..ablilhment of a .yelem of r.co,d.ln ord.r to render In
good '.th the c.nUlaltlon ,equired by IhI. ol.ut.. The knowl.
edga and Infllnnetlon of partlelp.nt i. not r.quired to I.c..d th.t
which ,. normallv po......d by . prudent per.on In the o,dinlry
GOU'" of buliM'. d.allngs.
I, except fo, tr.n.aotlon. .uthorllld undar par.gr.ph a of
the.. Inlt,uctJonl. If . plrticlp.nl In _ oovered t,.nl.ction
knowingly ent.r. Into . lower tl., Gover.d trln..otlon with a
p".on who II IUlIIMndGd, debarred, 'MlIglbll. 0' voluntarllv
..olud.d from p.rtlelp.Uon In thl. tr.n..ollon. In oddltlon 10
otMr ramldle. Ivllleble to the Fed.ral GowrM'Mlnt, the d.p.,..
moot 0' .gono, wllh which thl. ".n...tlon orlaln.t.d m.y
purlu. IV-"abI. refMdl... ",eluding IVlp,nllon and/or d.b.,.
MInt,
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C...lllo.11on ......oIIng D.b.."'!'n,. ......""Ion. ....llglblllt' .nd
Volunlory 1._Ion...._.' TIo, Cow,.d T'on..ell.....'
1. Th. p,o.pcotl\lllow., II., p.rtlelp.nl 0.,,11I... b, lubml..
olon ollhl. p'opo.... thol ""lIh.,I. nolll. pllnclp.'. I. p,...ntly
deb,,,ed, .u.p.nded, p,opo.ld fordebl"".."t, decllred Ineliglbl.,
01 .....Iunl.,lly "clud"" ',om p.rtlelp.Uon In IhI. tr.n..etlon by
ony 'od.," ...p.rt...... 0' ...ney,
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY OS, 1995
OCCtlPATION: CERTIFIED ASBESTOS ABATEMENT WORKER
LOCATION: (STATE: CERT. ASBESTOS ABATEMENT WORKERS I
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, ItITSAP, LEWIS,
MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, TBURSTONAND
WBATCOM COUNTIES.
I
j
FRINGE BENEFITS
HOURLY BENEFITS
4.45 $/HR.
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
....... STATE WAGE RATE GROUP LISTING .......
020-0010 CERTIFIED ASBESTOS ABATEMENT WORKER
19.14
OTHER
020-9020 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 BRS/DAY AND 40 BRS/WK., MON'. TRRU FRI.,
AND ALL HOURS WORKED ON SAT (EXCEPT AS A
MAKE-UP DAY DUE TO INCLEMENT WEATlJE1ll, SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
ALL BOURS WORKED SUN. AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY. (1M)
020-9021 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, 'l'BANKSGIVING
DAY, '!'BE FRIDAY AND SATURDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY. (50)
.,:.....
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CRIMACUM RD. IMPROVEMENT
PAGE
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BWY-RJ2320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: CARPENTERS
LOCATION: (STATE: CARPENTERS)
CLALLAlI, GRAYS HARBOR, JEFFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC, PIERCE. SKAGIT. SNOHOMISH, THURSTON.
AND WBATCOM COUNTIES.
FRINGE BZNEFITS
HOURLY BENEFITS
5.55 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
....... STATE WAGE RATE GROUP LISTING ......*
070-0020 ACCOUSTICAL WORKER
070-0060 CARPENTER
070-0105 CARPENTER, ON CREOSOTED MATERIAL
070-0140 DRYWALL APPLICATOR
070-0150 FLOOR FINISHER
070-0160 FLOOR LAYER
070-0170 FLOOR SANDER
070-0200 MILLWRIGHT AND MACHINE ERECTOR
070-0250 PILEDRIVER
070-0300 SAW FILER
070-0315 SHINGLER
070-0330 STATIONARY POWER SAW OPERATOR
070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR
OTHER
070-9070 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 ItRS/W!<.. MON. THRU FRI.,
AND ALL BRS. WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY). SHALL BE PAID 1 1/2 TIMES
THE REGULAR RATE OF PAY. ALL HOURS WORKED
SUN. AND HOLIDAYS PAID OOUBLE THE REGULAR
RATE OF PAY.
070-9071 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY. THANKSGIVING
DAY, THE FRIDAY AND SATURDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
CBlMACUM RD. IMPROVEMENT
PAGE 2
---
-...-
"
JULY 05, 1995
STATE
STATE FEDERAL
RATE RATE
21. 86
21.70
21.80
21.70
21. 83
21. 83
21. 83
22.70
21.70
21.83
21. 83
21. 83
21.83
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BWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: CARPENTERS
LOCATION: (CARP0770D) COUNTIES WEST OF THE 120TH MERIDIAN
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (NORTH) PIERCE, SAN JUAN, SKAGIT, SNOHOMISH,
THURSTON, AND WHATCOM COUNTIES
!!'RINGE BENEFITS
HOURLY BENEFITS
5.55 $/HR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
070-0020 ACCOUSTICAL WORKER
070-0040 BRIDGE, DOCK AND WHARF BUILDER
070-0105 CARPENTER, ON CREOSOTED MATERIAL
070-0080 CARPENTERS AND DRYWALL APPLICATORS
070-0135 DIVER
070-0136 DIVERS TENDER
070-0150 FLOOR FINISHER
070-0160 FLOOR LAYER
070-0170 FLOOR SANDER
070-0200 MILLWRIGHT AND MACHINE ERECTOR
070-0260 PILEDRIVERS: DRIVING, PULLING, CUTTING,
PLACING COLLARS, SETTING, weLDING OR CRESOTE
TREATED MATERIAL, ALL PILING.
070-0300 SAW FILER
070-0315 SHINGLER
070-0330 STATIONARY POWER SAW OPERATOR
070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR
21. 86
21. 70
21.80
21. 70
53.65
23.87
21. 83
21. 83
21.83
22.70
21. 90
'--..
21.83
21.83
21.83
21.83
OTHER
070-9500 THE FOLLOWING HOtffiLY ZONE PAY IS APPLICABLE
TO ALL CLASSIFICATIONS EXCEPT PILEDRIVER.
070-9505 HOURLY ZONE PAY SHALL BE PAID ON JOBS LOCATED.
OUTSIDE OF TBE FREE ZONE COMPUTED FROM THE
CITY CENTER OF THE FOLLOWING LISTED CITIES:
)
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CRlMACtlM RD. IMPROVEMENT
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awy-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY OS, 1995
OCCUPATION: CARPEN'l'ERS
LOCATION: (CARP0770D) COUNTIES WEST OF THE 120TH MERIDIAN
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (NORTH) PIERCE, SAN JUAN, SKAGIT, SNOHOMISH,
'rBTJIlSTON, AND WHA'1'COM COUNTIES
0'l'HER
070-9510 SEATTLE OLYMPIA BELLINGHAM CHELAN
AUBURN BREMER'1'ON ANACORTES
RENTON SHELTON YAKIMA
ABERDEEN TACOMA WENA'1'CHEE
HOQUIAJ! EVERETT KELSO
BLLENSBURG M'1'. VERNON PT. ANGELES
CENTRALIA P'i'. TOWNSEND SUNNYSIDE
070-9520 BOlmLY ZONE PAY - PILEDRIVER ONLY
HOURLY ZONE PAY SHALL BE COMPUTED FROM
SEAT'rLE UNION HALL, TACOMA CITY Cl!!l'1'ER, AND
EVERETT CITY CEN'rER.
070-9525 ZONE ~AY
o -25 RADIUS MILES FREE
25-45 RADIUS r.ILES $ .70/HOUR
OVER 45 RADIUS MILES $1.50/BOUR
070-9535 SAN JUAN COUNTY: WORK IN SAN JUAN COUNTY
(EXCEPT LOPEZ ISLAND) SHALL Bl!lCONSIDERED AS
A SUBSISTENCE. EMPLOYEES WILL BE PAID $40.00
PER WEEK DAY SUBSISTENCE UNLESS ROOM AND
BOARD IS FURNISHED BY THE EMPLOYER.
070-9536 PILEDRIVERS WHO RESIDE IN ANACORTES,
MT. VERNON, OLYMPIA, WENATCHEE, OR YAKIMA
LOCAL UNION JURISDICTION AREAS, WORKING ON
JOBS, IN THEIR RESPECTIVE AREA, SHALL HAVE
THEIR ZONE PAY MEASURED FROM THEIR
RESPECTIVE CITY C1!:N'1'ER.
CBIMACUM RD. IMPROVEMENT
PAG1!l 4
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PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: CEMENT MASONS
LOCATION: (STATE: CEMENT MASONS) ,
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC, PIERCE, SRAGIT. SNOBOMISB. THURSTON, AND
WBATCOM COUNTIES.
FRINGE BENEFITS
HOURLY BENEFITS
6.60 $/BR.
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
......* STATE WAGE RATE GROUP LISTING *.**.*.
GROUP 1
090-0260 APPLICATION OF SEALING COMPOUND
090-0010 CEMENT MASON
090-0210 CONCRETE PAVING
090-0240 CURB AND GUTTER
090-0230 CURING CONCRETE
090-0220 PATCHING CONCRETE
090-0250 SIDEWALKS
21.56
21.56
21.56
21. 56
21.56
21.56
21. 56
I
'.....
GROUP 2
090-0330 APPLICATION OF UNDERLAYMENT
090-0350 COMPOSITION MASTIC
090-0280 CONCRETE SAW (SELF POWERED)
090-0360 EPOXY
090-0310 FINISH COLORED CONCRETE
090-0370 GUNITE NOZZLEMAN
090-0270 PLASTIC
090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS)
090-0160 SAND-BLASTING
090-0320 TUNNEL WORKERS
21.81
21.81
21.81
21.81
21.81
21.81
21.81
21.81
21.81
21.81
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090-0340 TROWEL MACHINE ON COLORED SLABS,
COMPOSITION OR KALMAN FLOORS
23.06
CHIMACUM RD. IMPROVEMENT
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6
LOCATION:
(STATE: CEMENT MASONS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON; AND
WHATCOM COUNTIES.
OTHI!:R
090-9091
STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 BRS/DAY OR 40 HRS/WK., MON. THRU FRI.
AND ALL HOURS WORKED ON SAT. (EXCEPT MARE-UP
DAYS), SHALL BE PAID 1 1/2 TItlES THE REGULAR
RATE OF PAY. ALL HOURS WORltED SUNDAYS AND
HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR
RATE OF PAY.
STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, LAST MONDAY IN MAY, 4TH OF JULY, LABOR
DAY, Tl!ANRSGIVING DAY, FRIDAY AND SATURDAY
AP'l'l!:R THANKSGIVING DAY AND CHRISTMAS DAY. (9)
(6E)
11
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: CEMENT MASONS
LOCATION: (!'BO: CDmNT MASONS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (NORTHERN PORTION), PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON AND WHATCOM COUNTIES
FRINGE BENEFITS
HOURLY BENEFITS
6.60 $/BR.
FEDERAL
WAGE RATES
OCCtlPATlotl
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
..*..* FEOERALWAGE RATE GROUP LISTING
.*****
090-0010 CEMENT MASON
090-0020 COLOR
090-0030 COMPOSITION, EPOXY
090-0070 GRINDER
090-0080 GUNI'l'E NOZZLZMAN
090-0110 MASTIC, '
090-0140 POWER TOOL OPERATOR
090-0390 TROWEL MACHINE
21.56
21. 81
21.81
21.81
21.81
21.81
21.81
21. 81
CBlMACtlM RD. IMPROVEMEN'l'
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IIWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: FENCE ERECTORS AND FENCE LABORERS
LOCATION: (STATE: FENCE ERECTORS AND FENCE LABORERS)
STATEWIDE EXCEPT SAN JUAN COUNTY.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE I'EDERAL
RATE RATE
******* STATE WAGE RATE GROUP LISTING *******
250-0010 FENCE ERECTOR 13.80
250-0020 FENCE LABORER 11_60
OTHER
250-9250 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 BOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: FLAGGERS
LOCATION: (STATE: FLAGGERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, JEFFERSON, RING, RITSAP,
KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, TBtlRSTON AND
YAKIMA COUNTIES.
FRINGE BENEFITS
APPRENTICE TRAINING
HEALTH AND WELFARE
PENSION
.20 $/HR.
2.15 $/HR.
2.10. $/BR.
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
....... STATE WAGE RATE GROUP LISTING .......
260-0010 PLAGGER
14.46
orSER
260-9262 STATE: OVERTIME - ALL BRS. WORKED IN EXCESS
OF 8 BRS/DAY AND 40 HRS/WK., MON. TflRU F'IlI.,
AND ALL BRS. WORKED ON SAT. (EXCEPT MlIRE-UP
DAY IF WORR IS LOST DUE TO WEATHER CONDI-
TIONS) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE OF PAY. ALL BRS. WORKI!:D SUN. . HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY.
260-9266 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
.....
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05. 1995
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON,
KING, KITSAP. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN).
PIERCE. SAN JUAN. SKAGIT. SNOHOMISH. THUJlSTON AND WHATCOM
COUNTIES
FRINGE BENEFITS
HOURLY BENEFITS
4.45 $/BR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
STATE FEDERAL
RATE RATE
OCCUPATION
DESCRIPTION
...... FEDERAL WAGE RATE GROUP LISTING ......
GROUP 1
350-0745 FINAL CLEAN-UP
350-0996 LANDGCAPING OR PLANTING
350-2055 WATCHMAN
350-2101 WINDOW CLEANER
12.14
12.14
12.14
12.14
GROUP 2
"-
350-0091 BATCH WEIGHMAN
350-0461 CRUSHER FEEDER
350-0730 FENCE LABORER
350-0765 I'LAGGER
350-1260 PILOT CAR
14.46
14.46
14.46
14.46
14.46
GROUP 3
350-0026 ASBESTOS ABATEMENT WORKER
350-0081 BALLAST REGULATOR MACHINE
350-0130 BRUSH CUTTER
350-0150 DRUSH HOG FEEDER
350-0190 BURNERS
350-0300 CHANGE-HOUSE MAN OR DRY SRACKMAN
350-0312 CHIPPING GUN. UNDER 30 LBS.
350-0320 CROKER SETTER
350-0340 CHUCK TENDER
350-0351 CLEAN-UP LABORER
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
."
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON,
KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WI\HKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
19.14
19.14
19.14
350-0390 CONCRETE FORM STRIPPER
350-0471 CORING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL.
CHAlUlED MA1'ERIALS)
350-0525 DITCH DIGGER
350-0660 DUMPMAN
350-0750 PINE GRADERS
350-0761 PIREWATCR
350-0780 PORM SETTER
350-0810 GABION BASKET BUILDER
350-0821 GENERAL LABORER
350-0860 GRINDERS
350-0865 GROUP MACHINE TENDER
350-0885 GUARDRAIL ERECTOR
350-0945 HAZMAT WORKER - LEVEL C
350-1371 POT TENDER
350-1641 8CALEMAN
350-1680 SIGNALMAN
350-1720 SLOPER SPRAYMAN
350-1765 STAKE HOPPER
350-1790 STOCKPILER
350-1871 TOOLROOM MAN (AT JOB SITE)
350-1880 TOPMAN - TAlLMAN
350-1890 TRACK LABORER
350-1925 TRUCK SPOTTER
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
350-2035 VINYL SEAMER
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
)
.....
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CHIMACUM RD. IMPROVEMEN'l'
PAGE 11
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: LABORERS
LOCATION. (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON,
RING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DOE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
...... FEDERAL WAGE RATE GROUP LISTING ......
GROUP 4
350-0051 ASPHALT RARER
350-0250 CEMENT DUMPER - PAVING
350-0314 CHIPPING GUN, OVER 30 LBS.
350-0385 CONCRETE DUMPER/CHUTE OPERATOR
350-0421 CONCRETE SAW OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0875 GROUTMEN(PRESSURE) INCLUDING POST TEN. BEAMS
350-0944 BAZMAT WORKER - LEVEL B
350-0951 BIGH SCALER
350-0981 JACKHAMMER
350-1000 LASER BEAM OPERATOR
350-1091 MAlffiOLE BUILDER
350-1142 MORTARMAN AND HOD CARRIER
350-1200 NOZZLEMAN (CONCRETE POMP, GREEN COTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GONNITE, SHOTCRETE l WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1274 PIPE POT TENDER
350-1280 PIPELAYER AND CAULKER
350-1340 PIPEWRAPPER
350-1410 POWER JACKS
350-1595 RIVET BUSTER
350-1575 RODDER
350-1715 SLOPER (OVER 20')
350-1753 SPREADER (CONCRETE)
350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, , CRIBBER)'
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
'--..
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
)
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CBlMACUM RD. IMPROVEMENT
PAGE 12
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BWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON,
KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM
COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM
COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
.**..* FEDERAL WAGE RATE GROUP LISTING *.**.*
GROUP 4
350-2000 VIBRATOR
350-2091 WELL-POINT MAN
19.62
19.62
GROUP 5
350-0200 CAISSON WORKER
350-0943 HAZMAT'WORKER - LEVEL A
350-1110 MINER
350-1380 POWDERMAN
350-1500 RE-TIMBERMAN
19.98
19.98
19.98
19.98
19.98
OTHER
350-9501 ZONE DIFFERENTIAL (ADD TO ZONE ONE RATES):
ZONE 2 - $.70/HR.
ZONE 3 - $1.00/HR.
350-9505 ZONE BASE POINTSI BELLINGHAM, MT. VERNON,
EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA,
CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON.
350-9510 ZONE 11 PROJECTS WITHIN 25 RADIUS MILES OF
THE RESPECTIVE CITY HALL.
ZONE 21 MORE THAN 25 BUT LESS THAN 45 RADIUS
MILES FROM THE RESPECTIVE CITY HALL.
ZONE 3: MORE THAN 45 RADIUS MILES FROM THE
RESPECTIVE CITY HALL.
CHIMACUM RD. IIG'ROVEMENT
PAGE 13
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY OS, 1995
OCCUPATION: LABORERS
LOCATION: (STATE LABORERS) CLALLAM, GRAYS BllRBOR, JEFFERSON, ISLAND,
KING, ItITSAP, LEWIS, !>',ASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH,
THURSTON, AND WBATCOM COUNTIES
FRINGE BENEFITS
HOURLY BENEFITS
4.45 $/BR.
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1A
350-0745 PINAL CLEAN-UP
12.14
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
14.46
14.46
14.46
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION, WR~CKING AND MOVING (INCL.
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-0945 BAZMAT WORKER - LEVEL C
350-0946 BAZMAT wonKER - LEVEL D
350-1370 POT TENDER
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
19.14
CBlMACUM RD. IMPROVEMENT
PAGE 14
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
~ Imi~VlWr_-...
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JULY 05, 1995
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, ISLAND,
RING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH,
THtlRSTON, AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP J
350-1390 POWDERMAN BELPER
350-1765 STAKE HOPPER
350-1870 TOOLROOM MAN (AT JOB SITE)
350-1880 TOPMAN - TAlLMAN
350-1940 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0050 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0420 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0944 HAZMAT WORKER - LEVEL B
350-0950 HIGB SCALER
350-0980 JACKHAMMER
350-1142 MORTARMAN AND BOD CARRIER
350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
CBIMACUM RD. IMPROVEMENT
PAGE 15
STATE FEDERAL
RATE RATE
19.14
19.14
19.14
19.14
19.14
19.14
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
19.62
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
--
--- -----.-
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JULY OS, 1995
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, ISLAND,
KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH,
'l'BllRSTON, AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS
OPERATED TOOLS
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
GROUP 5
350-0200 CAISSON WORKER
350-0535 DIVER
350-0943 HAZMAT WORKER - LEVEL A
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
350-9350 STATE I OVERTIME - ALL HOURS WORKED IN EXCESS
OJ!' 8 BRS./DAY OR 40 HRS./WK., MON. THRU !!'RI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE-
UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE I HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OJ!' JULY, LABOR DAY, 'l'RANKSGIVING
DAY, FRIDAY AND SATURDAY I!'OLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
CBIMACUM RD. IMPROVEMENT
PAGE 16
~
STATE FEDERAL
RATE RATE
19.62
19.62
19.62
19.62
19.98
19.98
19.98
19.98
19.98
19.98
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BWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: LANDSCAPE CONSTRUCTION
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON,
KLICKITA'l', LEWIS, "aASON, PACIFIC, SAN JOAN, SKAGIT, 'SKAMANIA,
THURSTON, AND WABKIAKtlM COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
....... STATE WAGE RATE GROUP LISTING .......
370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT
OPERATORS
370-0035 IRRIGATION EQUIP. INSTALLERS
370-0010 LANDSCAPING OR PLANTING LABORERS
7.81
11. 42
7.93
OTHER
370-9510 ALL HOURS WORKED IN EXCESS OF EIG~ BOURS PER
DAY OR FOu'R'l'Y BOURS PER WEEK SHALL BE PAID AT
ONE , ONE-HALF TIMES THE HOURLY RATE OF WAGE
370-9520 NO FRINGE BENEFITS, EIl'FECTIVE MARCH 3, 1993
{......
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CIIIMACtIM RD. IMPROV!MEN'1'
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (STATE: POWER EQUIPMENT OPERATORS)
CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WBATCOM, AND YAKIMA COUNTIES.
FRINGE BENEFITS
HOURLY BENEFITS
5.81 $/BR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
.*...* STATE WAGE RATE GROUP LISTING *...*.
GROUP 0
570-2205 CRANES OVER 200 TONS WITH 250 FT. OF BOOM,
WITH JIB AND ATTACHMENTS
GROUP lA
570-2141 CRANE - OVERHEAD, BRIDGE TYPE 100 TONS
AND OVER
570-2182 CRANE - 100 TONS THRU 199 TONS OR 150 FT.
BOOM INCLUDING JIB WITH ATTAC~TS
570-4361 LOADER - 8 YDS AND OVER
570-6315 SHOVEL AND ATTACH., 6 YDS. AND OVER
570-6720 TOWER CRANE
GROUP 1
570-0472 BACKHOE, OVER 3 YDS. TO 6 YDS.
570-1325 CABLEWAYS
570-2126 ~TE - OVERHEAD, BRIDGE TYPE 45 TONS
'1'HIlU 99 TONS
570-2259 CRANE - 45 TONS AND UP TO 100 TONS OR, 150
rr. OF BOOM
570-2624 DERRICKS, BUILDING
570-4302 LOADER - OVERHEAD, 6 YDS AND UP TO 8 YDS
570-4705 MOCKING MACHINE, MOLE, TUNNEL DRILL
AND/OR SHIELD
570-5425 QOAD 9 AND SIMILAR, 0-10 AND HD-41
CHIMACUM RD. IMPROVEMENT
PAGE 18
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JULY 05, 1995
STATE
STATE FEDERAL
RATE RATE
23.85
23.35
23.35
'--..,
23.35
23.35
23.35
22.85
22.85
22.85
22.85
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22.85
22.85
22.85
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HWY-R32320-M
PREVAILING MINIMUM HOURLY WAGE RATES JULY OS, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (STATE: POWER EQUIPMENT OPERATORS)
CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SM JUAN, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
...... STATE WAGE RATE GROUP LISTING ......
GROUP 1
570-5547 REMOTE CONTROL OPERATOR, ETC.
570-5621 ROLLAGON
570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER
570-6300 SHOVEL, BACKHOES OVER 3 YDS. UP TO 6 YDS.
570-6405 SLIPFORM PAVERS
570-6915 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
GROUP 2
570-0444 BACKHOE - 3 YDS , UNDER
570-0431 BACKHOE, 75 HP. , OVER
570-1229 BUMP CUTTER
570-1485 CHIPPER
570-1771 CONCRETE BATCH PLANT OPERATOR
570-2111 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS
THRU 44 TONS
570-2381 CRANE - 20 TONS UP TO 45 TONS
570-2546 CRUSHERS
570-2592 DECK ENGINEER, DECK WINCHES (POWER)
570-2905 DRILLING MACHINE
570-3132 FINISHING MACHINE, CURB EXTRUDER
570-4285 LOADER - OVERHEAD, UNDER 6 YDS
570-4452 LOCOMOTIVES, ALL
570-4540 MECHANICS, WELDERS
570-4615 MIXERS, ASPHALT PLANT
570-4644 MOTOR PATROL GRADER, FINISHING
570-4800 OILER, DRIVER, TRUCK CRANE 100 TONS ~ OVER
570-5025 PILEDRIVER (OTHER THAN CRANE MOUNT)
570-5365 PUMP TRUCK MOUNTED CONCRETE PUMP WITH
BOOM ATTACIIMEN'1'
CBIMACUM RD. IMPROVEMENT
PAGE 19
STATE FEDERAL
RATE RATE
22.85
22.85
22.85
22.85
22.85
22.85
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
--._-- --.
-
. ,
JULY 05. 1995
LOCATION: (STATE: POWER EQUIPMENT OPERATORS)
CLALLAM.DOUGLllS. GRAYS HARBOR. ISLAND, JEFFERSON. KING,
KITSAP. LEWIS, MASON. PACIFIC. PIERCE. SAN JUAN, SKAGIT.
SNOHOMISH. THURSTON. liHATCOM, AND YAKIMA COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
570-5774 ROTO-MILL. ROTO-GRINDER
570-6045 SCRAPERS, SELF-PROPELLED. UNDER 45 YDS.
570-6075 SCREED MAN
570-6285 SHOVEL. BACKHOES 3 YDS. AND UNDER
570-6540 SUB-GRADER. TRIMMER
570-6875 TRACTORS, BACKHOES, OVER 75 H.P.
570-7382 YOYO DOZER
GROUP 3
570-0115 A-FRAME CRANE, OVER 10 TONS
570-0430 BACKHOE, 75 BP. & UNDER
570-0697 BELT LOADERS - ELEVATING TYPE
570-1991 CONCRETE PUMP
570-2096 CONVEYORS
570-2349 CRANE - UP TO 20 TONS
570-2754 DOZER - 09 AND UNDER
570-3085 EQUIPMENT SERVICE ENGINEER
570-3332 PORK LIFTS, 3000 LBS. AND OVER
570-3450 GRADE ENGINEER
570-3910 HOISTS, AIR TUGGERS, ETC.
570-3955 BYDRALIFTS/BOOM TRUCKS OVER 10 TONS
570-4632 MOTOR PATROL GRADER, NON-FINISHING
570-4802 OILER, DRIVER, TRUCK CRANE UNDER 100 TONS
570-4770 OILERS, DRILL, AUGER TYPE
570-4774 OILERS, PLANT, (ASPHALT CRUSHER)
570-5732 ROLLERS, ON PLANT. ROADMIX OR MULTI-LIFT
MATERIALS
570-5985 SAWS, CONCR~E
570-6015 SCRAPERS, CARRY ALL
CHIMACUM RD. IMPROVEMENT
PAGE 20
"';::::.'{:j,\',' ;)~,(;'t<li;'~}~,j"~.t,:' ~~ ,.,. 'I'
STATE FEDERAL
RATE RATE
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.0'5
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (STATE: POWER EQUIPMENT OPERATORS)
CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON. PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM, AND YARIMA COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-6030 SCRAPERS, CONCRETE
570-6485 SPREADER, TOPSIDE OPERATOR
570-6877 TRACTORS, BACKHOES, 75 H.P. AND UNDER
570-7005 TRENCHING MACHINE
22.05
22.05
22.05
22.05
GROUP 4
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
1!l.95
19.95
19.95
19.95
19.95
19.95
570-0130 A-FRAME ~RANE, 10 TONS AND UNDER
570-0285 ASSISTANT ENGINEERS
570-0965 BOBCAT
570-1165 BROOMS
570-1726 COMPRESSORS
570-3330 FORK LIFTS, UNDER 3000 LBS.
570-3505 GRADE CHECKER AND STAREMAN
570-3970 BYDR.I\LIFTS/BOOM TRUCKS 10 TONS AND UNDER
570-4752 OIL DISTRIBUTORS, BLOWERS. ETC.
570-4869 PAVEMENT BREAKER
570-4975 PERMANENT SHAFT-TYPE ELEVATOR
570-5156 POSTHOLE DIGGER, MECHANICAL
570-5215 POWER PLANT
570-5410 PUMPS. WATER
570-5692 ROLLER, OTHER THAN PLANT ROAD MIX
570-6170 SHOTCRETE GUNITE OPERATOR
570-7290 WHEEL TRACTORS, FARNALL TYPE
,
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (STATE: POWER EQUIPMENT OPERATORS)
CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SHOBOMISH, THURSTON, WBATCOM, AND YAKIMA COUNTIES.
OTHER
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 BRS/WK., MON. TBRU FRI.,
AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2
TIMES THE REGULAR RATE. ALL HOURS WORKED
SUN. AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE OF PAY.
570-9572 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, TBE FRIDAY AND SA'l'URDAY FOLLOWING
TBANRSGIVING DAY AND CHRISTMAS DAY.
570-9610 (8L) WORKERS ON HAZMAT PROJECTS RECEIVE
ADDITIONAl. HOURLY PREMIUMS AS FOLLOWS -
LEVEL A: $0.75, LEVEL B: $0.50, AND
LEVEL C: $0.25.
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PREVAILING MINIMUM HOURLY WAGE RATES JULY OS, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (FEDERAL: POWER EQUIPMENT OPERA'!'ORS)
CBZLAN, CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
KI'l"rITAS, MASON, SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM, YAKIMA,
AND THE PART OF DOUGLAS COUN'l'Y WEST OF THE 120TH MERIDIAN.
FRINGE BENEFITS
BOURLY BENEFITS
5.76 $/HR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
...... FEDERAL WAGE KATE GROUP LISTING ..**..
GROUP lA
570-2205 CRANES OVER 200 TONS WITH 250 FT. OF BOOM,
WITH JIB AND ATTACHMENTS
23.85
GROUP 1
570-2141 CRANE - OVERHEAD, BRIOGE TYPE 100 TONS
AND OVER
570-2182 CRANE - 100 TONS TBRU 199 TONS OR 150 FT.
BOOM INCLUDING JIB WITH ATTACHMENTS
570-4361 LOADER - 8 YDS AND OVER
570-6302 SHOVELS, BACKHOES 6 YDS. AND OVER
570-6720 '!'OWER CRANE
23.35
23.35
23.35
23.35
23.35
GROUP 2
570-1325 CABLEWAYS
570-2126 CRANE - OVERHEAD, BRIOGE TYPE 45 TONS
THRU 99 TONS
570-2262 CRANE - 45 TONS AND UP TO 100 TONS, UNDER
150' OF BOOM INCL. JIB
570-2624 DERRICKS, BUILDING
570-4302 LOADER - OVERHEAD, 6 YDS AND UP TO 8 YDS
570-4705 MUCKING MACBINE; MOLE, TUNNEL DRILL
Afm/OR SHIELD
570-5425 QUAD 9 AND SIMILAR, 0-10 AND BD-41
570-5547 REMOTE CONTROL OPERATOR, ETC.
22.85
22.85
22.85
22.85
22.85
22.85
22.85
22.85
CBIMACtJl4 RD. IMPROV'EMEN'l'
PAGE 23
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (FEDERAL: POWER EQUIPMENT OPERATORS)
CHELAN, CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
KITTITAS, MASON, SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM, YAKIMA,
AND THE PART OF DOUGLAS COUNTY WEST OF THE 120TH MERIDIAN.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
.....* FEDERAL WAGE RATE GROUP LISTING ......
GROUP 2
570-5621 ROLLAGON
570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER
570-6300 SHOVEL, BACKHOES OVER 3 YDS. UP TO 6 YDS.
570-6405 SLIPFORM PAVERS
570-6915 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
22.85
22.85
22.85
22.85
22.85
GROUP 3
570-1229 BUMP CUTTER
570-1485 CHIPPER
570-1771 CONCRETE BATCH PLANT OPERATOR
570-2111 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS
'i'HRU 44 TONS
570-2546 CRUSHERS
570-2594 DECK ENGINEER/DECK WINCHES, MECHANIC
570-2905 DRILLING MACHINE
570-3131 FINISHING MACHINE
570-4285 LOADER - OVERHEAD, UNDER 6 YDS
570-4365 LOADER, PLANT FEED
570-4452 LOCOMOTIVES, ALL
570-4615 MIXERS, ASPHALT PLANT
570-4644 MOTOR PATROL GRADER, FINISHING
570-4800 OILER, DRIVER, TRUCK CRANE 100 TONS' OVER
570-5025 PILEDRIVER (orBER THAN CRANE MOUNT)
570-5365 PUMP TRUCK MOUNTED CONCRETE PUMP WITH
DOOM ATTACHMENT
570-5774 ROTa-MILL, ROTO-GRINDER
570-6045 SCRAPERS, SELF-PROPELLED, UNDER 45 YDS. '
570-6075 SCREED MAN
570-6295 SROVEL, BACKHOES 3 YDS. AND UNDER
22.41
22.41
22.41
22.41
'-..,
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
22.41
)
_,.I'
22.41
22.41
22.41
22.41
\
CBIMACtIM RD. IMPROVEMENT
I' 0
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PAGE 24
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PREVAILING MINIMUM HOURLY WAGE RATES
JULY 05, 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (FEDERAL: POWER EQUIPMENT OPERATORS)
CHELAN, CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, RING, RITSAP,
KITTITAS, MASON, SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM, YAKIMA,
AND THE PART OF DOUGLAS COUNTY WEST OF THE 120TH MERIDIAN.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
570-6540 SUB-GRADER, TRIMMER
570-6875 TRACTORS, BACKHOES, OVER 75 B.P.
570-7382 YOYO DOZER
22.41
22.41
22.41
GROUP 4
570-0115 A-FRAME CRANE, OVER 10 TONS
570-1991 CONCRETE' PUMP
570-2096 CONVEYORS
570-2349 CRANE - UP TO 20 TONS
570-2754 DOZER - D9 AND UNDER
570-3085 EQUIPMENT SERVICE ENGINEER
570-3331 FORK LIFTS WITH ATTACHMENTS, 3000 LBS , OVER
570-3910 HOISTS, AIR TUGGERS, ETC.
570-3955 BYDRALIFTS/BOOM TRUCKS OVER 10 TONS
570-4392 LOADER - ELEVATING TYPE
570-4632 MOTOR PATROL GRADER, NON-FINISHING
570-4802 OILER, DRIVER, TRlICK CRANE UNDER 100 TONS
570-4770 OILERS, DRILL, AUGER TYPE
570-4774 OILERS, PLANT, (ASPHALT CRUSHER)
570-5732 ROLLERS, ON PLANT, ROADMIX OR MULTI-LIFT
MATERIALS
570-5985 SAWS, CONCRETE
570-6015 SCRAPERS, CARRY ALL
570-6030 SCRAPERS, CONCRETE
570-6480 SPREADER, fJLAW KNOX, ETC.
570-6485 SPREADER, TOPSIDE OPERATOR
570-6528 STRATO TOWER BUCKET ELEVATORS AND DECR
WINCHES (POWER)
570-6877 TRACTORS, BACKHOES, 75 B.P. AND UNDER
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
22.05
)
J-'
/'
22.05
CBIMACUM RD. IMPROVEMENT
PAGE 25
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BWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: POWER EQUIPMEN'i' OPERATORS
LOCATION: (FEDERAL: POWER EQUIPMEN'i' OPERATORS)
CHELAN, CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
KITTITAS, MASON, SAN JUAN, SKAGIT, SNOHOMISB, WHATCOM, YAKIMA,
AND THE PART OF OOUGLAS COUNTY WEST OF THE 120TH MERIDIAN.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
*.**.* FEDERAL WAGE RATE GROUP LISTING **..**
GROUP 4
570-7005 TRENCHING MACHINE
22.05
GROUP 5
570-0130 A-FRAME CRANE, 10 TONS AND UNDER
570-0965 BOBCAT
570-1165 BROOMS
570-1726 COMPRESSORS
570-3330 ~RK LIFTS, UNDER 3000 LBS.
570-3505 GRADE CHECKER AND STAKEMAN
570-3970 BYDRALIFTS/BOOM TRUCKS 10 TONS AND UNDER
570-4725 MULCH SEEDING OPERATOR
570-4752 OIL DISTRIBUTORS, BLOWERS, ETC.
570-4869 PAVEMENT BnEAKER
570-4975 PERMANE~ SHAFT-TYPE ELEVATOR
570-5156 POSTHOLE DIGGER, MECHANICAL
570-5215 POWER PLANT
570-5410 PUMPS, WATER
570-5682 ROLLER, OTHER THAN PL~ ROAD MIX
570-6170 SROTCRETE GUNITE OPERATOR
570-6498 STAREHOP
570-7290 WHEEL TRACTORS, FARMALL TYPE
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
19.95
/....~
~.- .~
0'1'BER
;,
570-9510 ZONE DIFFERENTIAL (AOD TO ZONE 1 RATES)
ZONE 2 (26-45 RADIUS MILES) - $.70
ZONE 3 (OVER 45 RADIUS MILES) - $1.00
)
,.1"
,
CBIMACUM RD. IMPROVEMENT
I' 0
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awy-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05. 1995
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: (FEDERAL: POWER EQUIPMENT OPERATORS)
CHELAN. CLALI,AM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP,
KITTITAS, MASON. SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM, YAKIMA,
AND THE PART OF DOUGLAS COUNTY WEST OF THE 120TH MERIDIAN.
OTHER
570-9520 BASE POINTS: BELLINGHAM, MOUNT VERNON, KENT,
PORT ANGELES, PORT TOWNSEND. ABERDEEN,
SHELTON, BREMERTON, WENATCHEE, YAKIMA
SEATTLE, EVERETT
570-9530 HANDLING OF HAZARDOUS WASTE MATERIALS:
PERSONNEL IN ALL CRAFT CLASSIFICATIONS
SUBJECT TO WORKING INSIDE A F~~ERALLY
DESIGNATED HAZARDOUS PERIMETER SHALL BE
ELIGIBLE FOR COMPENSATION IN ACCORDANCE WITH
THE FOLLOWING GROUP SCHEDULE RELATIVE TO THE
LEVEL OF HAZARDOUS WASTE AS OUTLINED IN
570-9531 THE SPECIFIC HAZARDOUS WASTE PROJECT
SITE SAFETY PLAN.
570-9535 H-1 BASE WAGE RATE WHEN ON A HAZARDOUS
WASTE SITE WHEN NOT OUTFITTED
WITH PROTECTIVE CLOTHING.
B-2 CLASS "C" SUIT - BASE WAGE RATE PLUS
$.25 PER HOUR.
570-9536 B-3 CLASS "B" SUIT - BASE WAGE RATE PLUS
$.50 PER HOUR.
B-4 CLASS "A" SUIT - BASE WAGE RATE PLUS
$.75 PER HOUR.
570-9570 FEDERAL: FOOTNOTE 1 90' OF THE BASE RATE
PLUS FULL FRINGE BENEFITS MAY BE PAID ON
PROJECTS MEETING THE FOLLOWING CRITERIA:
1. PROJECTS INVOLVING WORK ON BRIDGES AND
STRUCTURES WHOSE TOTAL VALUE IS LESS THAN
$1.5 MILLION EXCLUDING MECHANICAL, ELEC-
TRICAL ~m UTILITY PORTIONS OF THE
570-9572 CONTRACT. UTILITIES INCLUDE SANITARY AND
STORM SEWERAGE AND FACILITIES FOR THE
DELIVERY OF WATER. GAS, ELECTRICITY AND
COMMUNICATIONS.
2. PROJECTS OF LESS THAN $1 MILLION WHERE
NO STRUCTURES ARE INVOLVED SUCB AS SUR-
PACING AND PAVING. UTILITIES ARE
CBIMACUM RD. IMPROVEMENT
PAGE 27
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PREVAILING MINIMUM HOURLY WAGE RATES JULY 05, 1995
OCCUPATION: POWER EQUIP~lENT OPERATORS
LOCATION: (FBDERAL: POWER EQUIPMENT OPERATORS)
CHELAN, CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
KITTITAS, MASON, SAN JUAN, SKAGIT, SNOliOMISH, WBATCoM, YAKIMA,
ANII THE PART OF DOUGLAS COUNTY WEST OF THE 120TH MERIDIAN.
OTHER
570-957~ EXCLUDED FROM THE COST OF PROJECT.
3. MARINE TYPE PROJECTS SUCH AS DOCKS ,
WHARFS UNDER $150,000.
,
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\',iI
PAGE 28
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PREVAILING MINIMUM HOURLY WAGE RATES JULY OS, 1995
OCCUPATION: TEAMSTERS
LOCATION: (STATE) JEFFERSON COt1N'1'Y
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
...... STATE WAGE RATE GROUP LISTING ......
730-0001 ALL CLASSIFICATIONS 15.42
OTHER
730-9730 STATE I OVERTIME - ALL HOURS IN EXCESS OF 8
BOORS PER DAY AND 40 HOURS PER WEEK, SHALL
BE PAID AT ONE AND ONE-HALl!' TIMES 'l'i!E
REGULAR RATE OF PAY.
,........
,
i..
CBIMACUM RD. IMl'ROITEMEN'l'
PAGlI!l 29
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-
FEDERAL
STATE FEDERAL
RATE RATE
-':L~~~;t~~j~__~
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
LOCATION: (TEAM0174A)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
ItITSAP, LEWIS, MASON, PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES.
FRINGE BENEFITS
HOURLY BENE1;'ITS
5.61 $/BR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 1
730-0010 A-FRAME OR BYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR BYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOH DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF I OVER 20 YARDS TO AND INCL. 30 YARDS
730-0230 DUMPSTERS, AND SIHILAR EQUIPMENTITOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TIlACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
TBEREOFIOVER 16 YARDS TO AND INCL. 20 YARDS
CHlMACUM RD. IMPROVEMENT
PAGE 30
21. 22
21.22
21. 22
21. 22
21. 22
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IlWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
LOCATION: (TEAM0174A)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PIERCE, SAN JUAN,
SRAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 1
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR
EQUIPMEN'l'
730-0460 FLAHERTY SPREADER
730-0670 mSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0705 LOWBED AND HEAVY DU'l'Y TRAILER
730-0910 OIL DISTRIBU'l'OR DRIVER (ROAD)
730-1505 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY
CONSTRUCTION.
730-2016 WATER WAGON AND TANK TRUCK: 3000 GAL. AND
OVER.
GROUP 2
730-0105 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENTITOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILEit, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTIONIDUMP
TRaCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
TBEREOFIUP TO AND INCLUDING 5 YARDS
CBlMACUM RD. IMPROVEMENT
PAGE 31
-
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JULY 05, 1995
STATE FEDERAL
RATE RATE
21.22
21.22
21.22
21.22
21.22
21.22
21.22
20.64
20.64
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES JULY 05. 1995
HWY-R32320-AA
LOCATION: (TEAMOI74A)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PIERCE, SAN JUAN.
SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
....*. F.EDERAL WAGE RATE GROUP LISTING .....*
GROUP 2
730-0220 DUMPSTERS. AND SIMILAR EQUIPMENT,TOURNO-
ROCKERS. TOURNOWAGON. TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA. LETOURNEAU, WESTINGHOOSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER ~m SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS. SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
730-0210 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON. TOURNOTRAlLER, CAT OW
SERIES. TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTIl TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION I DUMP
TRUCKS. SIDE. END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF I OVER 5 YARDS TO AND INCL. 12 YARDS
730-0500 FLATBED TRUCK, DUAL REAR AXLE
730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN ANDIOR TIRE SERVICE MAN
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND
BATCH PLANTS
730-1035 OIL/TRANSPORT TANKER
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK DRIVER
730-1160 SNO-GO AND SIMILAR ~UIPMENT
730-1190 STRADDLE CARRIER (ROSS, IlYSTER AND SIMILAR)
CIlIMACUM RD. IMPROVEMENT
PAGE 32
STATE FEDERAL
RATE RATE
20.64
20.64
20.64
20.64
20.64
20.64
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PREVAILING MINIMUM HOURLY WAGE RATES JULY OS, 1995
OCCUPATION: TEAMSTERS
LOCATION: (TEAM0174A)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PIERCE, SAN JUAN,
SKAGIT, SNOflOMISH, THURSTON, AND WHATCOM COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 2
730-1200 SWAMPER
730-1300 TEAM DRIVER
730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
730-1750 VACUUM TRUCK
730-2005 WATER WAGON AND TANK TRUCK: UP TO 3000 GAL.
730-2200 WINCH TRUCK: SINGLE REAR AXLE
730-2220 WRECKER( TOW TRUCK AND SIMILAR EQUIPMENT
20.64
20.64
20.64
20.64
20.64
20.64
20.64
GROUP 3
730-0490 !LATBED TRUCK, SINGLE REAR AXLE
730-1025 PICK-UP SWEEPER
730-1010 PICK-UP TRUCK
19.99
19.BB
19.BB
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GROUP 4
730-0405 ESCORT DRIVER OR PILOT CAR
15.49
OTHER
730-9501 FED NOTE: OCCUPATION CODES, 0200, 0210,
0220, 0230, AND 02401 OVER 30 YDS., $.15
PER HOUR ADDITIONAL FOR EACH 10 YD. INCREMEN'l'
730-9520 1I!'ED FOOTNOTE "A" FOR GROUP 31
ADJUST UPWARD BY $2.00 PER BOUR FOR ONSITE
WORK ONLY.
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OCCUPATION: TEAMSTERS
LOCATION: (~0174Al
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
l!tI'l'SAP. LEWIS, MASON, PIERCE, SAN JUAN,
SKAGIT, SNOBOMISB, TBURSTON, l\HD WBATCOM COUNTIES.
OTHER
730-9540 ARYONE WORKING ON A "BAZMAT" JOB, WHERE
BAZMAT CERTIFICATION IS REQUIRED, SHALL BE
COMPI!:NSATED AS 1\ PREMIUM, IN ADDITION TO THE
CLASSIFICATION WORKING IN AS FOLLOWS:
730-9545 LEVEL C: +$.25 PER BOUR, THIS LEVEL USES AN
AIR PURIFYING P~SPlRATOR OR ADDITIONAL
PROTECTIVE CLOTHING.
730-9550 LEVEL B: +$.50 PER BOUR, USES SAME RESPIRATOR
PROTECTION AS LEVEL A. SUPPLIED AIR LINE IS
PROVIDED IN CONJUCTION WITH A CHEMICAL
"SPLASH SUIT".
730-9555 LEVEL A: +$.75 PER HOrJR, THIS LEVEL UTILIZES
A I'tlLLY ENCAPSULATED SUIT WITH A SELF
CONTAINED BREATHING APPARATUS OR A SUPPLIED
AIR LINE.
730-9569 ZONE PAY WILL BE CALCULATED FRa, THE CITY
CENTER OF THE FOLLOWING LISTED CITIES I
BELLING1IAM CENTRALIA RAYMOND KENT
EVERETT SHELTON AHAC:ORTES
SEATTLE PORT ANGELES MT. VERNON
TACOMA PORT TOWNSEND AElERDEEN
OLYMPIA BELLE\/tJE BREMERTON
730-9570 -
730-9575 -
730-9579 ZONE "A" - 0 - 25 MILES, FREE ZONE
ZONE "8" - 25 - '5 MILES, $0.70/HR.
ZONE "C" - OVER 45 MILES, $1.00/HR.
730-9580 -
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cnXMACUM RD. IMPROVEMENT
PAGE 34
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TRAFFIC CONTROL STRIPERS
LOCATION: (STATE: TRAFFIC CONTROL STRIPERS)
STATEWIDE
FRINGE BENEFITS
APPRElI'1'ICE TRAINING
HEALTH AND WELFARE
PENSION
.10
2.31
1.70
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
....... STATE WAGE RATE GROUP LISTING .......
820-0020 JOURNEYMAN
OTHI!.R
820-9820 STATE: OVER'1'IME - ALL HOORS WORKED IN I!:XCESS
OF 8 HOURS PER DAY AND 40 HOURS PER WEEK,
noN. 'l'BllO FRI., AND ALL HOURS WORRED ON SAT.
AND SUN. SHALL BE PAID 1 1/2 TIMES THE
REGULAR RATE OF PAY. ALL BOURS WORKED ON
HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR
RATE OF PAY.
820-9825 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY
AND CHIRSTMAS DAY.
CBIMACtlM RD. IMPROVEMENT
PAGE
35
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RATE
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PREVAILING MINIMUM HOURLY WAGE RATES JULY OS. 1995
OCCUPATION: TRAFFIC CONTROL STRIPERS
LOCATION: (FED.: TRAFFIC CON'l'ROL STRIPERS)
STATEWIDE (EXCEPT CLARK. COWLITZ. RLICKITAT. PACIFI.C (SOUTH OF
'!HE KAHKIAIWM COUNTY NORTHERN BOUNDARY EXTENDED DUE - WES'l' TO '!HE
PACIFIC OCEAN). SKAMANIA AND WAHKIAltUM COUNTIES.
FRINGE BENEFITS
HOURLY BENEFITS
2.47 $/HR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
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CBIMACtlM RD. IMPROVEMENT
PAGE 36
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JEFFERSON COUNTY
DEPARJ:MENT OF PUBLIC WORKS
PROPOSAL
FOR BIDDING PURPOSES cS\
CHIMACUMROAD, CO. RD. NO. 932507, MP 0.06 T~~
COUNTY ROAD PROJECT NO. ~
FEDERALAlDNO.RSQ1~-
. ~~
ALL FORMS INCLUDED L~'JUlATELY A,1TACHED PROPOSAL
PACKAGE MUST BE caMP. $UBMl7TED. FAILURE TO DOSO
~ RESULT IN:
, ~ CTION OF THE BID
The forms mar~/)~RMATIONAL COPY" are example documents only and
~~ be used to ~bmit a bid fmtIUs project.
Sealed bids will be received in the Jefferson County Commissioners office located on the first floor
of the Jefferson County Courthouse, 1820 Jefferson Street. Port Townsend, Washington, 98368, until
10:00 B.m on the date scheduled for opening bids.
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNlY COMMISSIONERS
JEFFERSON COUNTY COURTIlOUSE
1820 JEFFERSON SlREET
PORT TOWNSEND, W A 98368
nns CERTIFIES lHAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
CHIMACUM ROAD, CO. RD. PROJECT NO. CR09S3, FEDERAL AID NO.
RS-QI61-(OO2), COUNTY ROAD NO. 932507, IN JEFFERSON ~~,
M.P. 0.06 TO M.P. 0.41, STA. 3+00 TO STA. 21+S0, ;&~
AND THAT THE PLANS, SPECIFICATIONS AND CO VERNlNG THE
WORK EMBRACED IN nns IMPROVEMENT, 7S "THOD BY WHICH
PAYMENT WILL BE MADE FOR SAID WORK IS UNDE T D. THE UNDERSIGNED
HEREBY PROPOSES TO UNDERTAKE AND CO L ,WORK EMBRACED IN
nns IMPROVEMENT, OR AS MUCH THEREOF BE COMPLETED WITH THE
MONEY AVAILABLE IN ACCORDANCE AID PLANS, SPECIFICATIONS
AND CONTRACT; AND THE FOLLOWING E OF RATES AND PRICES:
(NOTE: UNIT PRICES FOR ALL ITEM LI.: SIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL E 1YPED OR ENTERED IN INK.)
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~ PREPARATION
Lwnp .un Mobilization
2 1.26 Acre Clearing end Grubbing
PRICE PER
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DOLLARS.
TOTAL
AMOUNT
DOLLARS
LumpSwn
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· SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRlITEN TO THE RIGHT OF THE DOT
(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPL ICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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-01 Obstructions Lump Sum .
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9 '16~">' Cateh Basin Type 2 48 In. Diam. at . .
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. 10 1879 L.F. Testing Stonn Sewer Pipe at . . ;.
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I (DECIMAL) IN 1HE PRICE PER UNIT COLUMN SHALL DB INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRJCE.
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NO. QUANIlTY UNIT AMOUNT
DOLLARS. DOLLARS
STORM SEWER CONTINUED
11 324 L.F. Plain Concrete Storm Sewer Pipe at . .
12 In. Diam. perL.F.
12 1463 L.F. Plain Ctlncrete Storm Sewer Pipe at . .
18 In. Diam. perL.F.
13 92L.F. Plain Concrete Storm Sewer Pipe .
24 In, Diam.
14 7 Each Connecting To Existing Drainage .
Structure
IS 3,810 Ton Gravel Base at . .
per Tall ,
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16 1,257 Ton at . .
per Ton
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· SHOW PRICR PER UNIT IN FIOURES ONLY. FlOURES WRITTEN TO nm RIOIiT OF 1HE DOT
(DECIMAL) IN 1HE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE
W ASHtNOTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
CEMENT CONCRETE
PAVEMENT
18 536S.Y. Cement Concrete Approach 3 Day at 0 .
per S.Y.
ASPHALT CONCRETE ~~
PAVEMENT
19 1,240 Ton Asphalt Concrete For Preleveling at (Q)~ ..
Class B pe7?~ P
20 2,840 Ton Asphalt Concrete Pavement at ".;::;;;::/ .. ..
Class B ~~on
21 13 Ton Asphalt Concrete Approact _ '''' Y( at .. ..
ClassB ,,~ Y perTon
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22 0.6 Aere Seedin g, and Mulching at .. ..
<0~ ~ per Acre
23 $1,000.00 Est. _. Water Pollution /
l_ 'on Control Estimated S 1 ,000..00 \_...
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24 2,633 L.F. Cement Concrete Barrier Curb at .. .. i.
and Gutter per L.F. )
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· SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF nm DOT 0 0
(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
CR09'J
ChimaclI", Road ImprtTIII",'IIIJ
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:2 ~, NO. QUANTITY UNIT AMOUNT
~ :E( [ DOLLARS. DOLLARS
~:::l
.....oU
u8, TRAFFIC CONTINUED
~wl r
~~I 25 330 L.F. Extruded Cement Concrete Cmb at . .
~~I
w~i [ per L.F.
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u. <I at .
en :::li
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( 31 16 Each at . .
per Each
( 32 at . .
per Hund. ~.--.
I 33 at . .
per Hund.
.. 34 13,000 L.F. Temporary Pavement Marking at . . i.
perL.F. )
L .J..
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· SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITI'EN TO THE RIGHT OF nm DOT 0 0
[ (DECIMAL) IN nm PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BIl? ITEM PRICE.
CR09'J
I ChlmoclIM Road Impruv.mell/s
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ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL
NO. QUANTITY UNIT AMOUNT
DOLLARS- DOLLARS
TRAFFIC CONTINUED
3S Lwnp Sum Permanent Signing
Lump Sum .
36 Lump Sum Cbarmelization Devices ~
Lump Sum 5=. .
~
37 80 Hour Contractor Piloted Traffie Con1l:01 ~tP~~ .
38 70 Day Traffie Control Supervisor at '=:::/ . .
r- ~nay
~ W.
39 1,000 Hour Traffie Control Labor _,"'W at . .
d~v per Hour
(( ""
40 196 S.F. Construetion Si at . .
~"> perS.F.
,-" .\~
R ITEMS
'< ~ ~>.
41 1,612 C.Y. ~ Excavation Class B at . .
,L Haul perC.Y.
~
42 8,So,u.so !;' " Shoring or Extra Excavation at . .
~> Class B perS.F.
43 149 C.Y. Gravel Backfill For Pipe Bedding at . .
perC.Y.
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· SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO 1lIE RIGHT OF nm DOT
(DECIMAL) IN 1lIE PRICE PER UNIT COJ.UMN SHALL DE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON 5T ATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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ITEM PLAN ITEM DESCRIPTION
NO. QUANTITY
PRICE PER
UNIT
DOLLARS-
TOTAL
AMOUNT
DOLLARS
OTHER ITEMS CONTINUED
50
.
.
.
.
.
"
'-...
$1,000-00
.
.
.
M 51 Mg&. Wa~
at
per Mg&,
45 O. I C. Y. Cone. Class 3000
46 9 Each Monument Case and Cover
.
47 770 S.Y.
.
48 1 Each '
at .
per Each
49 $1,000.00 Est.
Estimated
Lump Sum
51
at .
per S.Y.
52
80S.Y.
Poly Root Barrier
.
at
perS.Y.
- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRJ1TEN TO 1HE RIGHT OF nm DOT
(DECIMAL) IN 1lIE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHlNG'roN STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
CR09'J
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ITEM
NO.
PLAN
QUANTITY
ITEM DESCRIPTION
PRICE PER
UNIT
DOLLARS-
TOTAL
AMOUNT
DOLLARS
OTHER ITEMS CONTINUED.
S3
.
7C.Y.
Ornamental Red Rock
at
perC.Y.
.
54
S 1 Est.
Reimbursement For Third Party
Damages
SI.00
TOTAL -SCHEDULE A
ROAD IMPROVEMENTS
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(DECIMAL) IN TIlE PRICE PER UNIT COLUMN SHALl. BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
CR09.53
Chlmacllm Road JmproVllm6111J
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<:::I NO. QUANTITY UNIT AMOUNT
wu
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U CI DOLLARS- DOLLARS
~~i [
~~I PREPARATION
en UoI
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~::;
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W LIJ, [
~~ 2 390C.Y. Bank Run Gravel For Treneh
g~l Backf1l1 .
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6 1 Eaeh at . .
I per Each
I' 7 at . .
per Each
I 8 2 Comb. Air Release! at . .
0 Air Vacuum Valve Assembly 2 In. per Each i.
)
I ,,F'
9 4 Each Hydrant Assembly' at . . /
per Each
I . \ ,,:
.
. · SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRlTJ'E1II TO nm RIGHT OF THE DOT 0 0
I (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
W ASHTNGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE,
I CR09S3
Chlmacllm Road ImprOVl!mltnls
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ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL
NO. QUANTITY UNIT AMOUNT
DOLLARS" DOLLARS
WATER LINES CONTINUED
10 1 Each Removing Existing Hydrant at . .
per Each
11 2 Each Reconnecting Existing Hydrant .
12 19 Each Service Connection 1 In. Dil!IJ1. .
13 1 Each Service Connection 1 1/2 In. Diam. .
14 9SL.F. Dueti1e Iron Pipe for W . .
6 In. Diam.
15 63L.F. at . .
per L.F. t......
16 1992 L.F. at . .
per L.F.
17 .
Lump Sum '-'
18 L Conn~on Detail 7 Piping .
Lump Sum
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(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL DR INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
CR09S3
ClllmaculIl Road l",prtTlllmmll
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ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL
NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
MISC.
26 Lwnp Swn Surveying (To Be Done by Others) .
Lump Sum
27 11 Each Polystyrene Insulation at .
per Each
28 83C.Y. Non-Shrink Backfill .
TOTAL - SCHEDULE B
WATERLINE $ .
TOTAL SCHEDULE A+ TOTAL S
B.. CONTRACT TOTAL S'
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(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE
WASHINGTON STATE SAI.ES TAX IS TO BE INCLUDED IN BID ITEM PRICE,
CR09'J
Chlmacllm Road ImprtTIIlI""mts
12
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Certlflc8tlon for Federal-Aid Contracts
The prospective pertlcfpent certlfle.. by .'lInlng end .ubmfttlnll
thl. bid or Propoul, 110 al. be.t of hi. Oil' h.r knowl.dgo .nd
beli.f. that:
(1) No Federal appropriated funds have been paid or will be paid, by or on
behalf of the undersigned, to any person for influencing or attempti to
influence an officer or employee of any Federal agency, a Mem
, Congress, an officer or employee of Congress. or an employee
of Congress In connection with the awarding of any Federal c
making of any Federal grant, the making of any Federal
into of any cooperative agreement, end the extension, C
amendment, or modification of any Federal contract, g
cooperative agreement.
ber
t. he
ntering
lon, renewal,
, or
(2) If any funds other than Federal appropriate va been paid or will
be paid to any person for influencing or atte influence an officer or
employee of any Federal agency, a Memb gress, an officer or
employee of Congress, or an employee r of Congress In
connection with this Federal contract, ,n, or cooperative agreement,
the undersigned shall complete a~~ . t6\ndard Form-LlL, .Olsclosure
Form to Report lobbying: in acc~ fth Its Instructions.
This certification is a materl I ~entation of fact upon which reliance
was placed when this fran. ~s made or entered Into. Submission Qf
. . . . 0 this tran!ll'lction
' 1, U.S. Code. Any person who fails to file
I be subject to a civil penalty of not Jess than
$100,000 for each such failure.
\
'.....
loant alllo aQr9Bs ~y llubmittlnQ I]js or her bid or
of this certification bEl
which exceed $100,000 and that all
nts shall certify and disclose accordingly.
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CONTRAcrOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby el~ to have the retained percentage of this contract held in a fund by the Owner IUltil
(30) days following final acceptance of the work.
Date Signed
B. I hereby el~ to have the Owner deposit the retained ~. tage of ~ in an interest
bearing account. not subj~ to withdrawal until after final acceptance ~orlC.
<Q)
Date Signed ~
C. I hereby el~ to have the Owner invest the,"""'" ~f'" """""".... _ to""
as sueh retained percentage accrues, ~-
I """" ""'..... ~ u lbc ........ "" tho
escrow of said funds. ' ~
I hereby further agree to be fully reSJK!~~yment of all costs or fees incurred as a result of
plaeing said retained percentage :~ mvcsting it as authorized by statute. The Owner shall
not be liable in any way for any ~'-> s in connection therewith.
- (g~
The bidder is ~~vised that by signature of this proposal helshe is deemed to have
lWknOWledg~ents and signed all certificates contained herein.
!.....
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CR09'J
Chlmacum Road Impr_m,nll
14
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NON.cOLLUSION DECLARATION
'., by signing the proposal, hereby declare, under penalty of
pell"jury under the laws of the United States Ihat the fOllowing
statements are true and correct:
1. That the undersigned parson(s). firm, association or cor~tion has
(have) not, either directly or indirectly, entered into any ment.
participated in any collusion. or otherwise taken a~y n restraint of
free competitive bidding in cpnnection with the pr . r which this ,
proposal is submitted. ,
2. That by elgnlng the aignatlllr. page o~ propos.l, .' am
deemed to MV. aigned and hav~r~ed to the plI'Ovlslons
of t~ls d.clar~tion" ~'V'" ,.
'. HOT";" BIDDEBS
To..,m bid rigging aotM~ :
~~ 1-800-424.9071
'O~v ,
The U.S. Depa ransportation (USDOT) operates the above toll-free
.hotline"~on hr gh Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone
with knowl ,ossible bid rigging, bidder collusion, or other fraudulent
activitie use the "hotl/ne" to report such activities.
The "h~ is part of USDOT's continuing effort to Identify and investigate
highway constructlon contract fraud and abuse and is operated under the
direction of the USDOT Inspector General. All information will be treated
confidentially and caller anonymity will be respected.
DOT ,.... ,"-..
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PROPOSAL-CONT~ED
A proposal guaranty in an amount offive percent (S%) of the total bid, ~ upon the approximated
estimate of quantities at the above prices and in the form as indicated below, is attached hereto:
CASH
IN THE AMOUNT OF
CASHIER'S CHECK
DOLLARS
CERTIFIED CHECK
($
) PAYABLE TO TIlE COUNTY lREASURER
PROPOSAL BOND IN THE AMOUNT OF 5% OF TIlE B~ ~
.Receipt is hereby acknowledged of addendum(s) noes) ---'_ &_ ~
SIGNATURE OF ~ OFFtClAL(S)
~
~~
=ER OF ~~TON CONTRACTOR'S
~'UIIIIIIII
Note: (1)' is not transferable and any alteration of the firm's name entered hereon
rior permission from the County Commissioners will be cause for considering
the posal irregular and subsequent rejection of the bid.
(2) Please refer to Section 1-02.6 of the Standard Specifications. re: "Preparation of
Proposal," or "Article 4" of the Instruetions to Bidders of building construetionjobs,
(3) Should it be necessary to modifY this proposal either in writing or by electronie means,
please make reference to the following proposal number in your
communication
LICENSE
\./'
CR09SJ
Chlmacum Road Imprnv,m'lIls
16
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SUBMIT THE
ENCLOSED PROPOSAL BOND
FORM: WITH YOUR PROPOSAL.
17
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USEOFOTHER ~
FORMS MAY sii~
YOUR BID TORE~ION.
~~
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PROPOSAL BOND
KNOWN ALL MEN BY lHESE PRESENTS, That we,
of
as prineipal, and the
a corporation duly organized Wlder the laws of the state of . and
authorized to do business in the State of Washington, as surety, are held and firmly boWld WltO the
State of Washington in the full and perlal smn of five (5) percent of the totalllmOWlt of the bid
proposal of said principal for the work hereinafter described, for the payment of which, well and truly
to be made, ,we bind oW' heirs, executors, administrators and assigns, and ~ssors and assigns,
finnly by these pre.'lel1ts. (6) ~
The condition of this bond is such, that whereas the principal ~~th submitting his
or its sealed proposal for the following highway construction, to wi~\8J
IN TESTIMONY
signed and sealed this
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, The principal and surety have caused these presents to be
day of . 1995.
(Principal)
(Surety)
(Attomey.in.faet)
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Olsadvantaged Buslne.. enterprise
UtlllzaUon Certification
To be eligl>le lor award of thll contract the bldcIer must uilUe Md lMIml. .. a pwt III h1IIher propo.... IhlllDlawlng cerllf-'ion
relating 10 Diladvanl811ed 811II""= Enlerprile Nqulre_. 1hI8 CleIl.ieallDn ahaI be....med a pall of.... realAIirv cuntract. FaHure
III ClOmplate and a\lbm. ihla -'"'ocatJon or the IncluaIun of II faIN Clailf"-'Ion ahal be -.alderacl .. ~ lIlaIthe propoaal Ia
unreaponalvelo ilia Invblion to bU. ~UoII...".,."...,. _W,. hm OINWIE,pItoM t206J JIISoNIJ.
_.. _ llleIlIiaa lhaI . .. hid ClIInI8ct wah the follDwIIlg DIaedvutAIged DuaIneA Enterprise(a)
(ODE) 81d. I I Ia the .llOQnSful ~r on IhIa flIOled. I ehIIl awanI aulloonIr8cta III or __ inID auppty 1IlI- wIIh the following
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Subcontractor List
To be Submitted with.... Bid Proposel
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Categories of Work
Subcontraetor Name
Categories of Work
Subcontractor Name
,categories of Work
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Subcontractor List
""~'WI1n compIllI_ with Chl/pt.r 378 LlIws 01 rg93
To be SUbmlttld with the Bid Proposa'
Project Name
I
Subcontractors that are proposed to perform categories of work ellceeding 10 percent ollhe contract
price must be listed below. The categories c:I work are to be listed below the subcontractor's name. If no
subcontractor fits this criteria. enter "none proposed,.
Subcontractor Name
Categories 0( Work
Subcontractor Name
Categories c:I Work.
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CONTRACI'
JEFFERSON COUNTY, WASmNGTON
nns AG~EMENT, made and entered into this _ day of .1995,
between the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and
the Director of Publie Works under and by virtue of Title 36, RCW, as amended and
of ~ereinafter called
the Contractor.
W11NE.<lSETII, ~
That in consideration of the tenns and conditions contain~~in and attached and made a
part of this agreement, the parties hereto covenant and agree as fo~
I. The Contractor agrees to furnish all ma
contractor herein will undertake and complete the fa
certain work, to wit: That the said
escribed work:
IIt1ached plans and specifications and the Standard
ent of Transportation which are by this reference
f and shall perform any alteration in or addition to the work
thereof.
The Conln1ctor
whatsoever that
work provided
speeifications
. de and be at the expense of all equipment, work and labor of any sort
iiired for transfer of materials and for COnstnIcting and completing the
. s contract and every part thereof, except sueh as are mentioned in the
'shed by the County of Jefferson.
II. The County of Jefferson hereby promises and agrees with the Contractor to employ, and
does employ the Contractor to furnish the goods and equipment described and to furnish the same
according to the attaehed specifications and the terms and conditions herein contained, and hereby
Contracts to pay for the same according to the attached specifications and the schedule of unit or
itemized prices hereto attached, at the time and in the manner and upon the condition provided for in
this contraet. The County further agrees to employ the Contractor to perform any alterations in or
additions to the work provided for in this contract that may be ordered and to pay for the same under
the terms of this contract and the attached specifications.
CR09JJ
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CONTRAcr-CONTINUED
m. The Contractor for himself, and for his heirs, executors, administrators, successors, and
assigns, does hereby agree to the full performance of all the covenants herein contained upon the part
of the Contractor. '
IV. It is further provided that no liability shall attach to the County by reason of entering into
this contract exCept as expressly provided herein. '
IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year
first below written, and the Board of CoWlty Commissioners has c&used insl;rument to be
executed by and in the ~e of said CoWlty of JeffelSOn the day and year written.
Executed b-i the Contractor . 1995
1995.
Contractor
~~
~ Attorney-in-fact
~ COUNTY OF JEFFERSON
~ BOARD Of' COMMISSIONERS
~~
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By:
SEAL
;.......;,
Chairman
Member
Member
i.
ATI'EST:
Approved as to fonn this_
day of . 1995.
Clerk of the Board
Prosecuting Attorney
~~~~
(., I1'l1'eCtOr, .Dept. of Pub lie Works
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CONTRACT BOND
JEFFERSON COUNTY, WASHINGTON
KNOW ALL MEN BYlHESE PRESENTS:
That
.of
as Principal, and
. as Surety, are jointly and severally held and
bound unto the COUNlY OF JEFFERSON, the penal $lUll of
Dollar.< (S t ..tbc_ "'..... -i-'.... ~~.<<.....
executors, administrators, and assigns, and successors and assigns, ~ presents.
The condition of this bond is such that WHEREAS, on the ~y of ~ A.D., 1995,
the said . Principal herein, ex~~ contract with the County of
Jefferson, by the terms, conditions and provisz.ons 0 ~~~tract the said
. . Prineipal b th; s to furnish all nmtcrials and do certain
work, to-wit: That the said Principal h~ dertakcand complete the following described
'~~
work: ~~
(fj)~ .
"' ,_ ~.....-...... ""'..................... "'aid-.
wbieh contract ~ executed, is hereunto attached, and is now referred to and by this reference is
incorporated herein and made a plII1 hereof as full for all purposes as jfhere set forth at length.
CR09'3
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CONTRACT BOND CONTINUED
NOW lHEREFORE, if the Prineipal herein shall faithfully and truly observe and comply with
the terms, COnditiODS and provisions of said contract, in all 'respects and shall well and truly and fully
do and perform all matters and things by the said Principal undertaken to be performed under said
contract, upon the tmms propo~ therein, and within the time prescribed therein, and until the same
is ~ and shall pay a111aborers, mechanics, subcontractors and materia1men,and all persons
who shall supply such contractor or subcon1ractor with provisions and supplies for the camying on of
sueb work, and sbcll in' all respects faithfuJly perfolm' said contract according to law, then this
obligation to be void, otherwise to remain in full force and effect.
.199'. ~~
~ANY
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APPROVED AS TO FORM this LZ~
_day Of, '" . '199:~~, Addre.'19oflcca1 office and agent
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WIlNESS our bands this _ day of
PRINCIPAL
By:
CROP'!}
ChI",acu", Road l",prm_'III,
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A PORTION OF SECTION 2, T. 29 N., R. 1 W., W.M.
NORTH. N A D tgR3
P!:R JEFFERSON COUNTY 1991 C.P.S. PHOTO CONTROl..
/
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51A. C3+04J.69,
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51"- HO+OO, OLD HADLOCK RD..
M.P. 0.00
([)U5nNG MONU\r.lENT)
BEGINNING Of' PROJECT
r~
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IRONOAJ..[ RGt.D
51"- 101+00.40, M.P. 1,93 .
~Lwa:~~,~~~.~~-&~) _
OJJC DAY ROAD
S1,,- 0+00,00, M.P. 0.00 _
~~S'ei~rr~. 't.~ 1.12 _
.DII'.lIN.l.QE tA!i[l.I[~
"CO"'l"ueTIO~ rCAl.IlT TYP[ ,
W. 0.01
AIQiT WAY 1.1 fS 0 ROAD ITADU~iU["'T
DC. I " 41 ROA WAI ,P 5." 41 44.
AND ""rr[RSON COUNTY AD. PLANS,
~40l.0Cl( AD. IUP"O~tHT, C.R,P, 682
CI,n AC,
O,I!! AC.
0," ,e.c.
0," AC.
0.'111 AC. 0.004 N:..
tl.4l1-'C.
0,411 "C.
ou "'C
0.2117 AC. 0,002 1<1;,
00' AC.
o.n AC.
!I,)J' AC. O,IOS AC.
I," AC.
110.03 AC.
-0.D03 1oC. 110,05 AC.
.0.002 NJ. uO.05 N;,
0.28.3 .I.e. ',..0,01) AC.
~7.r6 ~~. CALC'C. POSITION
peA C.~.P. 477
NOTE
I>>~OPI:"TY UNES SHOWN (If.j lWl' Pl.AN REPRI:SI:NT RECOItO DUD POS!
.\NO 00 Nor Rr:PRr:SCNT A rlELD SUM\1:Y,
'Hr: CHl"'ACUIol "O"'D C(Hrt"LINE HAS 8!1:N ESTABUSHtD 'ROY tHE E
AT SfA. .S+U a, "NO ",0I.l A 'COND P.I<, NArt. AT STA Ihlo.oo arT
.r:m"SON COU~T'I' 'Oft crNf[M.~t CW CHURCH LANE,
LA.... .nlrn ctNTI"UNt I't" DUD DeSCRIPTIONS,
OLD ItAOLOCI< "DAD CENTt"UHE' PClt C.R,p. 682, HAOt.OCI< IHflRSl:CTlON
~::C~~~C~~D 4:.0AO tSTAOUSH[O DEC[UOI:R 18, laS41 BOOlC or "OA
0.21& AC. uO.D5~.
10.ooJ ~. f.a.DS AC,
uO.05 AG.
0,233 AC.
1010240111
11)1024011
OJ, AC.
o.no AC. UfO.AC,
uC).lO AD.
LEGEND
PARCE NO
.....
PROpeRTY OWNtRSllIP NUMBCRS
PROPtRTY UNtS
PROpeRTY CORNERS (rOU"D)
NoW
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OWNERSH.lf:'l
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A PORTION OF SECTION 2, T. 29 N., R. 1 W., W.M.
1 OF 2
R5-0,.,(002)
:-
~rou,..o -r I.P. W/WOOD
PLUG ec TAel(
VISITED 7/17/91
NORn-!' N A D 1QA3
P!:R JEFFERSON COUNTY 1991 G.P.S. PHOTO CONTROl SUR\lEY
~__ ~ : ~~: ~r 4'~
L .. 7'~J3'
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SCA!.(IHrttT
FOUND PROPERTY CORNERS
, STA. 0FnET DESCRIPllON
C2+3~.I!S 157.91' RT. REBAA Ie ~
o C4+31.34 29.915' LT. R(6I,R U"lO(R PAV'T,
o C~+31."2 30.07' LT. REg.t,R UNOER PA-n.
o C5+6".511 25.74' RT. 1~ IRON PIPE
HJ+65.09 34.05' AT. RtSAR Ie ~
(\)+91.82 30.13" LT. RtsAR Ii: CAP
STA. CJ+43.69,
51A. HO+OO, OLD HADLOCK RD.,
M.P. 0.00
(EXISTING MONUMENT)
BEGINNING OF PROJECT
STA. C3+00
CHIMACUM RD, M,P, 0,06
Cliii!lED
N
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......0 olCmRSOH COUNTY RD. PLANS.
HAOI.OOC RD, 'UPRO\rf.\ltNT, C,R,,,", Ul2
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M.P. 0.41
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PtA C.R,P. 477
NOTE
PRl)IIOnV Ut.le:S IHO~ ON THIS 'I,J,N REPRES!:NT RrcORO OEm 'OSlTlONI
AND DO NOT "E'RI:IENT A ,IELO IUR\ty.
THI: etmu.cur.4 ROAO C(Nl"tRLIHE HAl BE[N ElTASUSHED ".011 TIlt fJ(lITINO t.lOHUt.lENT
AT ITA. .1H3,1I "'NO "'OM A rf)lJNQ '.1(. NAIL AT ITA 11+10.00 KT BY
.cmltSl"lN COUNT'!' fM aNTE'"',," 01 CttUltCtt LANE.
LAWi .",en CEH~t'nJNC 'EIt OUD DfIClt"nCINI.
:~"g~~~ "O~gA~E~~~~~~O~:t~'D~:21.,~~r:-I~I(I=R=C,rO~ WAI'-1:"S
'AOC. U ANO <44.
C!Jt .~lAh .'
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COU'4TY ROAD HQ. 132501, STAncH 3+00 TO STATION It +&0.00
JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS
PORT TOWNSEND, WASHINGTON
.c.
CHNIUIA.N
LEGEND
PROPERTY OWNERSHIP NU~aEN~ CIIDDGIO
PROPERTY "NEll
PROP[RTY CORNERS ('OUND)
JErrlMON COUNTY rNOl4I:1:A
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---
1IIiI!ftIISIl-.
o
;.~.m,zit~
o
\
-.....
l;
..
. ,
R/W CURVE DATA
DaTA RAOkIS T~ ILHGTH
III 88' 00' J 2:'.00' 24.1$' 3'.40'
A PORTION OF SECTION 2 & 11, T. 29 N., R. 1 W., V
~
...V.....
/;,;;,~
^ ~ fOUHl>. r O,p, .,.000
y(' (?RP 477) PLUG. bel(
.A~,::"...., !;!o~ \1SI1'EO 7/17/91
'0VNl>. ~~"~~,,~~,~v+';o;$''' '.'~~
\ . 'b..... t~....
#';. .~~
NORlH. N A 0 HIP!
PER JEFTERSON COt..
0.1" AC. 0,003 AC, 0.1.1 M:.. _O.031>C.
0.2:'111 AC. 0.003 AC, 0.2:'1:'1 I.e. 00,03 AC.
1.681 AC. DOlO 1oC. U~2 AC. 'O,IIlN;.
0,310 AC. 0004 AC. o.Joe Ae, .0.03 AC.
0,4150 AC. 0,010 AC. 0."'" Ae. .0,0' NJ.
O.J!lJ.foC, 0.001 AC. 0,"2 AC.
0,12 AC.
0.4'AC. .0.10 -'C.
I
lIil 04:'400001 04"0 AC. o.oao AC. 0,420 Ae, 00.01 "-C.
i) ...5400002 Q,,ul AC, 0,004 AC. Q,33!!11<C. .0,0611:..
~""'lY"S ADOmON
073~IO' MARCAAn 'AY Y1~[S 0,01' AC. (1,010 AC. o.oOt 1tC.
U7J50010', CUJt[HCC r. " 1.IAR00000n I.. lJ,ytlt 0.01 AC,
01.uOO,03 WlUlAl' o~o.; ~, IWIl.l~ 0.11' AC, a,ou AC. O.l~:'I M:.. .0,04 At;,
WlLUAI.Il., .. Dr.lIl'OTH'l'''. IT"AIS
~ WllllAU O. " lHUIA U. IlrAS""'" '"
013M)01UI MUIAU O. " UNCIA /II. SlU,S",,,,,, 0,071 '\c. O.CIOII ~. 0,000 ~.
WMIAU L. " OOllOTlf'l' U. ITftlflS
073!tOOll& WllllAl,l O. " LINDA y, ILU,SU'''' 0," AC.
lec," UtN, It,1.. ..1.1,
00'111018 CO.,Iol. UN/no LltTHODIST CMUIlCH 1041 ,\c.
001111000 oItrP'tItSON COUNTY IU4AC':.
LOPDlAN IHOItT ;tJ..,-
\101111014 DON.f4.0 A. CMDm o,n
OOllllo'a IltNNtnt-c.-rMNGSfON 0" AC,
LIMIT OF PLAN
STA. D1 +00
CHURCH lANE. M.P, 0.02
/
NOT 1'1[0
1/115 COR. CAlC'O POsmON
peR C.R.P. 477
'COl
~~
,
GRADE IH1'ERSECTION
STA. C1s+og.81 CHIw.cUlof RD. M.P. 0.29 _
B-UNE STA. 0+00. BLANCHE AVE., ....P. 0.00
I
I!ll
:; S J
~.
0. II z
!'iTA. Cl'.!l9,33 CHI!olA!:U!ol I!D, M,P. D.n ...
R/W STA. 0.00 AI.ANCIlI: AVF.., H.P. 0.00 flll.AiI
~
(10102.oeo1
'~ROAD u..________
... ""
5 J~40'2 W
-----., - --- --- 932507 ---------
\
+
-=.:..- =::.:..:-
LIMIT or PlAN
STA. "1+
MORRISSEY AVE.,
RIGlil or WAY LIUITS O[PIC 0 ON 10UAN
SHOAl PLAT ANI) C nOli LONG PLA .
LOLOIEMJ
GRAOE INTERSECTION
i~, ~~:~!.~iS BP:k~c~:O~~l,~ ~.~: ~cfo 024 .
GRADE INTERS!:CTION
T H1 +.33 g OLD HADLOCK RO. t.l p, O. 3 .
STA. :Z+OS,7J BL.ANCHt: AVE:, ,""~Po 0,0'" EXISTINC
'. j 'I "I:.
I/W liTA, 3.UJ,1I0 In.ANClll AVII., M.fl. 1/,114 IPI.ATj
NOTE
PltOPI:ltTY ~INn 'HO"" ON MI "LAN It[PAnCNT R[CORD DUO POllnCH'
IoND 00 HOT "[PltCKNT A fI[~D IUA~V,
'1);[ CH"IoC\N WOAD C[NTtItUH[ HIoI I[[N ElTADUDiUl ntou tHe [l(IIl1HQ LlCHUU[NT
loT ITA, ~.u" AND mOLl A rOUND P.Il, NAIL AT STA 18.10.00 SCT OY
~rrC"ION COUNTY 'ClIf C[NTtlllUHe or CtlURCH LIoNt.
'-IOItlllIIUY Io'ftNUI: C[NTtRLIN[ PeA !tV.T or LlMItISKV ADDlnOM, 'w'OL. :a. P"'CC 61.
CHU"CH LA"'C CCNTtllll.lNE 'I"" .I:,nltsON COCJNTY,
D~AHCHC A'<<Hue ec:NItHUfI[ PC,. concw LONG PLAT YOt.. . ~Aar.: 12,
I).D HADLOOC ltOAD C(Nl'[ItUN[ Pat C,",P, 112, H4Ot.OCK INTlItSCCnoN
~W:o"c~'ft"'~[~~n ",:,0100 CITADu'HCO O[CeNOI:" 11, 11841 BOOI( Of ftOAD WAIWft.
--;;;;;;;;
.. .....
LEGEND
PROPERTY OWNERSHIP NUMOERS ClIIlIDI!I
PROPERTY UNES
PROPERTY CORNERS (rOUND)
AAC[L NO,
NAM'e
TOTAL ARf'.A R
OWNERSHIPS
.loLAJNDER
>> t~',
':: '~~:; ~ . t.J
o
o
\.
-'1
'i
Jll'.II!!lll\1l
..
"
I
PORTION OF SECTION 2 & 11, T. 29 N., R. 1 W., W.M.
c:.
...~i"......
/~,~
^ 0\' lOON" :r "p, wi"""D
V (fAP 477 PlUC '" tACl(
~.r...,. =ii~ VISITED 7/17/9'
.;\' .
"~).. ~
~'b.~I1...1o
"'~..~
", .:0..
..
,
. RS-Q151(OO2)
'OF.
NORnt. N "-D ,a1'l3
PER JEFF"ERSON COUNTY 1991 G.P.S. PHOTO CONmOl. SURVEY
LIMIT OF PLAN
STA.. 01+00
CHURCH LANE. M.P. 0.02
/
::
1~
FOUND PROPERTY CORNERS
, STA. On'StT 0lSCRPTl0N
10+1~.OO 23.10' RT. 1/1' PIP(
@ 10+41.n 3(1.18' LT. REBAA.II: CJP
@ 12+1",05 215.05' RT. PIC NAIL J"l CONe.
13+211.34 28.87' AT. REBAR 4( CAP
17+3~.10 27.52' LT. REEWt ok CAP
NOT nEO
1/115 COR. CALC'O POSmoN
PER C.R.P. 477
SCALt IN rEEl
~
ISTING CHIMACUM RD. USAGE R
BlANCHE AVE. TO MORRISSEY AVE.
STA'OON on:sa RIOKT
lS+2l5.11 ,",SlI'
tS+~o.OO 22.22'
1 e+oo.oo ZO.1I0'
1l5+~.OO 22.311'
lNOD.DO 18.73'
17+33.04 21.715'
~
CiRAOE INTERSECTION
., A, 1 +6lti\~ZC~:D1~1.~ ~.~, ~fd 0,24 .
"ROAD. - - ____n_________________
,... ~ - #1"
... 538'40' W
~. -- - - -- -- - -- - -.932507 -- --- ----- - - -TOCHI~'; - - -.
\ am:IiiiD
ORAllE ';;;;;~~N ,
- E'~r~~o&~'~.~.w:, 8,~~ 0-:00
~~ UMrT'P \.
, 'd~~" STA. W +
~ ~;.. .. UORRISSE'f AVE., ",Pt O.p2
,V;.~, \
/..~ ~,.-
.~.;> ~ '\", L~NAIII,
"~~,,,'\.
~ "
~"'~
'\\ ~;-~ ~~. CALC'O POSlIION
~~ P~R CoR.P. 477
IJ... 21' 30' 00.
R.. 2&8',00'
t... 1075.00'
T.. ~4J.gO'
o .. 02' 00' 00.
, END OF PROJECT
'\ 1IIluiilIJlIli8. ..,.
"\
0.41
lIOl1ClItT
RAT
NOTE
PROPCIITV 1.1101" SMO\IIW ON MI P\.AH IIt,,,CIENT "CCORD DUD POIlnoNS
"ND 00 NOl "[PReHN" A. rlCLD SUAvtV.
Tl1C CHILlACUt.t ROAO CCNTtItUNC HAl ICEN IEITA8UIHtD ,,,ow nc rXlIltHO UClNUt.lrHT
AT ITA. ".0.. AND 'ROLl A rOUND p,K, ....1l. AT ITA t8+lCt,OO ICT OY
.cm:II~ CClUHTY rCllt CCN'ltIlU~r 01 CHUMCH LANE.
rJOAItIUl'l' A'.'[Nur; ceNTEJlLINE Ptlt PLAT t1f ",QIt'USCY ADOInoo, ~ :r. P,lor II.
CHUIICti LA"'C C[HTtllt\.lNC PCA .r:'PUION CDUNTV.
BLAHOC AI,(Nur CCNTtllUHC Ilt" canCH LtJNa nAT VOL. . 'Act: u.
OlD HADLOOl ROAD ctHlt"UHE "It 0.11:.... 1ft" HADlOCK INlUKCnoN
II.lPItOvrt.lCHTI ROAD nTAUUlHtO Dlctl.48tft '.. 1614, DOCie 01 ROAD WAllo'tllJ1
PAOl.43 AND "",
CHIMACUM ROAD M,P. 0.06 TO M.P. 0,41
JEFf'ERSON COUNlY. WASH,
RIGHT OF WAY PlAN
cawrr "DAD NO. 112107, ITATKlH ,hoo TO STATIQH 21+&0.00
JEF'f'CRSON COUNlY DEPARTMENT OF PUDUC WORKS
PORT TOWNSENO. WASHINGTON
\\
LEGEND
......'"
o
..-.
PROPERTY OWNCRSHIP NU~OCRS am!lIlD
PROPCRTY UNr.s
PROPERTY CORNCRS (rOUND)
"I(~ CWNTf' O<<llNI:r"
_.J2a.a.....
SHm 2 or 2 SHCETS
_os
H!lII
_._~~-:
~
I
II
II
II
-"'R!-. -_
-~
IT - _, ----- --
--...-c-
o
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-~
...,
CONTRACl
COUNTY ROAD PRI
FEDERAL AID PROJECT Nl
CHIMACUM ROAD
I
County Road Numb:
,
M.P. 0.06 to M
Station 3+00.00 to s~
JEFFERSON COUI
SHEET 1 OF 35
VICINllY MAP
JEFFERSON COUNIY. WASHINGTON
t
I
....-.
...
CAll 48 HOllIS
BEFORE YOU 010
l-llOO-424-1111511
tIP.met,'. Inc.
" ~ OI~ ~*'..
.,.".",. ....tffl" 1DAI
.1f'1M.. H",.tM
11:"....11[1. 1111"'!2.!!J
-..-w-
---.- - ~.
'~~ofilJl\:
I -
MAP
WASHINGTON
t
I
-
! ... "..
J:~'. '_ .~1t1~~~,~~;;/!.(::~:V:"'
..AIBiI
---
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..
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-II -2M. CIIoIE
-
\.
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~
O$-Q'61(002) 1 OF 35
CONTRACT PLANS
COUNTY ROAD PROJECT CR0953
FEDERAL AID PROJECT NUMBER RS-Q161 (002)
CHIMACUM ROAD IMPROVEMENT
County Road Number 932507
M.P. 0.06 to M.P. 0.41
Station 3+00.00 to Station 21+50.00
JEFFERSON COUNTY, WASH.
1f$ ~ /qQ.?,
RO ilL DATE
~
CHAl~~E~~TY COMMISSIONERS
SHEfJ' 1 OF 35
SCHEDULE A
.sHEEI
, NlIll. IOCNlY \III'
2 _<YIQUIH11I1l'S
3 _ T/lIW",,"
4 SIIIUCIIJM IIOIIS
11-I0 RON1IIAV_
, 1-12 MJ:IMJIT' PAItIO PlNl
lSoI4 -..:s
1&-11 N1UlS!CTlON PlNl
17-1' _ PlNl
'0-23 _ PtIOIUS
24-., CHIHIlJl\",," PlNl
2' _ PlNl
27 _ som.u:
21 __
'w,wmwt". 'n..
f)
~1J".w.
1I'1I1".'IM wen.,,,,..
Mlr...,...
-nt,*"i
1D?..'llll
~
SCHEDULE B
~
21 _ <YI 0UAN1IIES
:lO WAltR IN: PlNl
31 WAltR IN: PlNl
32 WAltR IN: PlNl
33 WATUI IN: PlNl
34 WAltR IN: Il(IAU
M WAltR IN: Il(IAU
o
"...."P.~'~.;.~..~,'~:.;'t','.7 . ,.. "'''':'''f''IIl'''''\;k: "''l)o'''\i]'i':t;l''P1'''''~ "...." '
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'<': ''--~t:'/''''~~~''~~ii~l~G~~~~\'' ;~~"~:~;.~~~
I
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SUMMARY OF QUANTITIES ........ "",os
PROJECT LIr.4ITS "''''''''' ....
CO. RO. NO. '32501 I,lP (I GIS 10 IolP 0..' .
".. .-...
r:;: 'OT... r:;: TO un
0UN<mY STAnoH 2'.SO
LUIoIP Sl.'1ol ,. , ,~ ,.
CIl5 "., " ,...
LUloOP SUIol , 00 ,~ "'"
0.000 ". ,,,. 000
2.JIU ". 0310 "
". C:!'. OUO "
" "" " "
, "" "00 ,
" , " ,
" ,.. 31~1 121'f.0W0l. ."
" ,. , "
, 1..5 ,.. " 111 I~. OIAM. ~"
, " L,f. '" 2" ~. 0W0l "
.. , ,
, '" '" ~o'., .", J&10
" , , '" " " '"
I
i~
Ii
II
II<
g'-
~
UM-U,..,Q.LWJ1ITIII HALVED
FEO,AIO
PROJ, NO,
" .
.
,-
~....~
, [NGlNUR
l"'p1~~r(
..
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-i
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.10:
,:32
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0/
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-
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$l'A1IOPl ,.~
CCUMlY ""'''
........... ....
.
.-...
lOT
.........n.ooos
"'''''''''' ....
.
UN Viol
''''
lW Viol
,
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,
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.
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ICJIlHltll 11/l'/H1
1)1 P.,amer"ll. '"c.
OALL 48 HOURS
BEFORE YOU DIG
t-800-424-5565
FEO,AID
PROJ, NO,
llS-aI6l(002)
~~
c1. ..
'.lel/lraon Caun!y
" Departmlnt 01 PublIC War'"
CHIMACUM ROAD
COIMlY__CIIlI:Il
JEFnRSOIl r.ouNlY, WASH.
A
II
SCHEDULE ^ - SUMMARV OF' QUANllTIES
-
I
"
.H
~, ','" h.' I ' " 1M: I ;'''1 ",::,~;",,,v,' /, ,,"'ii) "',', ,I ,rrn,. '\'~"., I"' I'" , i 'I ' I """'l- -, ,,',' ,,' -, "".,', 'J'.' .' ".' '\'.-,' l"1 -,.-" ',- ," ," ,,,,, " ,', -, ,>:,. ,-' ' } h'".
~....,..~ri"~/"111"f."'<Jo, j ~I..,~~,...~"".._.:..".,,if,~)..,:f,, ~;, '~M'" J/"::'-.~1'1~'j':";':..'~ ~." ":.}:,:..: ,~'r't<, ./{."~'(: .l~.~'''''''':''' 1""'''~'J''':l'~;''''':\~''~'t...} /'i ,." ..., .,."\'~.",.... .....::::--1''-
.; ~"; """'f" ',.{'li'",,~ "I..:. .,,; ,-.(~"''-' ",-,''; I"": """. " ;:f'I':'" :~"..i'.~' ,,~) l~ 1iJ::.J: ",; ""l",~r","" "Ie'':: ..,. ,~:,<,:,v,.;,,',' "": '-'~, '.- ,< ',' ,: 'I; . ;,:." '-"\';;" ':",,;..': ~ ,-', . ': ,< ,"'.' 'n ',',' .:'
,j~\X~::~~~:~0ftfTI:~;~i:~T\~f}),~,:'~~:;~ ~,~rh~:::, :~:": ;:i)~~~,:.< ;(,': ',:: Y~i '7,~~%~:~j~,~~~;~{{ :i:~g:;~ ~~ :::',~::.:,~<~(:; },~~: ~,;~:~: tk~ 1.(1/;' ;:~:~'~:.:H',::~ ~:' ".", :.~~ ; :....'5 ;~;~ /~:~:; ~::i /:'~~
o
',~
o
-~
~
..
"
I
QUANTllY TABULATION
NOTE, ~ - ~
THE SHE:ET NUt.lBtR REFERS 5 i i ~ u ! ~ ~ q i
TO THE PLAN SHEET S,",OWINC ~ 5 . i ~ i 1. 2- ~E. 2L TRAlTI
THE CONSTRUCTION FEATURE. ~ ;I ~ ~ ffi i
~ ~ 8 ~ ~ ~ i ~ ~ ~~ ~ I i s ~ 2, TYPE 1Y lANE MA
~ ~ . ~ ~ ~ ~ " TYPE 1W ~E w
! ~ i ~ !i ~ ~ 5 5 S i oS i ~ TYPE 2YY LANE loI;
~ Sffi ~ ~ ~ ~ TYPE 2w LANE W
~ 3 ~ 8 ~ . ~~ . I~ ~ ~
~~ I~ ~~ i~ 8 J,
~ 5~ ! ~ ~ ~ I g h ~: I ~ SEE SPECIAL PRO'
. ~ ~ 8 ~ ~ SIDEWALK ENO RA
~h~ e~ d 8 ~~ l ~ ~ Ol
SH. NO. ,,,""" "' N, 5,1', moo U', "', ",. "', "', t.\C>4tACloI 1..', ~, 1Jtoll).t:ACM 5.'1'. ~S.'I'. "'" S.Y. C.Y. 4, SEE SPECIAl. PRO'
2.25 C '+00 TO 2h~1) 507e,1.70 7120 2.07
" E 0+1. TO 1+27 ". ". '''''
" ... 0+11 TO 1+00 so n. so
" 00.,11 TO 0+1:1 .. ... ..
" L 0+" TO '+00 so ,so so
" 00"'. TO 1.00 so "" so
" H 0+110 TO 6..00 ". ,,'" '"
" C 3+04 TO .l+U liT
2..21 H 0+28 U 4r lit " ,
" CJ+llS LTTO H02.5LT " . .,. 4
" C '+27,' LT TO ...40 LT " . D.''!; .
" C 5+20 LT TO '.'0 LT " 7 ." .
" C &+20 LT TO L 0.:11 LT " ,. ,.. .
" L 0+51," TO C '.09.5 LT .. .. ,.. .
" C 7"'!I'.511 TO 11+05 LT " 7 .., 4
" C 11+30 IT TO 11.'11 LT " . ... 4
" C 1l+llilllT TO '.00 LT .. . ... 4
2425 C 1+.0 LT TO 10.0:1 LT " . .,. .
, Cl0+ T TO 10..~!!o ~T 7 .., 4
" C 3..30 U TO L C..~' LT "'. ,SO "
24 2~ L O+lU liT TO C l,.aa.21 LT so. '" ".
.. C 3..04.7 AT TO r C..!!01 ~T ". ,OS
242!!o O+~1 LT TO C 'UeOtiB II.T ." '"
-
" CI..42 '"'
" CI..all '".
.. 0+2.' ..
. so.
" 0+23.5 ..
" 00' "
" 0+34.' T ,.
" U 0+4a T ,
" 1I0..34.'LT ,.
. O+4,ILT - ,.
. .. T ,
. 113+4 " ,.
" C 4+4 .7
, +14.' , ,
. , ..., ,
, 0+14
. CIU. . , ,
" 84.8 ,
le.., ,
" " . ,
. . ... 0.' 0.7 2
. " .. .
+1.44
~I
' 7
..
, , ..
3
,.
.
l!.t!2.!Il--
i.Jl.t!L , 3
, .
, lWI11U2.: ,
-.ll ,
. 1 .
.. .
,
.~ 'EO,IIIO
II . . ~~. Oua PROJ, NO,
"'p!'!!M[ fJ'(1 10 WASH
mrm kPA'U'.
. ~Y;~ ..-
Il Rf-Olll(OO2) ......L r-..?~~ ~....,
-.- . Jtrttt;r~w.""- Deportment '
II II< ___r.NOiIIEER
'W?:,~:;;hJ~;~~'i;~:<~fci~~'~;iEi~~~~;;$#;?~1j'~~it~i':t:f[;.Iijt:ittJi~~;]~f~~~c~x:~.,~gfj;:~;'(;i~},~?{~!(
" , ."' 12J,l ,I,"t:::3J4.~..;l~, 4,,1 J1;:,l- '4:'.J~I:," \/,,- ,i.-I_tJ.-i:"t".., I" ",- P. >,t.." . " . '" -. ',," __.", .,.... \t.' ': ';"".) ..',,-" '.' I,"" I \ ,." ",. ." ,.\.~,. '",;. \'." >,
; ;,':)~}:'~:~'> <r:~~~::~?:",: :'-};f/:/,:,~;:,:~~:: ,'~".'(:(; ~~;,!:,:',,~, /?;,~~ :~~;,:.;':'~.:,:t~~:~~ \~.;)- ~ :t';: ~,; ;'; :,:;' ;.~"':;i::::~~;'"~,,: ,:):i: :\); \~:~:;;/:;:;.~:s~/:;'~;:';<:~~,~:!:, ~/~,~~: .,:'?:ri:: ,';-~~ ~;< ,~;;:
o
i~);t.N.!i.'e
o
\;
-~
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..
"
I
QUANTllY TABULATION
[ , ~ C[NEfW. NOTIS
" v ~ ~ ~ ~ ~ ~ I:(
~ i 5 l. 2- TYPE 2L lRAf'f'1C ARROWS
1 ~ . ~ 8 ~
~ ~ ~ ~ i ~ ~ ,,~ ~ 2, TYPE lY LANE MARI<ER, 0.049 HUNO.
i ~ ~ ~ g ~B I:( ~ ill ~ TYPE lW lANE l.l4.RKER, 0.30 HUNQ.
~ ~ ~ 8 B ~ ~ TYPE 2'1"'1' LANE MARKER, 0.73 HUND.
Q ~ ~ > t ~ 'tYPE 2W LANE IolARt<ER. 0.71 HUNO.
; 8 ~ ~ 5 0 (j ~ ~ \; 8 ~15 ~ ~ i
l 5' ~ ! ~ :;! " ~ H :s~ 3, SEE SPECIAl. PROVISION .CEt.lENT CONCRE:TE
~ ~ ~ I~ ~ SIOtwAU< END RALlP"
;~ i ~ ~ ~ ~ ~ g 2 :;!~ fj~ l!S i;l
L' L' L', ~r. """ """ " UNO UNO, u.(:H S,Y UoCH 5.'1'. """ 5..... C.Y. 4, SEE SPEClAL PROVISION .POLY ROOT BARRIE~
-- 1120 '"
'" ,,.
, '" "
'" "
'" "
'" "
, "" '"
I
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ia .L r.;- - V Par.m.trf~.lnc. 1-800-424-&555
0 . 0
Il FEO,AIO CHIWlCUt,4 ROAD A
!IlIJtL-. g PROJ, _'iQ",
WllI/II.~_ 10 IWASH ClllI/IY___
JEfTEJlSOM COUtm'. WASM, I-;;;;-
- ..-. C!I/l. ~"... .... ~
RS-OII'(OO2) _L~~ .
......... ~c, I ~n>>'--..f.' ENGINEeR Jp~::rt!rl.l.- Department of pubnc Worh SCHEDULE A - QUANllTY TABULAllON -~-
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STRUCTURE NOTES
NOTE: ~ S a a ! ~ CENERAL NOTES
TH( FIRST NUMBER OF' THE .CODe' REFERS
TO TIiE SHEET NUt.lB[~ OF THE CONTRACT " ~ ~ 1. PLUC EXISTING 12 IN. CULVERT
P,,", THE SECOND NUMBER: RtF(RS TO !l! Ii ~I g I! PIPE AND KNOCKOUT.
THE CONSTRUCTION FEATURE rOUND ON - N s Ii ~~ !l !? i
THE P"RTlCULAR SHEET. ~ ~ ~ ~ ~ 2, REMOVAl AND DISPOSAl. OF THE
~ id~ Id~ 11 ~i !i EXISTING 18 IN. CULVERT PIPE IS
! i li~ i e ~ ~ INCIDENTAl. TO SlRUCTURE
I;; i II EXCAVATION CLASS B.
~ ~ " ~~ I~ g
m 3, SEE SPECIAl. PROVISION .CONNECTING
TO EXISTING DAAlNAGE STRUCTURE;".
""" UXA".. "'" tACH L.r, e', e', U', C.Y. s.r. e.Y. """ tACH c....
4, INSTALL BEVELED END SECTION.
11-' "Ht2 LT 0,' I
11-2 A 1+33 L1l0,l, '+12 Lt " " 112 '0 2 2 ,
17-.) C 3+3,1, RT TO C 3-.75 '" I " " " 2 I ,
17.4 C 3+75 LT .
17-!l C J+II. LT T.o C 3+75 LT . . . " I . ,
17_6 C 3.~17 liT .
11-7 J.7S liT T.o .." lIT . ., . " 2 .
17-11 C ..U.SIff .. 7 --- I ,
11-' C 3+75 AT T.o $+20 Rl . ... " .
17-1.0 e S.7:1 liT I . . . .
11'-n C 5.'0 U . 7 , " .
17-12 C 5.70 IT Ta liT . " " .. 2 . 2
17-'3 5+70 AT T.o 1I.2~ lIT I ." '" ., , .
17_1. "2 " I . " 4 .
17-15 C 6+27 U T.o t....s IT . " .
17-1' e 15+41 L' Ta he' LT . .. .. " I 2
17_11 C 6+1:1 IT Ta '"'os A' . .. .. " 2.' .
17_18 C 8+8:t T T.o hOt LT , ,. " ..
17-U C8.511'T 7+05," I .. 71 " .
17-70 C 7+ !Ii In T.otI h~ LT . .. .
17_1 ... T T.o If 5~"S . .
, - 7+05. T.o ... , . "
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17...'. e+.' T I 7 , 0 >
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11-30 u+so'" I
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11- t7+' " 1 "'0 , , 7 .
11- .. " 70.~ T . I .
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CTURE NOTES
; GENEIW. NOTts
~ " PLUC [XISTING 12 IN. CULVERT
I!I PIPE ,&.NO KNOCKOUT.
0 ~ ~
~ ~ 2, REMOVAL AND DISPOSAl.. OF THE:
~ ~i ~ OUSTING 18 IN. CULVERT PIPE IS
3 ~ ~ !; ~ ~ INCIOENTAl. TO SlRUCTURE
EXCAVATION Ct..tSS B.
Iii d ~ tl
n i:l J, SEE SPECIAL PROVISION "CONNECTING
'to [XISTING DRAINAGE stRUCTURE'".
S.r, e,y, ,^,H "'. Cf,
4, INSTAll BEVELED END SECTION.
0.' .
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FED,AID
PROJ. NO.
~J'f(.,.on County
~rtmenl o( f'ubllc\ Wor'"
10
R'-OI.,(IlOJ)
~r~
ENGINEER
~F
FINAL PAVEMENT ELEVATION CHART
o.tV. Of~ DZV. OFTSCT DLV.
!lTAnON IT ,.. LT Eo" It AT E.P RT 1:11>
CJ.tOO.OQ
CJ+43.a,
C3+~.OO
04+00.00
<:".50 . 00
C5+00.00
C5+~O. 00
CI+OO.OO
CG+50.00
C6+e4.117
C7+00.OO
C7+50.OO
C8+OO. 00
ca.so . 00
Cg+oo . 00
C:9+5O,O(I
CIO+OO.OO
C10+5O.OO
CII+OO.oo
CII.50.00
C12+OO.00
CI2+5O.00
CI3+00.00
CI3+5O.oo
CI4+00.00
CI4+50.00
CI~.OO
CI~II.el
CI5-+50.oo
CI&+OO.oo
CII+5O.oo
CI7+OO.OO
CI7+42.10
CI 1+SO ,00
Cta+oo.OO
CII+IO.OO
C11+50.OO
CID+OO.oo
CIt+~O.OO
C20+00 . 00
C20+~0.OO
Cill+OO.OO
C21"~0.00
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HI+$O.oo
H2+OO.00
H2+5O.00
HiI<ta1.01
HJ+OO.OO
H3+31.61
H3+5O.00
H4+oo.00
H4+22.4i1
H4+5O,00
H4+7Z.4i1
H5+OO.00
H5+50.00
He+O\.l.oa
f.llfo'll.uU
1:G+2'.ez
1:0+45.00
I:Ot5O.oo
1:1+00,00
1:1+21.7'
1,0+11.00
\.0+31.13
L0+45.00
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10+2It.4a
10+28.liI
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117. '3
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1l7.S';'
117.l!l7
1111.22
IIllLS7
118.'12
110.24
110.28
1'.."'2
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120.05
120.38
120."
121.0'"
121.39
121.)1
121.11a
122.,u
122.47
122.7'"
123.00
'23.:SO
'23,51
123.715
124.00
124.05
12"'.24
12"',)3
124.25
124,19
124,03
124.00
IZ3,,ze
123,08
122.37
lill.03
120.78
IUI.f!7
111.08
IUS. III
117.U
CHlW.QJW ROAD
liI.OO 117.21
1..00 1l7.~1
111.00 117.$6
111.00 117.111
111.00 1111.2$
111.00 11..eo
111.00 118.115
111.00 119.,)0
20.00 1111.64
20.00 ltll.7'"
111.00 111I.fIfI
lILOO 120.28
111.00 120.62
111.00 120.95
Ill.OO 121,28
10.00 121.61
10.00 121.96
10.00 I 22..l!e
10.00 122.$3
10.00 122.711
10.00 123.04
10.00 123.,)1
10.00 123.62
liI.OO 123.a7
1f.00 124.0e
1..00 124.,)3
111.00 124.$7
19.00 124.6i1
ID.OO liI4.el
11.00 liI4.flO
10.00 124.1Ii1
10.00 124.76
10.00 124.eo
10.00 124.~7
20.25 123,87
20.56 1.23,70
21.50 123,01
21.$0 122.27
21.50 liII.42
20.112 120,~D
11I.6$ 110.64
11.17 Ile.67
14.00 117.71
~'N"'1f,~li
8.110 111.21
iI.21 118.1'
10.IS5 1111.24
10.70 118,$7
0.10 1111.711
'.1\0 111.15
10.12 111,1t
14.00 118,10
14.00 111.'4
1..00 111,11
14.00 111.71
14.00 111I1.45
14.00 111,41
12.., IllS.$O
0.1& 111,$5
7.01 111.6'
.~,W H"','l'1..IIO'.
20." 111,25
1..00 110.15
14.00 110.11
14.00 III.U
14.00 .....!..Lt.7.
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17." 111,38
14.00 110,45
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123.73
11.73 123.4'
11,01 III.,).
0.70 lill.03
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123.7'
II.al 113.03
OltU.nllt;t::~
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14.34 IU,;II
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117.$2
117.81
111,02
III.~.
111.60
110.77
111.71
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11!I.eo
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111.20
II!I.U
III.:SI
111."'4
111f."I~
111.1.
1181.87
118.14
111,10
lie....
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110.01
111.13
"'.11
124.le
123.a1
121.17
120.13
122."
111.1.
123.11
11),01
'U.DI
CHIMACUM ROAD
COIMYlIll/D__
JEF'F'ERSON COUNlY. WASH.
IfI.OQ
20.00
20.00
10.00
19.00
111.00
10.00
11.00
10.00
11.00
111.00
19.00
111.00
10.00
1'1.00
10.00
10.00
111.00
111.00
111.00
111.00
10.ClO
111.00
111.00
111.00
10.00
111.00
20.30
21.SO
21.M)
21.ao
21.ao
21.1.
21.ao
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2Z.e;J
22.a~
22.83
20.82
Ill.!!
IS.27
14.00
lI.uu
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11.17
7.23
....
10.10
11.0&
14.00
14,00
14.00
1..00
14.00
14.00
13.'1
13.11
12:.5.
'IU.uu
10.1.
14.00
14.00
14.00
14.00
41l.1l1
17.1&
14.00
14.00
,)a.lfll'
21.21
14.00
11.03
i;:ii
01.70
0'.80
,)01.11I.
14.00
10.""
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
1111.1111
117.10
111.11
117.53
111.67
III,il2
IlI.57
1111.112
111.2.&
111.31
111..2
IID.71
120.0:-
120.38
120.71
121.0.
121.3s
1iI1.71
121.DII
lZ2.2Z
122.47
122.74
1.23,05
12,).30
123,$1
12.1.76
12,).11
124.01
124.17
124,211
124.18
124.12
123.0$
123.111
123.1'
123.02
122.33
121.51
120.74
111.97
111.011
11..,.
117.21
Ila.'IO
111.28
111.01
11'.43
'11."
111.75
111.71
11',12
It',a.
111.0j
111,04
III.'!
IlI.s..
118.23
111.21
118,07
IIV.UoII
118.17
111,87
111.14
111"7
111,04
11110"'$
111,01
111.13
111.11
1000oJ.1l11r
l.n.21
111.11
110,1'
14.....'
113,10
112,"
111,10
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113.03
123,30
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12..5'
12.5'
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ROADWAY SECTION C
LEGEND
C5+~ 10 C7+OO
I
IH
~U
<D ASJlWU CONCREtE MI'DOf CUSS · (IfNItG) - ~ C:iwo~~ ~ Lm
@ ASPWU CClNCIlE!t MOOff CU$S I (LM1.JG) - 0.10' COW. DIP'IM
@~~~=,I~-Y.lMUCDIl.OD'IM
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0.5'
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ROADWAY SECTION B
C.l+30 10 C5+&O
NOTES
r ID% .....
CIlIUACl.Il RO,
It
TmCItIllJl'llDDmDMNClIIJ.Sl'\M.llONS
APP.rtoJmDDOI'HIICIiOI&\'t'.l.Nl.LSS
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acl'(.,lHDIlIJTIDcmfINI'lSr.
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=:~=",~'t'
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ILL ItCWlUIIIDM III . At HJIN
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".
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ROADWAY SECTION A
C.l+DO 10 C3+30
~=rIi"",,"1
II
II
II
71p~'Z.:{.s-
FEO,AIO
PRDJ, NO,
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20' 20' 21.5'
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12' .' .' '2' .... ...'
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LEGEND
20'
[.W'U
"""
--7
<D ASPtW.1 CCIIClOE PMlDi' cuss · (IlDIM) - =::riwo~,. ~ LflS
@ W\oWJ c::oNCflnt MOIOft' cuss . (lM1JC) - 0.11' CleW. DU'IN
ill ~=::~=,,(PIlI11W)-'M/IlLECOW.QDI'IM
sa~SIClOUZ.SHtLT.
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@ W'lU.MK -G.:lO'-'CCW.1lD'1H
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C1$+37.50 TO C17...75
CHlWACUM RD.
...
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20'
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12'
".
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1.5'
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IN B
ROADWAY SECTION E
C14+75 TO Cl:;+37.ll0
NOTES
20'
-SllN'tl
lmCl&.~curNIJn.LlmMlIlNS
=~rlll<<JIWlIr.\".l.NJSS
AU. nJ.SJIf'D IHlU.WCClNS'lMJCllD 1'0 A 311
IUlPI'., UUSlIImD lmIJl'IlSL
NJ.MIU:lf'DIHU.KCICINSTIlUCTOINOT
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~~~~'t
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20'
20'
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....
12'
".
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IN A
ROADWAY SECTION D
U.6'
U.S'
C7+GO TO 014+75
'!If~=:a-"" ·
OALL 48 HOU18
BEFORE YOU DIG
1-800-424-11888
10 WASH
FEO,AID
PROJ, NO,
CHIMACUt.4 RQAD
----
JEI'ftRSON COUNlY, WASH.
~J''''l1on Coun!y
~a~riienl 01 Publlo Work.
"'-0111(002)
~
-;I~r{r
SCHEDULE A ~ ROADWAY SEcnONS
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R(
ROADW A Y SECTION J
LEGEND
C19+02 TO C1G+75
, v'
12'
..33'
<D ASl'tWJQlNal[l[PA'tDlENJCUSSI(MNM) ;..g~~~a:LFl1
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f!.15T
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'r. ~.
'n
'. 'ft. ..'<1'0.:
'SL
ROADWAY SECTION H
CllH~ TO C18+02
NOTES
'IA"'"
1:1'."
C20..OO
CXl..!.O
C:Zl+OO
C2l+50
r-""'"
CHIW.ClAI RD.
t
11><("""'1
'M'rJtIlO'llDOtTtDClIl'IHJR.1stM'IIClN!
",,"YlOlmII_tlTtCIllWJMY,l.M.DS
--
AlJ.lUaM'O~.CONSTIIU:nDlaA3c1
IUlI'f. lM.CSI NnID anaMSI:.
AlLMIUll'DstWJ.l(c:clNmlUl:I"I1NOT
I11Il'OtlKlHJ:1.
=:~~~.,
MYOOI' Nm. IIDD M PINL
". V;AAaE WlI'IHS 1m ALO&UT IrIG MI)II PUHI
AND ~ IJt'IAU RJlIl PMQlDIT r.wentlNL
AU. IHCWIOt IIllH IltL I( AI .....
OItASImlDIfnc:DlllIIIlt.
rl1><( $!RF[ ",OJ'
I
till
21.0'
ROADWAY SECTION G
CI7+75 TO Cla+!lO
'IU UOMT.I&I: AlPtW.T ClINlI. CWI DaM. NfJ 1lHllltr. am to.
"UIOtr.U NlDtSltllON..... tIIrY ,..
.... D'IIUD cnor CDNC. Q.M..TrPr . Dr"" Ala ICIfDl.U, HIT 10.
4.>>' 12'
I~
I'
II
51AIt
10 WASH
fEOAID
PROJ, NO,
--
"'-0181(002) ~.L. ':>'J><~ .....~
_0IC":ClMI1Y ['IG1I1[EN
~~~-
'--~Jo"or.on
~partmanl of
--
.~ I D
l~~_ L bd;tIJ
-
"'W - ~,
-
I
22.aJ'
"'.
""""""1
22.83'
""""""'1
..
12' 4.33'
oj
22.IJ'
""" .
'"
""""""1
12' ..33'
.. -
.&:a.....
I G
-----_.--.~-
""'IT,
LEGEND
ill ASPtW..T CONCRm PINDIHf WSS I ~ ;IN ~ ~~~
ill ASPtW.T 0JlCIIElE MoOOT CUSS. (I.MI.JC) - O,l$" CQII. OD'DI
o ~ =:::=. =.' (f'mMlJ - \NII8! lXU'. DQI'1M
!lIPllDL'I'!lMSCtIDLt.tSHm'1
o alUSK1ISLWACN;ltPCCUltS[ -o':'yClC:U'.lG'nf
ID llAA\U.1l.SI; -o.:lO'....cor.m'IH
<D CIU5:lCSW'AC:fCttlfIc:ouFIS[ -WrMIrIUCC:W.llEP'DI
<D ==~~::=r
.."""'...
!J'IU,
.IS!:.
NOTES
Tm:.lLIlD'IIDOIn:DMNfJfUIl1\M.TIONS
N'l\T'IOJlDDJIlI:rlMIIlWlilIAT.lJU:S'S
.... ........
AUfUaaI'O...u.erCONmlUC1lDlOA3It
IlOllr.,lNPSNOTUlO1MJlMSr.
AlLQlfIlDlla StWLIC c:oNmIIJCn])NOf
mD'I:J:1WIl:tl1.
::~':=-~~T
"A'lUOT WIlmI. IOU 10 P\M.
mil 'lMIAIU IIMHI 1m IUHIDff' WI flMCJ PlANI
NC)~O(tIUfOIl~~
AU,D<<:IWlDIwmtltlUlEAlIItOiM4
(It AS IWlID fl' nc DlaMIJ.
'111' ItAMfW A!Z'IW.J COll.\ CUll terM. Nfl mnu.r. HEr to.
"UIOKlUtflrMI:CTlONf\NC,HlfII,
-sa: 01UlID COIXT C'OIlC. CCJIlI..Tl'N I <<VI. IifG 1CtIDIu.. Htl' 10.
10 WASH
FEO.AID
PROJ. NO,
"'-QI81 (002)
--'L 'Y'",,~ -"'aU
'~tNQlNt[R
~-
-';]7
~-"I---
~~~_~~---v---BWIJII~'- :~UIl____-....__._....fIIIIIZii:
o
o
..
"
'l.
......
.'
"
.'
v"'..
--DOlUlIIl
......"'"
-""'.
ROADWAY SECTION M
LO+20 TO LOt51
"""""'"
OIw.cuW RD.
'l.
f'!.!!
~\' 0..,1'
"""" """.
f7' roKr
.:. ~~~..~
ClIllAQJIl RD,
r"""'- 'l. """'".".,
n... 22M'
rt'fiD1UGIWlE.
...."'"
'''>>' 12' U' '.a' 12' 4.)3'
~Jelter.on CoUn!)'
~portmenl of PublIC Worlll
CHIMACUM ROAD
counv llIWl _ iIooss
JrJ'ftRSON COUNTY; WASH.
SCHEDULE A - ROADWAY SEcnONS
s.....""'" ~-'-~
, ' .) , \ ~ : . :">..Lf~::if~:f~~f~;~.
D-,-.M...Ilo..
.' ,~!,:;~.; ;.,"1 i, :. c';-
'~';}.:',".':: ',S;~);;i( , '; , ,I :,
"'H""'"'1"');,'~(.
'-
-~
I,,;
11l"l.
i
I
1
1
I
I
I
J
i
1
j
*
i
.~
.
,)
I~
"I-
't
I!'
'J'
'..I~~.
":r
'..'
.~
;~
,110
:~
i\ij
,.~
,~i
'I?l
::11
.." '.
l: /',
:~i~ ' ~
.;1 ~
Ill!
\
y<'
o
^
""
.
.
25
,,~~2
Ll ~....
.-r
.............
I
If
II
..
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~.~- -nr-- ---.
-
--. ...
~
o
o
..
"
It. I'aUGIV<<A
~. r-- .
I V -
~ ~\ ll.J,~l....'.Ji;fJ, ".1~, ic_
I
III
2:J
ROADWAY SECTION P
00+2D.8& TO OO+~
.
I
Ihl
:J
Iv.,
~
"" .
10 ASH
FED,ND
PROJ, NO,
,.
lllIooO'It(002)
~t~
Jt (NCINttR
N>,,fJ,rfilt -
--
L
---
1'lJC7--~
------......, "'---'17-
<D A!J'tW,.T UlNall1t PINIlI:Wr ClASS . (IWJG) ~::; ~~.lI1S.
@ A,n", COICJI[T( MOI:NI' cuss . (1.M1IlO) . Ct.1S' CDlP. IlO"nt
@ =~~~=,'(I'PJ1M1J-\WWl[QMI.DI7Itt
sa IWllW1.IG toCIll..U, ~ .
@ C2U5MD SUlf'1aG lOP COUIISI: .. O~ COIP. Df7nt
@ WYElMSt .OMWN.CXlII'.1lD'JH
@ ClMtID SUlf'ACIC TOP touIl5I: .. VNIlA! C('Ut, llD'lH
(j) = ='i~~-=:::r
'" -....
.~
..:;
.
,"LOR.
StJSf
7 I
""",
---
r
L___________J
I
i
~J.II.1ll0n
~portm.nt 01
LEGEND
NOTES
TWI'JI.llD'tlDDIl1DMNGfU.UJUllillNS
=~fI1nclllWlWo\Y.lH.DS
AlJ.fUlUlUItW.LIlI:CON:ITIlUCTtDlOA!:t
a.Df't uu:ss NOlID ononr.
IrUCUI'I.tftIItWLKD::lNITJU:rIDIOI'
rnD'D: 'MlM 2:1.
::,::s=~~y
rMMDft' WI1IM, MmllO Pl..
ralWAliUIII'IMIDIUlltMNI'HMtCPUfQ
NG NIDIEnDN mAU I'M II'MIDT lIWMlllHI.
M.LItIl.UIOlWlmtl....IEAtIK'lllN
OltAlIWIDIJtMD<<>>CDL
. sa IN1UKC'nDN Drl'NU1 SHUT II
10'
-
-!-.
..-
-
I
..
~l.Jt~
?
10
ASH
FEO,A10
PROJ, NO,
....-"-
11I-0111(002)
-- :.-....-.
-.-........
-----
~J!"JI.._:JiI'.-
...- --.-------
---'I
o
o
..
"
rPIIIIU_.
-....
- v -
- ~'~J-~~r~::~J)J:.,j"L ~
ROADWAY SECTION T I ~
90+50 10 00+15
WO+27.88 TO W1+OO
00+50.00 TO D1+oo
<D ASfMlrlTCXlNCIlDlM'DlXl'Q.l$$I(WEAIlIC) -G.3l7C::CW.DI7fH.~.
f'VQ.:DJl1'IOo.,I'CU'IllIJ1S.
@ A!l'tW.TClOtCll:mf'lllWlDll'W!SI(I.N1IIa) -o.t~f.DI6'.1ll7JH
@ =~=tt~=I(PflIlMl)-WNJ:CCW.DEJ'1)I
sa "111~ SQC1XlL SHEtT .
@ ~SlII'dI3'fOPctUdI:
@"'In....
@CIIUHI)SUIlf'IaC'fOPCOUIISt
<i> ==,~~~:=r
,.......1lll
ll<o:r...
LEGEND
NOTES
,'U~
TmCM. tlD'nDOIIID CIJl' Nfl ru S'IlltIJ1ClHS
=.~ Cf TIC NWJIIAY,lIUSI
,.... ru ItlKS IHlLL II: CD8TIIJmD 10 A ok1
suw.. tHJSS NOm) CJrtDlftSf.
AU. cur lUlKJ HIJ. I( DONSI'IIIlJCft: NOf
1tDJ'IJt1lilMZl1.
~~=:r~"
MIOIXl' 'IlInM. IIFDI to PUH.
RlItw.llMlJ:~q.M.DlO'l'_MM11'UH1
Nt) MDlIU'n:lN IXTMJ M MIODT 'rIWeIraa
AU. ItIl.UCK WlmtlIU .. AS ....
OllASlrolIDftnfDDCm.
. sa tnUUCJIOt.l DrTNLI IHIX1' 1.
~.Y'~ __../~
~~ ENCIHE[R
~-
.,,"" A I
"".. lo.tl' 14.00'
"",. ',7ll' 11..-
Wt27.18 'US'
..... 11.'" U5'
WtllU7 .>r U~.
Ul+OO OJ' .....
DO." 14..)4' IUIO'
00+00.17 14.llO' 14.00'
'10" lo.&S' ,.".
-US' CX:U-. DD'IM
-n!O"WN.CXlIP.DD'IH
- WAlAJ: aw. DEJ'1)I
_.!!!!"-'-
..-or
L____________------
'1.
'rPIIIIU_.
--
~VMa
-----J'A'IIIlQ<t___________J
~-
ROADWAY SECTION S
UlU! TO L1+110
""'"' . I
lutfa' I~
,Ll+OO ~
~J'ffal1lOn County
~poltm.nt of PublIC WorlcJo
CALL 48 HOUllS
BEFORE YOU DI<I
1-800-424-11111111
CHIMACUM ROAD
OOUIIY 1IO!ll__
JEFnRSON COUN1V. WASH,
SCHEDULE A - RONJNAV SECllONS
_]11II-"--
-
- (..
~
A
"
,.
."
;~
.~
,
"
':.~
:1
i
i
'"
;
~
.
i
f
J
j
I
I
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I
i
I
1
1
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I
1
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.1' ..
"
I:"',
.". .
f. '
,
,
w I III
-_.UI
-,
\
o
....
7
"
:18
:~, :...,'.:,;~,',.-, ,. ",
.,' ",\;. ,~',~.~,':<:~>:',"',:',:',.", ',,' :;$--:2
~........-
~! ':'''0~:.',,:
,j ',. ,.j; .":,~,:",'!,::'!i~':
" ", ,.,
W'-,,~
~r
-,--
I
T
-:J:QIIIllMD4aS1.._IKI'll'- lIII:;.illrawa
-~
..-
........ranLIJiDSl"ir- ~~~~~1lIM!li
o
r_
o
-~
';
..
'..
I
OLD HADlOCK RD.
ft. PllClf'U'CIWl[.
(PMnP'C*l' I
~Ul. ..~[ V.\:...)~,L~
T
. qjlt :.
giST.
EX~
LEGEND
Rl
OlD HADlOCK RD.
'1.
ill A?lW.l'COIClI[l[PMlIDl'l'WSSI (lIr.NK) -0.J0'C:C:W.00'1H1011t
PVaD..m 0.15" to'JH I.fTS.
<D ASPIW.' COIClI[l[ N.otIIOtJClASS. (lMlJolG) - 0.1,. CCW.DD'fIl
ill ASPIWJ~~CUSS'(PflIlLYIl)-\rlIrItIAlltCClll'.DO"n(
c:u.ssIIMWUCll>>/rCn:DDf7fH
SlIPfI11'<<1.IrC;!ICtIlU.E,5Hl1T.
G> ~ urACIG TOP c::tll..RSt
<D """""'
<D OIlSIIllUfACICTOPlXlteI;
<D =="J:.~m::~
"""1lIl
- OZa' CDI', to'I\l
III
~U
- 0-'0'.... CCU". DEPnt
- VNWUCXJlIl. DO'rK
.'
~Fn.J~~...P:;'---'l
r- S~~ ....... ~AA~ .
~-
NOTES
'iiiimil
I
llil
IJ
OlD HADLOCK RO,
It. PllCl"UCIIWlII:
r--
l'm::M.1ilD'JIDDmD on N40 n.J. snMmNS
N'f\."lQlmI!_~M:lICWJlt\y.l.It1S:S
--
IU ru Sl.trJD ttW.LlEo:>>lSTN:n:D TO" 3:1
SlOPI'.. IN.DS NaIQ) lmOIISf..
IU ClII' SUlPD SWJ. lIE cocmucn:Il NO'I'
mDOlll~ t:1.
~~.:u~~"
'A'ot)QJ' 'MOnt. IlUm TO 1'INl,
f'CflMlaJ:'MOTHSImAl.GllOl"rNfJ,..,.,P\JrHS
IrIC)IfIIllSD:JIOHDCrAU f'Oltl'lllttWDfl'llWISJI'lClNS.
AU.1H:lWlIJt MalHIllU 81: AlIHClWN
OR AI liMED rr TtC DClND.
R'
ROADWAY SECTION V
00+9',39 TO H2+87oS1
ctTIJ
......
I HO+t~3'
H2+I1.5!
'""'ARIES
'0'
__SllIV.__
ROADWAY SECTION U
HD+M,lD TO HD+V5.J11
"""" ,.
te.!lU7(U.H'In,) 24.,," 14.1)'
~d..71 21.72' fua
..o.tuIJ 21.11' ".GO'
tOt?UO JUI' 11.71'
HOt". IU)' r
MJfIl)t 1,1I0' ..
R
II
I'
II
'1II1OMTW -.w.r COJCl, CIJIII DnA&. NG txIUI., em 10.
"au anu:c CDO"I' coc. u...MC I r.rw. NG I:lHI:DlAI. HIT 10.
-III :to I:Q NIIJIStI:IlDN PUH, Hrr ,..
..... PNIM Ulf ClWICI PVM, 1tII'f..
It
-QII,(002)
~hd'~~
Anl~1Y WOINEER
~~-
~Jef(e",on
~portmenl 0
10
FEO,^,O
PROJ, NO,
:.,.1 [1
f""L.i
~~r~..~
,-
I
~~
,J:,~
". ,. .' Q:IS!:.
1
!ll!IIII!I"-E'!!:._
~
W.
, --~.--
---...--., ,
10
fED,ND
PROJ, NO,
ASH
..-_.~-...
-.~- .~1
LEGEND
(DASlI'IW.1ClXtlCEMDDnClASSI(lItlMc) -c.JO'CCW.lIPrMlIOlE
@ Il$PtWJ COlCIIE'It I'MIlDCf QA:JS I (llWUC) .:-::::::;. CD"IH lnS.
o ~=tt~=.(PIElI.YDJ -lMM.lo:ll'.DEPnl
srENl1"lU:C s:>>aIU.I, SlGT.
@ ClltKD SIJDaG TOP c:cul2 - o.zr CDIt. DIPJH
@CMIO.IlS( -ur....toII'.DEPnl
@ClIISIJlSlllf.MHlOPtcltRiE -VllIIIIU:fJJI1.rD'fH
o =='~-=::=r
.._""
NOTES
iisriii
M'roILJID'IDDllIDMNClRJ.S'NIJICIfS
........rm.mDJI&f6HICf>>DlIAT.lM.ESS
.... """""'-
AU.fU.1UW'Qi SWJ.II: CIlMT.u:ttDlO A.1:1
SLllPf. tIIDS IImD CJM.lIIlG.
1U000s.lPl3SKlUrtCOlCl:fll\,I;lIDHO'r
mD'OI 1WH J;l,
~=~~A't
PA'IDDn'tIItJ'M mDtfOP\M.
rat .......t MlmIS 1m AlJQIMM' /lIiG PAWG f'lJHf
Nf)lIfTDl$(C'!tINllI:IAUnMMGOl'I'lRIHSnlllNS.
AU.SID..lJOlIICIltWiIUIEAlIHOWN
~ AS STmD I'J nc 0fCND.
--
'lIE ~AIU AI'IW.1' DCIC. a.N EmIL NG tlHIllI. HD UL
"SIIIlllUlDCDI)fl'CXlHC.~fK'DrTJLIiG~IIIIfUL
-UJOIl'JU NlfJllD:mNfI\NC, 1m ,I.
- III Ml:Ia LDf lIWM f\NC, IHID .
....._ ",-QI81(002) ~~~ /..N
-~lY tNGINIIR
:t,.{(J:t:(W-
0,
o
..
"
-~
--~- '--- --- -- -1111
.'
,..
OLD fWlI.OCl( RQ,
't.
r.... - ·
--
.
~,j~'ii
- '\
,
~
i
I
I
1
i
t
I
I
I
:
i
I
I
I
I
i
i
\,1
I
I
\_.~
...
QlS],
l/-
-\.
r'
-.....
OLD IWl.OCK RO.
It. fIIOFUOIlI<<a
r--
...
o
?
A
14'
'l.
.'
V~:.
-.....
".~
ROADWAY SECTION Y
EO+2O TO [0+5'
ROADWAY SEOTION W
H4+22.42 10 ~le.DIl
~ """.,.on' County
~,...._-
'"
Gl_
I Dl'l~tlr 11/1IIN J
"'Irlmltrlll.lnc.
CALL 48 HOUlS
BEFORE YOU DIG
1-800-424-1le55
om
.
.
>>
CHIIAACUI.l ROAD
CllUIIY__cr.ow
JEf'fERSON COUNTY. WASIl,
SCHEDULE A - RON1IIAY SECTIONS
",
't:'.' I~}":;~: ;11"
IEl
'-~;"'...._--
1UllWlf--~--
-
I
II
U
II
o
o
,.
PRELEVELlNG SCHEDULE
..
..
. ..
0+2$ to 04
. ..
""""'"
... ..
I
III
~IJ
;~
-..
.......
~-
COlOO caam: SIll'IWJl:
c:tIOTlXINC:RrTtllMDl:CUlINfJCllJllDI
"
III
--- -
-NU-
llJ
PARKING LOT seCTION AA
H2+OO,OO (IT,) TO HJ+5U3 (IT,)
I
llil
fJ
&.:..... -- ....- -
,N
,1.1"
10
........
___________.Pm._
fEO,AlO
PROJ, NO,
-Qll1(002)
OLD II\Ilt.OQ( RO,
i ~~.
Jr~-
-----------------
PARKING LOT seCTION BB
H3+8I,71 (LT,) TO H5+1B.OII (IT,)
.~~
~-
-~
..,
~
,..
-------
~J.ff.raon
~partmenl 01
/ ',':" ~.::~:,~;,..,i:::\~j~~,<:~\
..-..m._ ij~_
IIIiIItimII - ~-
-
I
E
~-
( l X OO>TH
x .28 'i(]IWOE
. .M
~
,\::,,<<:W>>Cl
T L 'I
PARKING LOT SECTION AA
H2+oo.oo (LT.) TO H3+51l.93 (LT.)
l..
"".".
___________JOO.9lI\!'I.
fEO.AIO
PROJ. NO.
10 ASH
11I-0111(002)
--
-
-.
-"'''Jr'"-
-r
-,~
__~Iif'--
_ ...~._~--.-__------- -- u --
~
o.
o
..
"
LEGEND
0Ul IWJLOCI( RO.
'iv' ~_.
-~1 -3
<D A!iAllo:.T CONCmt PMlIlDll' a.m I ~ .. 0.30' CXU'. DEPIM. 10 IE
@ CIl\JHDSUArIOCTalQ)l.JIS[ ~~~0UTHLm.
@ DIlW<<YDn"~ wYMWUlXUI'.f.O'IH
NOTES
~
NJ. nLSal'U MU. KlXlICStlll.x:'IlO A 3:1
SUP[, uu::ss NO'ltl) DfHDl'IISL
NJ.CU1'~ItWLer;crlNS1lIlUt'IID*",
mmJl1K&H2;t.
~~.:=n~y
1'#MM)ffWDrH. N7Dl1UP'lM.
Rllt ......: IImC SlIt UHOT Nt) I'M<<! PUNS
NIl ~ DEW.I RIt MOlDII' llWSTOCL
NJ. IHlUlO ICM III II: AS HMM
011I AS IWO If' M DDIDt.
. sa: PNIlM lDl' CMIIlO NM.
FOIl IJIID NG WImd, HI!' :ra.
tOO
0Ul HAllLOCK RO,
r~'
---:.;;;;;------------------------
-------
-~
,'I :<t'. "'." ,
PARKING LOT SECTION BB
H3+81.71 (LT,) 10 H5+le.o8 (LT.)
CALL 48 HOUl8
BEFORE YOU DIG
1-800-424 -8888
'~:';:;[R
~Je"'l'Ion Counjy
~portrnenl of PublICi Wolle.
SCHEDLULE A - PARKING LOT SECnONS
CHIMACUM ROAD
COUIIY _ _ ~
JEFfERSON COUNTY; WASIl.
~6f!t-
- -
~
I
-~
"i
.~
'I
I
a
1
'~
1
1
,
.1
$
i
.,
~
ij
~
!
1
'1:
i.
!
~
I
!
f
I-
I
r
i.
Ill"!.
\.
\ ..
o
A
....
.
"
.
.,..10
~1-
j~
I
d
n
II
ly~
v-""'-JaIIIlI ---.-z
-...- -
v-
-..... ~-
---
~--
I FJBI.:
~
_...-w,....-..._~
~
I
o
o
..
""''''''''
1,$'
r.:Zu,nnoJnD1J.;DDrDD.
DlSTJoIC:ASPtW.,J
COHC.PA'lGlEHf
~a:woo~ "
-m>t:ll ""'"
"
_-21;
II
III
~ a I
..~~
I
IIil
rJ
...... .......r
"""1MlIlNI
o
. ,
00
o 0 0
LEGEND
CD #,5Phl,L1CC>>CRm:P~CUSS'(ItNlIC) ~::'~~8ELm.
o ASJ'hILT CClNCMTE 'A'lO[NT cw:s 8 (lMlIC) - 0.15' lXM". DEPTH
o =-~ ~~ =.' (1'Rfl.LW.) - VNtloIal COWP. DOTH
U PllIJ.1'of1JC SOtakU, an .
G> CMJ9ImSUll'olr(;MTOPCOUASI: -G.2:$'COWP.DE1TH
@ WML~ -O!O'WN.lXlW".ClO'lH
@CIlUSMDUf'.t.aICTOPCCIJASE -VlIIWlLCC&II,1lO1H
(!) =~~~=:r'
"-TIll
@GlNAIIOftALIlD)MlCIC -G.2$.....DfJI"nl
NOTES
T'I'f'ICALIlD'IIDOOIDMNGn.1WMJJ:INS
=. ~ fI nc IkWlUf. uu:ss
MJ. flL StDPa StWJ. lIE CXINmltnD '10 A 311
SI..R. lHCiS NC1IID 0HJrII:lt.
IUMRDPDSWUKlXI5TJIUCfIDNOT
S'TUJ'DIIllWfJ:l.
~:s=~~.,
1'A'lDlDIrWDTH. mDllOlI'UH.
FOlt MlaI 'IlIDTH!I Ul AU:NIDlI' MJ MMJ PUNS
lie MDlS(CflON DCTM.S FOIt I'MIOT fR,lHSmOICS.
NJ.DI:IWlOlWll'rHlftLKASU.
DllASST~ltnc:DClNIJl.
11I-018.(002)
-- ~
.\
~
""
r
sa: HOU3 ITNDW) NrH ,~.
"'.........omu
SHOULDER SECTION A
EXTRUDED CEMENT CONC. CURB-lYPE 6 DETAIL &
ORNAIotENTAL RED ROCK SCHEDULE
'TAllDN
(3.8$ LT. 10 C4-t02.$ LT.
CH27.5lT. TO t4HOIT.
C54X1LT. TO t$+40lJ.
Ch20 LT. TOI.OUI LT.
l:lt51 In.TOt7+0UlT.
C74a.,5LT,TOce+05LT.
C8t,)O L1. TO Ch5e U.
C't86 U.l0C9+00LJ.
Ch~LT.TOCIc>tO$LT.
Cl0t~LT.TOC10d5LT.
r?o1l~lIutt;rcJi ~~U'42. law RJ.
~'.SJ.
, "
.. "'" r ,
I..~__- .------L
h+ ,,. I r I
MOUNTABLE ASPHALT
CONCRETE CURB
VARIES
.'
t.tp({;'A,'t;!f/-
O'
o 0
00 '0
c
6
~TOtDCIST,
""'""""""
DlST.I'A'lOlDIT
o
o 0
DRMWAY APPROACH AND REPAIR SECTION
10 WASH
fEO,AIO
PROJ, NO,
. 0.'
SHOL
MOUNTABLE }
~
(;) . Q' 0,
'0.: 06
SHOU
MOUNTABLE I<
e"
CI
............
....,.,;;",.\<-.
<}po .~
,
SHOUI
CEMENT CON
~JelfellOn I
\..~portmenl of.
\~~;:?
~pi ....Im'...,.
""""""""
I
ION A
-lYPE 6 DETAIL &
SCHEDULE
t"41.1036'R1.
JSJ
-+--;;--J
i
~j
4' ~~ 0
o 00
-=ctlHCM1tftIMDICllllNGCUTtDt
SECTION
10
,---
-""'"
__-2'"
o
-
fEO.AIO
ASH PROJ, NO,
........
11I-01 e 1 (002)
o 0 0
.--
!1!!![- - -~'R
.sIiI11--_
00
LEGEND
<D ASPWrlTCClIClltTtPA\'tIOTCWSI('lfLWC) -o.JO"COWP,llU'nt.lOK
@ ASPWrlT Q)CIlQ'[ 'A'ot.It!NI' a.w I (lMlNf) ~.:: =. tlfPnt LFrS.
o =~~~~I ~ - VMWl[ CCW, mrnl
sa: PIlfJL\'D.JC SCHOll.l!, 5llD.
@ Cll\,$t(JlSUlFOGTtlPCCllJIt:[ -~'C:OW.OEP'lH
@ CI'Ml.&\S[ -G.lIO'-'CXlIP.llO'm
@ Clll$C SUlf'DIC Tel' Cl:ll>>SE - WWlt COUP, CiD"lH
<D =~~m:::t="
".....""
@CRrWIOItALRmM:ICIC -a~....CQI'lM
NOTES
T'l'PICIL IU'IIDOITU) an IHJ ill WIWIClNS
=~ Of' M blJIM", lH.DS
ILL flL SI.0Pa 2W.L Df: CDlSIflUC'TtD TOA.Jl1
!UW't. lHlJS NOl1D GfIIJllla(.
IUMSIJlIIaStWJ.fltalNST1U'll:Dtm
mD'OtTtIIHJ:I.
::o::s=~~y
MWXrIlmC. IE!7DlIlOf'lJM,
M WNA!1fl1DM; G ~ NCI MMJ IUHI
NlJ fI'TDtS(CIDf Dl'VU fOllJ JlM:IaT ~
ILL SIllLO WTHI WU . Ia ....
0lII AS rJlrQD fI'( M 0IN'Dt.
~ ~~'fr- /~
liie 1Y EHGINElR
~J. ~~ ~.d,-
N'PRO'I/J. llo\tE
--
---
_H'
- "lfl
-
1I!RI__
-
-
o
o
.\
.~
"3
..
.,
~:,~
00. o.
0..0
SHOULDER SECTION B
MOUNTABLE ASPHALT CONCRETE CURB DETAIL
'''llOOl
ClIl+lOlll.TOCle+751lT.
CII+02 LT. TO Cl;+a" LT.
Cl~25RT.TOCI"8JRT.
SHOULDER SECTION C
lAOUNTABLE ASPHALT CONCRETE CURB DETAIL
""""
CI1+N.24 ~,'OC:l"JORT.
CIIHIRT.TOClt+"""
................
i
'I ..,
. -\
1 \'~
I 0
'I
'1
(q
.n: HO'TD, ITNCWIID flUH '-1
SHOULDER SECTION 0
CDlENT CONCRrn: SIDEWAll( ENO RAlolP
-
Lg::t= n:
Il':'~ ~.
: .
CALL 48 HOUR8
BEFORE YOU DIG
1-800-424 -8585
~Je"enlon County
~portmenl of Public Work,
CHIMACUM ROAD
couny---
JEFfERSON COlItm'. WASH.
A
....
lC
'"
38
SCHEDULE A - r<oN1N1-.V SECTIONS
.;.;:::~ ::,' i"::i:;':, "i'~i
":~,,;,;<...\:-'; .
,"r:'~,;" J h ';:'~~~.:'____
/.
.., ",;;""',~ ;;...,'1'..';....";.....
", ro, :'" 11'.11.
'.f': i(" I -J i1
.\
o
o
.~.".l
~
"i
-
..
.,
I
I
r
f
I
r
I
I
I
I
I
I.
"
f
L
I
I
I
I.
I h
I~
II
I
A PORTION OF SECTION 2, T. 29 N., R. 1 W., W.~
CATCH ftASlN
WATtR ...ETEIl
WAtt" VAll,(
U11L1T'( POlC
STAEtT LICUT
POMR V"'ULr
TELEPHONE: VAULT
TELEPHONE RISER'
'IRE H'I'tl"ANT
POWER
trlEPHON[
WATtR UN!
r[NC('
IUn. "OAO nt'
WtttELCHAIR ""I.lP
O[NCttI,4"R"
PAVING LlU1T1
Plln.CV(L.."C"
BUlUIIWO
/
/
/
BEGINNING OF PROJECT
~JtttP~D. M,P. 0.06
~. T.
..
i
I
i
i
---,,-#~..... ~
~ .:.t .....
~t f
I 'j3_
___..J I
".-..--- r- -- J t:i
" '~'"
," I .
'Ill f l___ ii
',ill ~
:s .
~~w;oc~ N~. ~N. M. _
51A. HO+OO, OlD HADLOCK RD., "".P. 0.00-
.,.;t;:;;; ;~:~~
CU'WUtool"'I\I(:"OOO
~
I EGENO
c
.
"
<>
.....
[!J
III
IRONO.AlE ROil!)
5To4. 101+90,"0, M,p, 1.93 _
~.t~~~.So~"".~~-&~ _
, .
A,. ; . II. t,
30'''T.
,
(>
-,-
-,-
"'/1-
~~. ~~~~o~~g, ~.p~INO~~O .
NeSS' CORNCA ROAD
51". 59+13.60, I.l,P. 1.12 .
"
.
\I
CJ
c:J
I!.f.:l
'\
~
~'\
"
\
'\
'\
~' ... ..),
1 '1 COft. CAlC'O, POSInOH ~
"C.It.P,477
co ,
SEt STANQNtO Pl.AN '_&, 0(11014 er:
,~ CUIlfl "-'UP DlTA'LS,
10
fED,A10
PROJ. NO.
R1I-0Ut (002)
~ :I....,lo'''t1.LY/
- olfJflllSOfl c<lllN1Y [N(llN[ER
~-
~Je"e,.
~portmenl
v-
I
-.-
--
-~
_01-
-.-
-
-
- ---
o
,-
o
\
-~
\,,;
..
"
I
A PORTION OF SECTION 2, T. 29 N., R. 1 W., W.M.
~
r~'l
~...h ~-FOU"'D: -r IP. W/'NOOO
PLUG ok 1ACl(
~. vtSITf.O 1/17/91
,/'
~/
l'O'\.
/
SCALt I.., n:ET
~~-
.._-----:: ~~.~~: 41"
l..71S.3J'
T.. .3711.68'
o .. 0&' 30' 00.
~~~~~~:.~~~fglr~. .N, U, _
STA. HO+OO. OlD HADLOCK RD.. M,P. 0.00-
BEGINNING OF PROJECT
~~1;IPC/lO. t,l,P. 0.06
~. . f1'
A. <4+ .15
+
LAWN STREt:T. "'.P. 0.02
~
t;j
~
o
o
i5
!3
g
UJ
z
:J
~
<
:I!
"'1"Il',S"
.. 10040'
~ ~g liD'
~ '00"
\.
~.
;.\.
\.
~
\.
\.
"0' .ro'),
1/1' COR. CAlC'O. POSlnON .-/
PUC.".P,,?? .
NOTES:
. ALL "ADlI D1ST.lMcr.1 Nt!: 10 'Act: rI CUlt..
iti~~~,~';'~ ll;'~H~lOcW ='tW~~EII'HIP
LOCAnoNI Of [XISTINO UTUTlEI Ntf ~P'lOl(IUATE.
rr SHAU It nit COtrIllUoCTCWtI "rPOHSI8IUTV TO
DC'TtAUM M 1ftu&, nEVA'I1Of.I1 AND LOCATlONt ao
AI TO ~VOfO ClAW4C Oft OItTVltamct DUlhNO
CONIT'ItIJC'nOfol.
HI 'IfAHIWtD IIUrH ,_a, orllON oft
,Oft CURl IW.I, DlTAU,
~\"
\
CALL 48 HOlJI8
BEFOIE YOO DIG
1-800-424 -!fa
o
10 WASH
fEO,AIO
PROJ, NO,
--
IlS-D181 (00')
~,y~ /.b_
JlmllSOt/ COWI1Y ENGIN[[R
~;R;;rr: o...~E-.J-
~Jo'(etlon County
~porlmenl of Public Work.
CHIMACUM ROAD
COllNIY_rtlnJ(C1CllOII.I
JEffERSON COUNlY, WASH,
^
CHEDULE A - ALIGNMENT AND PAInNG Plio.
om
II
"
35
1~j "1~,,~,J(1~' .,"-;
i "'. ';.
:j.2." ."U
o.
o
<
-~
""
-
..
"
I
A PORTION OF SECTION 2 & 11, T. 29 N., R. 1 W., W.M.
/
SCAU: IN rEEf
~--o
NOTE:
. AU. RAl
FOR Sf>
OR ClH
SH[ET :
LOCATIO
II ......
DCn:RWI
AS TO j
CONS,.
SEE 51..
SEt Sfl
'OR cu
CRADE INTERSEC'TlON
... H! R
-u 'A. + . MORRISS
UP _
11. . M.P. 0.00
CRADE INTERSECTION
STA. CI5+09.Bl CHIUACUW RD. "'.P. 0.29 -
8-UNE 51A. 0... . BLANCHE AVE., "'.P. 0,00
5TA. Cll,.993:J CHIMACUM RD. HP. 0.211 .
SfA. u.oo BI....NCHE AV~.. H.P. 11.00 WI....lI
;:
.........
. -~ .~
.~';".'
t;;
~
o
~
l3
~
tU'''XCONI1II\)t:flo.HMT
a:"'CNT COHCRETE
CURB AND CUTTCR
._-~ /'
/,
/' ..
./ I
-:jl"
/.~.....
/'
/'/'
hi~
/'o'-?>
/'+
/'
/'
r
~NOT,"'
1/11 eM. CALC'O, ,.OSlTlON
Ptlll C,ft,", 4'"
;rilNi, ."
ell
CRADE INTERSECTION
A. iffi~i'lIWc~!l}8i,~ Sl Kllil 024 -
II
I~
II
10
-;
~
~
oIfImI!IlIH_ ENClHtER
~'ifL-
C!Ii '
I
Joll8r.on l
Departmont of I
;~:-' If, ....',"-; :"" '~',-",~ r/;."t\" ':. t ~;Y. ...:;:" ...\).:r~":'l"'~ .}~ ,~' k'!": ::.~ ~. .\,;,,~; ~~N: ". 0',-;-; ./; >1'/': ~:;\.: '. ,"",.~.;" ~::z'<,~,.~; t,.,) .,,!..~ r.l'f'~-' '1:"(' - !}"-.... ""t. .J,~ .~ 1::": \""tf'< :~'; ~ ... ~~ l ~. <;.:' <_ ';:~""{ '~'~1:~~ "1;- ::'t:;~ ~':~,Z ......'/, ':j:';. :1 ".~.:~; '... ~. .
o
o
. \
~
-
..
...
I
~- --
~C:O
NOlE:
. ALL RAOll DISTANCeS ARE TO FACE OF CURS.
fOR SPEClnc Dt'TAll.$ ON RIGHT OF WAY OWNERSHIP
OR CENTtRUNES. sa: RIeHl' CW WI,Y PI..AH
SHEET 2 Of 2.
lOCATlONS OF' VlIST'll'<<: ununEs AM: ~ROXIW.1'[.
IT SHAU. BE 1HE COHrRACrORS ~t'5PONSlBIl.llY 10
OCl'ERt,lINE l)fE TRUE El..EVAOONS AND LQC4T1ONS so
IS TO AVOD ~ OR DlSTUREW<ICE DURING
CONSTAUC'TlON.
SEE SHEET n "OR l!CEND
SEt STANDARD PlAN "-5. OESlCN .C.
fOR CURB JI"""P Of,TAII.$.
'It
;1
'f~
-~:; ..
f
'l
J
I
)RTION OF SECTION 2 & 11, T. 29 N., R. 1 W.. W.M.
SCAU: IN "tET
INI), c. .". /,lON, IN CASt
V:SITED 7/111/111
10N
CHltAACUU RD. M.P. O.
lO. l.40R ISSEY II. ., M.P. 0.00
MATCH EXISTING
'A. 1+00
CHURCH LANE. M.P, 0.02
U
LAN M... O.
L~: ~:',:,.;.!""
L _ 10'15.00'
T _ ~"J.llO'
D _ 02' 00' 00.
~
P. ':1-
'1141.'....
GRADE INTERSECTION
. A. +,. ~Q;.e~k'*6it.JW...
g
~
o
",~
:\, . "OUNTADLE ,.,SPHALT CONCAtTt CURD
\. rOA INTERSECTION DETAILS
~ SU SHEtT III
:.~,,,
), t' ,
" ....~ ..... +.,
'~'A ~~..
.~:;> ~,~.
~'~
'\
\, ..... NOT "D
.}\; - ". CDO, CAl.C'D 'DIlnDN
II;'" Pt" c.It.... 471
E 0 0 ROJECT
~t\t~~~. M,P. 0.41
~_...
i..
OMDE INTERsrClJON
~ A. ~ 1 +~l:';~O Bf;Zc~~~:\:'~. 'O~:' (~~r
a.
Illlflftllf It/lllU!J
"P.rllmerr,x. Inc.
y\
Cl)
CALL 48 HOlilS
l&0AI! YOU DIG
1-800-424-s.saa
'~I
fEO.AlO
PROJ, NO.
10 WASH
~-
~JAff.reon Coun!y
~~_._-
CHIMACUM ROAD
COOtIIYlIOIO_CIIOO5.I
JErfERSON coumv; WASH.
^
01-0"'(002)
..e/. -UEtJ!J:;.. .b.U'
'J~~
...
12
"
38
I
...............
I
II
J~
--I!
r
- -t 1- ~YA-~
I I- ~
- ---t- --~. .__-t31
I 61 0-
t 0:::' :::E
__ -1J5--L-I----'=l:i
. ~Ei~
~~~
~~~~
C3!..:~'
-~!71~ '
~..I \'
,0 :!~ n
--- "0- - ~:".'
.Bl.4.,1 ,j
(T ~~ SPI [I'll E.-.5T +...
_*_ _ ___~~i~~~~r_
LEV." 118.1 !
'2!>-
--.. -t2
--1-15
-
I
I
-- ---- ._- -.-- ---_.
---- -.---".--1-----,,,.-
-.-. -. - . -- ..-1----,--
.----f-.--
,
I
...,,__-1---__
-
...-
ROADWAY C1KlN e
I~
~ ~ ~
i=.~ il
= a---
m I~
~
~
i
300
I
~g "",I- J ;i
~!S
-1-
!~ t ~
::,I" j;r;. "::/,.
- "'..
I
'+00 3 00
"7
c... 4T7 ",.!J' 'b. I'HOTOC """
___ _ ,,_.__ _",_ UQ.B1ZJ iNIAl.... '''A;~. ~n'
.- --- ..u'VER leAL S:~ -5'
-- ----
- --- 1---,- --.
~I
~ ALa,! R
.N
..
llIo-
llIo.
..
S
~
.0.'/OlC
I
!
.. ,
:
I
-130,- I
..11&---
1(>--
RrMoON
_.iIlIii.i
--
~.-
-
-----~- ------
o
o
"
R"lWAY 5(....... C
H-
I
"
~~~~e~g2 . IN ToP B ''''
'!I~ H ..... L
51"',8..9. LT. 30'
ELtV...13,.)Ol
N ~ ~. 7~ ~
8 .. .~ -
C-UNE +o.7OS
RM .0. 7X --- -- - --
- - -- -----
\.
-"'iJ.
~
!tall AY SEC1V'l 0
n._
lS,U ,3
COotI D.O. AT ,t',
COI{ "R Of Si:lE LX,
(LEV _ 12iG2 "\
" i ~
~ ~
+0,&4" - +0.5'"
----- ----- -- ---
3 ~
a a
IHi .:t
'. gll~
.-
I
I --..?
~ ~ ~ a
..
+o.~:c
-
+o.~"
"
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I
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- ~::-
:t-=-
Ellsn"'IlGlljuNG ~:!
~I;; ~~ ~~ 0 ~R ~~
n ~a
0 ;'Hi ~,8 ~"
.- -
~~
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.."
~:.~'
~: i r:. ~~ i
.~ . .
~r. rz. "J:iT. ~..c:;~. ~~.
"'..
mi
~1 ~H~
It 00
1200
~
'-:!f
ROAD 'AY rYCAYA nil lHt'J IJflt HAUl. esa c. Y.
DlDAHllwtN COMPACl1~ 1 c.y, CENTE LE
800 700 100
Cc:1"
....
CCNST.
~N
M1,~.
U.M',
WAY ~ A~~CW'N
DRUBI. .04 AeRtS
'<t
d
-..a:
f- .:::Ii
00
I ~~ c:1
ll:~:::E
lJ..NO ~
6:.t;! ~
ffililiJ a
. .~ ~ ~
II
-II
ROAD 'A't S."Tl-
Ava ENT P OFLE C-LINi
.00 TO 00
, t8!i;:tt 1,AIlM'~" :A!l:'lll y IIi"CI
-,.~
~Ii
."~~
.~
----
I
1i1 I~I
T.H~~:i~"' ,-i
1'~:'7"'6J,tl~,< I
't-"'V. . 12~,~8 '-.....
! w..t.;.~ ,-: !~
. . I _."h_ -." '. -._. ".~." '1,'" C-UNe- .L
I b r"~/OGClItOl.o<<)_'" -..--.. ~~
Si! ~~ ~ ' I'--"=~""
---1----; A--:.i"--'-;II--~ ,= ".--
. .i - .. -" S! ~ i
a
I~
~.
l
. iF..! =Ji. . ';F.;'
~ ... . . I """'.A.
,........Iou ..- A~J:NT' PI OFLE C..lIU
" C/O " GO -'0 .. .. '!' :;'; 00
'~Ia a
"
..... N Lt.. "c.Y,
'~T.
1\"
C!Ii '
Jeff orion C!)\
Deportment of PlI
t
t
1100
fED.AIO
l... PROJ. NO,
10 IW~SH
RS-OleTf002)
~~~Y"~_~
.lI'ftM5OII-l:OU EHGINHR
~if~' -
--
.,
~..L'""'.?j.'
.'J,:~~ .~.t;.' G, "
-
r
~-- "\I ,--- -lIiI -- -,--
-
I
I
ROAlOWAY stell C
iAAlHG AN CR""':;O 0:1.. ACIlr
I~
-- ----- ----
-----
,
--.._-
I
-______1
I
,
i
.
a
. ~
~ ~
T.B.". 12
SC'lIBEC - 'N TOI" B T OF'
~::, ~~ . 'tT.(~~n: Lf BOL,f)
[LE..... - 1 3.30l
.'2 li!.
g~;
F
~
!./ ~
I
ill
1!
:;t
~
!!l
RO'
-----
- -.-
. i C-UNE-
~ !!ll
-+o.$8X
~
-to.7OS +0.04"
+0. .,..
OiIlo4A I.A
-- -- ------
tmn..c CiIlIUND
-----
I-~,-
~,~ "E
T T
:~
~:7
~ii
~8
~~
~~
~~
J.j~ i1H .__ ~
I ''::1'' =:v C't"
DIIl'.ol: 1Itl.~. OIl'
LUIIT.
ROAD It., EXCAVA ON INl11JDII 0 IlAUL B~ c.y,
"'.""'.'" COWPACnI '~Y. beNTE ~LINE
800 700 800
i1 ~ 1~
~
";:"
'"
~',
'"~
".CONST.
.'" ~
ROAD AY Stell ,.
.
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ro" SPtClnc cc
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LOCATIONS or D:
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Dl:TtRIIINI THE T
AS TO AVOID twl
CONlTltuc:TIOH.
II
u
IS
10
fEO,AIO
PROJ. NO,
..It
11I-0181(001) ~~
.. ~L'~
_ COUNTY ENt'~N[ER
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/
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fEO,AIO
PROJ, NO.
10
11I-0181(002)
...
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P.O.T. STA. H3+78.33
co, RD, NO, 1527109
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END TAPER
NOTE.
'DOmFP1 lno All ON liIIGHT or WAY OWNrRS..IP
Oil! ,It RIOKTOIWAY'LAN
lHe , J.
!STING uwnn UtI. NlPIlI)XIMA'E.
1 CClNTItACTOM IttIPONNMY TO
nM: nl'VATIONI AND LOCAT'lONI 10
~ ClIIMIW.r:E DUltlNO
-Li!'~"'J:../~
'-~~ICINt[R
"~JefffI'lOn Coun!y
~ortmlnl of Public Workl
SCHEDULE ^ - DRAINAGE: PLAN
CHIMACUM RCJAD
lIIlUNlY__~
JEI'1'tRSON COUNtY, WASIl.
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STA. C15+09.81 CHIMACUM RD. ....P. 0.29 -
B-UNE STA. 0+00, LANCHE AVE.. M.P. 0,00
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LEGEND
WAn" IolETtA
'NATtIt VAI.W'
UllUlY PO!.I:
STREU LIGHT
powa VAU\. T
TtUPHONC VAUI. T
lD.tPHONC RIseR
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1'tLrI'tlON[
WA.1tA UN!:
n."
RAIL ROAD ne,
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BE mt COHTRACTOItIi AnPOHSlBII..
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coo ION,
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fEO.AIO
PROJ. NO,
.......- 1'1-0111(002) ~~ /o~
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MATCH EXrsTING
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..
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i.
NOlE:
'OR SPCetnC ort'AILI ON ItICHT Of WAY OWN[~qt
rftEf~grf." lit ItICHf 0,. WA" ftlJH
LOCAnoNS or DISTINO unufI[I Nt( "'I'ftOMIMATt,
rr SHALt. IE THl COH'TMACTOM AI:S~ YO
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CALL 48 ~8
1lEF0AE YOU DIG
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fEO.AIO
PROJ, NO,
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CHIMACUM ROAD
CIWlY AOlO __
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SCHEDULE A - DRAINAGE PLAN
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JEffERSON COUNTY. WASH.
CALL 48 HOllIS
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ceNTER OF CATCH BASIN A'~O CRA"l'r.
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fEO.AJO
10 IWASH PROJ. NO.
If II ,~
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COOII1'/IlGIOI'IlOJtCTCIIOt53
JEffERSON COUNlY. WASH.
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--
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MONUMENT SCHEDuLE
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BEGINNING OF PROJECT
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10 WASH
fEO,AIO
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CHIMACUM ROAD
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DOTT'O
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a-UHE STA. 0+00, BI.ANCHE AVE., M.P. 0.00 EXISTING
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'A. 0+00, BLANCHE AVE.. M.P. 0.00 EXISTING
CHIMACUM ROAD, M.P. 0.41
STA. C21+50.00
END OF PROJECT
Ii. STA. C10+117.28
PLASTIC TRNTlC ARROW
m>t 2L. TYPICAL
li. 51",. C'4~09.81
PLASnC TRAFFIC ARROW
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LEOEND:
l.tClNUt.l[NT tt, CASE
nOfllJi.l' GUIDe POST
CtlolENT CONe. APfl1'OACH .1..D4Y
A,SPtw,T (ONCRETE AflPRo.Aett
e
CAll. 48 1IOlJl8
BEFORE YOU Dl<l
1-800-424-1lSS8
~"'1,"VA~\'t8il. i2rR&:~..tFfr;: ·
"I~
~Clltlrf' -
JEO,AIO
PRO.I. NO,
~JefflrlO" County
~portment of Public Worh
CHIMACUM ROAD
COUIIY _ _ ~
JEFftRSON COUNIV, WASH.
SCHEDULE A - CHANNELIZATION PLAN
10
1lI-0'.1(002)
_~Y':J~.c#
~iisiiii~N ENC~IEr.R
(
-"'i
c;
~
'/
f
I
!
i
I
I
I
1
i
I:~ 'c.:
...........1.:.........' .\
.. \
\' 0
.
'~
A
om
Z5
"
35
. :j.~,
Ie}
Jj-
-------v-
_5.
-- -y-
'ti:~
.~,-----~...._---
Hii
~
--
..
o
:-
o
-~
'i
..
.,
I
A PORTION OF SECTiON 2 & 11, T. 29 N., R. 1 W., W.M.
/
GRADE INTERSECTION
51A. 4 .1 I UM RO M.P.. .
M-UNE 51A. 0+00, MORRISSEY It '0 tr.l. . O.
GRADE INTERSECTION I NO MONUMENT
STA. CJ+o43.69. CHlMACUM ., M.P. 0.0 _
STA. HO+OO, OLD HADLOCK RD., M.P. 0.00-
GRADE INTERSECTION
51A.. C15+09.81 CHIMACUM RD. M.P. 0.29 .
B-UHE STA. 0+00, BLANCHE AVE., M.P. 0.00
<, t
\ \.>-
BEGINNING OF PROJECT
rHtrAA'tljll~o. M.P. 0.06
MATCH EXISTING
S1A. L1+00
LAWN STREET, M.P. 0.02
tRO"l:JAlE ROAD
STA. 101+90.40. fA.P. 1.93 .
~~L~~~o.ao~.~~-~~) _
.... I N
A. . 1
OLD twX.OCK ROAD, Iot.P. 0.01
. HlI.DD
~bg ~~~VtC~ RD., M.P. 0.11
MATCH EXISTING
51.... 00+75
BLANCHE AVE.. M,P. 0,01
M4TCH EXISTING
51"- 11(1+00
MORRISSEY AVE.. M.P. 0.02
~~~, ~~~ tc~~g. ~p~INJ.bo _
NCSS' CCJRN(~ ROAD
51!.. 59+ lJ.60. '-l.P. U2 ...
6"xe" POST
(BREAKAWAY)
CD
48".12"
'M-fITE ON GREEN
LI
e"xe" POS'\"
(BReAKAWAV)
CD--
OJ<::::::
CEJ-----
@~~ ~~W
~@l!JJ1NIii'W ~30'
~ WHITt ON BRO""",
iP'~IRl~~
W1[g~ IRlD~lHIii'
!F@IRlii' !F~@IL~1Rl <D .
~1i~1FlE ~~rR1~ ~1~4~ 8RO~
@
4S".'2"
'M-llTE ON GRttN
1NI[ID&jj' IR1D@m
CD
4S'X12"
'M1ITE ON 8RO'tlrN
NOTES:
~
2" OIA, HOLE! PARALLEL TO
SION r...cE'. SE'E STANDARD PL....,..
0-40 rOR HOLE LOC...T10NS,
seE SHEn 27 ~
ex"nNO ~D Pit
POST LENGTHS I
SIiAlL DC: DCrE'UA
CLlAAANCC (W),
rOR ...OUNTlNO
rOR CODE Rrr[A
sa WASHINClQf.l
NOTEI
ALL LEMR! TO DE 4" Hie,..
SPECIAL SIGNS ~
N.T.S.
1lAl!
1lS-0U1(OO2)
~~~
....J.L".~.I"fIIA.-
APPROVAL DATE
~Jeffer1
~Orlmenl
n
I~
II
10
f[O,AIO
PROJ, NO.
BY
" "'. ij.....]'
:\.( . rt
'V,.---__-.--.,~ ~~-
-"~'.----
--
-.............
---
0-
o
I
~~
..,
-
..
"
I
A PORTION OF SECTION 2 & 11, T. 29 N., R. 1 W., W.M.
GRADE INTERSEcnoN
I MRD.M.P.3_
M-UN STA. 0+00, MOR I EY A . M. .
SCALE.: IN rtEl
I~--
nNG MONUIol NT
., M.P. 0.07-
: RD., M.P. 0.00-
CRADE INTERSECTION
STA. Cl.5+0Sl.81 CHtMACU... RD. M.P. 0.29 _
B-UNE STA. 0+00, BLANCHE AVE., M.P. 0.00
MATCH EXtsnNG
STA. 01 +00
CHURCH lANE. M.P. 0.02
:CT
0.06
MATCH EXIST1NG
STA. L1+00
LAWN STREET. M.P. 0.02
O-UNE STA. 0+00, CHURCH lANE, M.P. 0.00
STA. C18+10.00 CHlWACUM RD.. ....P. 0.34 -
GRADE INiERSEC110N
GRADE INTtRSEC110N
E!.A. ce+~87+ C~I~~"'J~m~'':J.p~'1~oO
TO CKllotACUItl
,1
)cK ROAD, M.P. 0.01
MATCH [)(ISTlNO
STA. BO+7S
BlANCHE Avr... M.P. 0.01
MATCH EXtSTINO
STA. ""+00
...ORRfSS['( AVE.. ....P. 0.02
CHIMACUM ROAD. M.P. 0.41
STA. C21+50.0D
END OF PROJECT
LEaEND
CRECN
0-)(5- POST
(BRE.AKAWAY)
CD--
CD<.:::
CE}----
NEW SIGN ASSCMBl.Y
IEX'''''N. LOCATlONl
XISTlNQ SIGN t'SSEMBLY TO BE RELOCATED
NE.W LOCATION)
E)(lsnNG SION ASSEMBLY TO BE REMOVED
OCI5nNO SION ASSEMBLY L.OCATlON
DClsnNO SIGN ASSEMBLY TO REUAlN
PROPOSED SleN ASSEMBL V LOCATION
[F(Q)[Rl'ii' lF~~Ib[g1Rl CD
48-1l24-
~'ii'~'ii'[g [j2)~IRl~ ""'it ON eRO"N
OIlEr.N
1Nl[g~ IRlD@[}{)ij'
cD
~I~~~ DRO~
NOTES:
KC s.lm 27 0# 21 ,Oft lION SCHmUU:l.
EXISTING AND PllOJl'OICD ItCH LOCATIONS MI: "'''''OK''''TI: 0NI.'l'.
:0":" 'n.l= :'\,rr~Jj~tr. ""I. VALIa
CLEA/WoICI: (W), TO II: IoCAIUltl;'O '~OM toOl ITIIIP(.
rof' t.t0UNTlHft OCTNLI lEI ITANCU.ftO rtAH ~[m latlEl O.
,Oft COOl "U[Rl:wcn ....0 ITANDMD SIGN LAYOUt' Dt'1'AILI
'lEE WASUNG'fON ITATt lION rAMICATlON w.HUAL.
CALL 4B HOUR8
BEFORE YOU 010
1-800-424-8588
"
i PARAl.I.[L TO
~E STANCARD PLAN
U LDCAnON$.
5 TO DE 04- HIQH
SIGNS DETAIL
N.T.II.
-0Iel(002)
_~-;"1'!!t.
1Y D/folllEER
~1P'-
~J'ff.roon Coun!y
~portment of PubUo Wollcl
CHI!.4ACUM ROAD
COUIIY 1lCWl_ ~
JEFfERSON COUNTY, WA.'\H.
A
~
SCHEDULE A- SIGNING PLAN
....
2t
.
.sa
:- ;"!'.':r,.),lJ''",''I,'.'t-lI' :kl '.1771; >>;,:~"/~', "'t;"J~h"~'il".. 't, ~,,_.,',:. ,!',t- {77;'1, "_~~ 'l';c,~'"" ,,:.::,', I,,: :<'~. "': "".:\ "':'" ~,";:'~':/~","":',:,,:, ''-,1:'.' :':,~ ":;"l"'~~,'i>' ;":.',t ,', :'::,::: ~';;~' .:: >.
",', ..".,.",....j,.. " ~.. ,-, .,. '- 'r' "", '~I ..... ,.,.., ...... .... ", ,..' "....."" '''I''
',',' . .;" <"'( ~ ,.':t. '(:ij,I ~1:" ';1 :~ " ,', ';" ><,' :." '.. , .,.. 'Il " '1.4;:,iI'.... '; "-,;,,, (., ''"(.''. '.. -, ,'. .: ' . ~ 7 ," .,; :::,' ,,~::" :': "" '/.' ,.. ';'-"." ' " , \,-: '.' ,.!. ,,' ',:';', .","'~' ,.",,: :,' '::,:-' ,', ~, ,'"
'.:~;;';;:~){rt~J :i:~ ;};~:;: y)\~~:'::~;::'~:-;,~". ;~:~;:",; ~:;~{~,::~~f:l:;;:~~h' :~; ~ ;{i ~\..:,: '~';':3 ': ',' ~',: ::-I~:~ . :~ ~ (,~ ~',::': ~ ~::.~~::{ ~ ~:t;>:)~. \~:.;~.:~:~::,~,:U.~:~:,~:::,:~.~;~:/\~;.~:;:;;~~:~~~~ ~ ft.;:.~e ,.l,:: :>:~ '~~1 ~:: f
,
.
o
o
-~
9
-
..
.,
I
SIGN REMOVAL SPECIFICATIONS
LOCAlIOH SIGN SIZE POST POST RDlAAKS
STA. NO. X y ....TDlIAl. SIZE
H ...11 ,. . ,
H +, . , ..
H . + , ,
H + , -
c " + 04 IT '" ,.. - , ~ , ..
cn+04lT ,.' .. s,.,,"""
e It + 04 LT ,.. ,.. SAME POST
C II + 04 ~T ,.. .. SAllE POST
ell+ .5Ll '" ,.. , ,', r
e ~I : SO.5 LT ... .r
,
NOTES:
SEE SHEET 2e OF' 28 FOR SlCtol L~TIOHS..
EXISTING SIGN LOCATIONS ARE APPROXIMATE OWLY.
POST LENGlHS SHOWN ARE APPAOXllAATE. fiNAL VAl..uts
S......LL aE DE"IEAIr,/INEl) IN THE FIELD.
CLtARA,NCE (W). TO BE UEASURED mOM EDGE STRIPE.
FOR Ir,/OUNTlNO OETAlL.5 SEt STANDARO PlAN SHEtTS StRlts C.
FOR CO:!E Rtf'tAtNttS ANO STAHOAAD SIGN lAYOUT DCTAlLS
SEE WASHINGTON S'I...rt SICN F,I,9RIc\T1Im 1AAHlW..
SIGN RELOCATION SPECIFICATIONS
SIGN SfZE POST POST POST LENGTH CIEAlW<CE
X Y ......TERIAL SIZE Ht HZ H3 H4 V W
. 12.5 .
., " ,
. " +.
. , . , "
. " ~ ,
, ,
,., ,
,.. ... ,
, , ,
, . ,.
. . + .
REMARKS
SIGN SPECIFICATIONS
ROADSIDE SIGN STRUCTURES
~ZE
y
POST
.....tmw,
PO
51:'!!:
Ht
POST LENGTH
H2 HJ H4
Cl.EAR.AHCE
V W
REMARI<5
.
,
,
,
.
14 Dlo\.
, ,
/r/,""~IlO:r;;:::~::!II."L"''''''',R
"
\1 'fA. HO+~1
~
"A. CI5+00.81_
!..UN! If A. 0.00
CHII.lACUll "D.
otJ) HAOI.OCK liD.
IIl.AHCHf AI,(,
1.l0000001Sa:V AW.
CHURCH L.ANC
It
.
.
fA. C8+ 4. 1.
L"LIHIC STA. 0+00
~
CH11.lACUU ROAD
'<MIl
+
81..N4CH A ....... .01
Wl&lOl
T'l'PE WW OUIQ(PO!IT
nPl: VA ClUIDCPOSf
HalE
srI: STAHDAIlO ftLAN Hool
'OR CUIDE POIT LOC" nON
u .
GUIDE POST.J~6II.QIJl
SCALb '-.'00'
It
I~
IS
10
fED.AIO
PRO-J. NO.
-0,.'(002)
~L!'./~~~
'_ ENCIIlCEn
~~Z!c$f-
"C!Ii
Jeffer.on
. Deportment 0
: ~.'.,~,~ll ' '177/,,71 t'til '/~I .': ;~ " ,1/tft)/I"i.l , ' , ~f!?i:,:!~') :\~:-:.7; '~,~I,;yt.~~..,.;,; :;' 'J.;/: '~'r '. >"..., . \-/ "J ,: ;'.\i~"':~l.\~ J~ti i-/::l .:'~.; r 't..~ ;"'~'~'\[ ~_~.;~: _:.. ~ /^'v."':'}'~_ ~ ':"'::"/ , .: ~~~"\\"(;\~ :~~~~t.'-" ~t _ :- :\\<., I:"'~;:
o
.,-
o
;'1.,'
\
.~
~
..
"
I
SAlolE POST
SINE POST
s.wC POST
NOTES:
I
~
1
t'
,
~
j
!
'j
I
I
rlONS
>ST POST
ERlAl. SIZE
RD.CARKS
>CO
)Co . ..
>DO
>DO
:.00 .". ."
5(E SHEE1 211 01" 2& rOR SIGN LOCATIONS..
OCISTINC SICN ~OCATIONS ARE APPROXI"""TE ONLY.
POST LENGTHS SHOWN ARE APPROXIW.n:. FlNAL VALUES
SHALL BE O[T[RUINt:O IN TME rIELD.
CLUJl"-NCE (W). TO BE U[ASURED FROU tooE STRIPE.
rOR 1I0umlNO DCTAlLS scr STANDARD PL.AN. SHlITS SERIES G.
rOR CO::lE RErtRENCES AND STANDARD SICN LAYOUT DE:TAlLS
SEE W,o,sIiIN(OTOIt ST"n: SIGN rASRlC4noN UAHUJ.l..
RELOCATION SPECIFICATIONS
SIGN SIZE POST POST POST LENGTH ClWlANCE REWoRKS
X Y ~TERIAL SIZE HI H' H3 .,. V W
"SiT" WOO . 12.5 .
" , , .. '" 11.5 .
,. w_ " ..,
W WOOD . . . " .
w""" . . . , ,
,. . STEl ,.. . ,
,.. " " , ,
, ,.. . .,
" ,.. , " , , . "" . .
WOOD . . . 12.~
. . . o.
. . . , .,
SIGN SPECIFICATIONS
aSIDE SIGN STRUCTURES
-~ POST POST POST L[NGTH Cl..EAAAHCE RDCARKS
MATERW. SIZE HI H7 H3 H' V W
"'j 0 .. . ,
'0 " . "
. 0 .. .
wo ..........-- o.
- - O. - -
0 - - ....... - -
, . w 0
- - - - - -
~r . 0 . , . .
. 0 . .
. 0 . , .
S1Cl '0' ., ". .
. , .
. . .
.. . . . . .
-- - - - - ,
11I-01 II (002)
~~~
JlJIlR50ll ~l\ ENCINEER
~~"73'-
~J'lferJon Coun!y
~Or\ment.Of Public Worb
CHIMACUM ROAD
ItAII1'/ IlOlD _ CIIOOU
JEffERSON COUNlY, WASH.
A
I
I
I
I
I
~
~
~
1 \
~\
:1 '
',I
{~
1
r
o
GHIt.lACU'" ROAD
/
lA. &f 4.87.
L.LINt ITA. 0.00
"CMll
.
B~CH Ii "...... ,I
0lJ0I: !tOIT LOCA'nONI
J.ECajJl
Mt W'II GUIDepOST
T'l'Pr VA CUID(POsr
CHlUACU'" ft/),
OlD HADlOQC "D. 11
IWCt1C AW'. II
UOAR1!:IEY "'\or. a
CHlMCH LAHC
CALL 48 HOURS
BEFORE YOU DIG
1-8oo-424-6881i
HllIt
ICE St",NDAIlO ilL"'''' H-l
'00 CUIDE POST LOCAnOf<f
GUIDE POST LOCATION
SeAl.!:1 '-.100'
10
ASH
fEO,AIO
PROJ. NO.
SCHEDULE A - SIGNING SCHEDULE
om
21
"
-..
I
It
"
RI
.~
o
..
"
A PORTION OF SECTION 2, T. 29 N., R. 1. W., W.M.
CL CURVE DATA
OElT" fMl'lIV!, l...t-iGt.... lU~CTH
82' "IS' "," 5000' 4409' 72. 7'
/
P.I. ST,4,.
CHlt.4AC
5T.... LO+
LAWN Sf
$11.. EO+
OLD HAC
69
CHIMACUM RD., M.P. 0.07 -
sr.... Ho.ao
OLD HADLOCK RD., M,P. 0.00
. T. 0 . l' ..
STA.CHB8.69
r.L
/.
-~~.~---
CHIMACUY CO. RD. NO. 9.32507
Llt.llT OF' CLeARING
AND G~UBBING
~g
"',T ,ftlo'l'll
II /"
\1 I
'I I
'I !
oj :
ll-+
11
*
"'7/1'
- t- /1
r j
i/ /]
I"" /i
~ -'I
:""::::4
P,I. SfA. [O+VIU1
liTA,H2.\:I.U
LEGEND
r.U. H:J.'II.:t:I IlI.D HAULOCK HO.
M.r.D01
CATCH BA~H 0
WATtR "'CUR "
WAItFt VAL\<< M
unuTY pcxt -Q
STRUT UQtiT t4(
POWER VAUl.T (]!J
T1UPHOut VAULT rrI
TUI:PHONE "'StR "
nile HVDftAN' .().
POM''' -,-
Tl'L[PH~r; -".
WAltA LINt
It"a
""IL "OAD"n
YltiECLCHAlR RAUP a
OCNCH "'AAK e
n.fICIDll OUIDr. POSTS 0
'UIL".. ~
J' c.uc. [.8
A~~ltr -
fEO.AID
PROJ. NO,
~Jeff'1'I00
~portm.nt of
10
,",-0181(002) __4~
-r".iiffi_1'I CNGlNE[R
--~IIR'MW"
-
----
~----~_.
o
.............
o
..
"
I
A PORTION OF SECTION 2, T. 29 N., R. 1. W., W.M.
/
P.I. 51.1.. C6+64.e7,
CHIMAC MR. u.P. 0.13 ..
51.1.. LO+OO.
LAWN STREET, M.P. 0.00
51.1.. EO+oo.
OLD HADlOCK RD., M.P. 0.00
,
~1.4.P. 0.07 ...
RD.. M.P. 0.00
. T. 00'01" .
STA.C~+88.69
FU
U,
il/
~I----t-J- 9" '0" W
IV
II
---~~.~--
C-LINE ~/
//
-- --------------------:--- - --- - - --------7?"--r--
. _~nLL
Ti =-' rl-~~' .. ~~~IMt~:.r~RI~~ .
I AND G~UBB1NG
~~.I
,,-
l
'I
II
:\
i\
., I
u- -:.. - 1
II '
1\
11
-fZ-~
~ j
t: j
t:- -/.:2
't/'~
C:/../j
P,C, STA, EO+54.&2
!jTA Ij~.t! 44
P,l, Sf". EO+Ve.61
!iTA, tl:l."lI.:l3 01.0 HAIlLOC.: RD.
H.r. 0.01
SCALE IN Frn
!loOOll
,.
,.
-"'-
fEO,AIO
PROJ, NO,
ASH
CALL 48 HOUlS
BEFORE YOU 010
1-aOO-424-sa811
~ "'1I."on COlllty
'L-~portment of Public Worb
CHIMACUM ROAD
COUIIY _ _ ClIOI83
JEf'FrllSON COUNlV. WASH.
CHEDULE A - PARKING LOT GRADING PLAN
10
A.-O'8'(OO2)
.. dL~,..~ .
"7"J.JiI_~1'/ OleO/etA
~-
_!..- ~t@Ji,.;;,;);.':;.l>;~;;.i:f.,...
; ';,!~.:,X~
;:,f:'?'
'''':f''.H'
..
_.-:4
-~
~
I
I
f
I
I'
I
!
I
I
I
I
I
I
I
I
I
I
I
1.
'0
A
i
\
11
'1'
'.
I'
f .
-."
10j
\
\-.~
o
....
2ft
"
:Ill
I-'.fi:;c,
;.1
~,'j~~3. ':r~,i'\fi;
-
;t:.tkia-,!il'iio,}1l;{fi'f
I
r
-
.-
.....
.--.-
-1!J1. .-
"
~~--
-JI'J
o
o
..
SUMMARY OF QUANTITIES
SUMMARY OF QUANTITIE:S
SCHE:DULE B - WA TER LINE:
CITY FUNDING
SID
ITEM TOTAl. UNIT ITEM
NO OUANTITY NO.
LUMP SUM LS oDor MOB/LIlA TlON
2
J
4
.
.
7
8
9
'0
"
12
IJ
14
..
I.
17
18
,.
20
21 100 TON
22 LUMP SUM 1..5.
'-J 32 HO'JR
24 to OAr
2' 280 "OUR
2S LUMP SUM L,S.
27 " tACH
28 OJ C,Y,
1 reM DfSCRIP nON
PR~PARA rlON
OIAM.
MAIN 6 IN. {)tAM,
MAIN 8 IN. OIAM.
MAIN 10 IN. DIAM.
~
I
-~
,
CITY OF PORT TOWNSEND
WATER TRANSMISSION LINE
SCHEDULE B
. 't~ ,
I '
'." ..
'.... .Co
fED. AID
PROJ, NO,
MiSEND ENGlN[[R
--.
"0111(002)
~~7~OI/J~~EW,.,uJY
10 ASH
~IW'''''',
..
- 't""": T~D.. ........
----.~_:.. . ..."".....,,,,,,,,,....".,... ..."...,....,,,..,,,..,,''''..,,,..',.',,....,,...:.' .' ---~'
"I' ~'::' :"';.:f;: ',;~~C:' ;"r';: s~' "
"~
~ /,.,,'
~ I.J
WA TER LINE
ABBREVIA TlONS
AC
cu
OIP
(L
exST
rL
'''v
LT
"AX
"'N
MJ
P(
PVMT
R(O
ST.
TYP
W
ASBCSTO!; ClM~NT
CUBIC
DUCTILE IRON PIPC
nevI. nON
eXISTING
fLANCCD
IN\lCRT or PIPE
LeFT
IJAXIIJUAI
MINIMUM
UCCHANlCAt. JOINT
PLAIN tNO
P/I VE'MENT
ReDUCINC
S1'" TION
T't'Ple....t
WA TeR LINE
29
JO
JI
J2
3J
J4
J'
.v~
~ Jefferson County
~o;lmonl of Public WOl'k.
_OVAL DATE
~
o
o
. <
~
l;:
.-..
..
.,
I
SCHEDULE B
WA TER LINE
.~
J
,
I
I
I'
I
I
,
CITY OF PORT TOWNSEND
WATER TRANSMISSION LINE
PREP,f,RA rlON
)UANTlTIE$
VAN TI TIES
VA TER LINE
liNG
I rEM O(SCRIP TION
WA TER LINES
'OR TRENCH SA CKrILL
[XCAVA rlON
A88REVIA TIONS
JliQEX
'AIR VACUUM VALVE' ASSE:M8LY 2 IN.
AC
CU
DIP
EL
EXST
rL
INV
LT
/of AX
/ofIN
/ofJ
PE
PWT
RED
ST,4
T>1'
W
ASBeSTOS CCMENT
CUBIC
DUCTIL! IRON PIPe
ELEVA nON
EXISTING
FLANceD
I,.,IIf:R T OF PIPE
LEFT
UAXlMUM
MINIMUM
MECHANICAt. .JOINT
PLAIN eND
PAVEMENT
ReDUClNC
STATION
T'rPICAL
WA TtR LINE
2f1 SUMMARY OF QUANTITIeS
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J1 PLAN
32 PLAN
..13 PLAN
".. DETAILS
.3:5 DETAILS
CON TROt.
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,PHALT CONCRETE PAVEMENT
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ONE 8 y 0 THI.'RS
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ASH PROJ. NO.
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II
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- _.. ._.~.... ~ ~;';;N~ C;~~D .. ~ '- .
-. - '- .-....- -.. :..:w:.:::..~._. ~..,..._.__
120
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VE:RT ,. - S'
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~O;lmenl 01 Public I
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CALL 48 HO~8
BEFORE YOU DIG
1-800-424-8888
\
~ .
f'
(~ 0
/:~.
.;~,
10S
.--l._1-L-. '00
~
SCALf': HORIZ ,. - 20'
VF:RT ,.. - ~'
fCO.^IO CHIMACUM ROAD
PROJ. NO. ~ thlv:Lt:t- B
10 ^SH CClJOlTllO.\Ol'lIll.lC'ClIOI~
.f:m:nSON COUNTY, W^SlI, ...,
..0.e'(00~) C!Ii .'n~ ""'" "
~,q~7arJ~~T,k~J' APPROVAL OA It . Depo,lmenl of Pub"~. Worh "
-.... SCHEDULE B - WATER LINE PLAN "
-
"'~
I
v-
F
.-
O'Mlt:R-fURNlSHCD
HYDRANT
MAX .....
MIN 2"'
FIRE HYDRANT ASSEMBL Y
NTS
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,,'
..'
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~-~"""-
~
OWNER.
fURNISHeD
VALV['-BOX
CAST IRON rEf,
M1H 6" FlANGE
SIDe OUTL~T
CONCRETE
BLOCKING
S"CATE VALYE'
(Fl x MJ)
6" DUCTILE IRON
PIPE ClASS ~2
ceMENT LINED
~~/W'NC I r------,I
~f!:,Trox____:: :~,.-L..-__-' eXISTING,,!.'
'011 I - -~[) PAveMENT
" 1
II II
L l:.-_-___-_J I UJ" STORM
<fLJ"CA~ S(Mf:R
fJA51N . 41 x..' X," THICI(
POL YSTYRCNE INSVLA TlON
TYP A TALL CA TCH BASINS
VtHERt lO.W IS WITHIN ;'
AND A T STORM SEWER CROSSINCS
145 INDICA reo ON PLAN-PROFI'E
DRAI4fNGS
d
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CROSS SECTJQ.ti
NTS
NOTC: .
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UNBALANCfD CROSS CRe
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r '"
PLUGGeD TEE
.-
EXISTING
PA!lCMeNT
JO-DIP
NON-SHRINK
BACKFILL
PA VEMENT PA TCH
NTS
0+50 TO 3+00
S"OIP AT
BLANCHE
t~,R~c,
LINe
AU, W()lll,lt ANO IJ..rrRtALS
STANQARD spcaf'ICA 77GN~
cONsmucnON, _,AWN"
AMERICAN PUBLIC WORKS
~~~~t~GwTt~HF'ACE
=
ALL BLOCKING TO BE CONe
LOCA T10N AND $11E OF Ble
ALL BLOCKING TO BEAR "C,
PA VEMENT PA TCH
NTS
TO BE USED IN AREAS WHICH RECDV!': OVERLA Y
CONCRETE
NTS
," OPEN PA TTCRN, ReTuRN BeNO
=
I. EE.
SA
2. If
SA
1/
0.:
AS
co
J. Bt
'"
4, Bt
B'
PA
~lr,t,{C;I~&lf.. VAL vr
2. BeeHIVC STRAlNCR
CUT npCNINC AS RCQUIRED
a~1fJ'r'::~~~Lt p,'/lt!
2"X:1"X'. Tee
2" 90 BCNO Mrn
CLOSE NIPPLe BErwcEN
BeNO Io.NO Trt
2. CAL VAN/leD IRON
Pipe TO'"
il~~A,'-llrih'J' IRON
~~ft~~rcR"4.
WASH!:!, ORAI1I' PASSING
I'JP"t;JftOf/ a';lf" ON
NOrt:
A~ANO VACUU" RelcAst VAL>t' Asse"Bf,Y SHALL B' INSTAL~O ~ HIGH'ST PIJINT or LINe, "
( . '.:' 1.~".', Ha' p.tOlorN'.,'N,,-UTSO ICNR~ LOCA TION ~CRr ASSCAlDL Y CANNOT B INS ALtClJJ PROVfOI:. ADDtnONAL
. '" I..~/~~ \ In .. ..ArC A HICMPOINT Ar A LOCATION ~CR ASl CMBLT CAN 8e INSTALLeD.
\' ~~ ~ ' COMBINA TION AIR RELEASE:/
~:i,I(,~:;::~~ AIR VACUUM VAL VE: ASSE:MBL Y
l'~~; N~
10
fEO.AIO
PROJ, NO,
~Sl:HDEHQNEER
~V~D~Wr
C!Ii..
Jff(enon Count!
Deportment 01 Public
5'0'''(01\')
~~!~J~'!1JEF~",lIJY
APPROV~ DA It
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.,.,lI::J~]~Yr:i2~_~~ IOj
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I
S"MIN
'"
6-
EXISTING
PAvrM[NT
10- DIP
NON-SHRINK
BACKFILL
PAVEMENT PATCH
NTS
0+50 TO .J+OQ
S-OlPAT _
BLANCHE
:~ER~CE
LINE
MARKING TAPE
6- BELOW SURFACE
PA VEMENT PA TCH
NTS
TO BE USED IN AREAS WHICH RECEIVE o VERLA Y
STRAP Pipe TO VAL vr
IJARK[R POST
,.. OPEN FA T1CRN, RE TuRN BCND
'" BCfHIVC STRAINER _
---
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CROSS WITH SHACKLeD PLUG
HORIZONTAL BEND
IFE
:0.; x ~"
,,~
=
ALL BLOCKING TO BE CONCRETE: CLASS 5 (I ~)
LOCA nON AND SIZE or BLOCKING AS OCTCRMINCO BY THE eNe/NUR
ALL BLOCKING TO BEAR AGAINST UNDISTURBeD NA riVE SOIL
AIR AND VACUUM' VALVE' 2" ASSEMBJ,y
Apeo NO. , 4"C OR CQUAL
CUT OPeNlHG AS ReOUlReD
a~:.rrr'~~t:lJt~/~'? --
'" K'" K'" TCC
r 90 BCND Mf TH
CLose NIPPLe BHwrCN
OEND AND TEe
'" CAt. VAN/leD IRON
PiPe ronT
~~~AILaV"~'cf IRON
~~ft~6A~Rki$"
WASHr;p GRA \In, PASSING
:")~:JMts7flb~r~'Rl,~ ~
~~B~( 1s,,'f1:pS~~~ff. CLAMP
eOUAL TO MueLLeR CO.
Nort:
~~ AIFf AND VACUUM RCLtASC VALY[ AsseUSI. Y SHALl. BE INSTAL~D AT HICHlST POINT or LINe, Ir
/ .. .. '''''. 'p HICU POINT rALLS IN A LOCA rlON WHeFfe ASSCAfBt. r CANNOT B INSTALLrIlJ PROVIDe ADomaNAL
( '" ~L .'~'i"\'" ',r D'PT~I or LINe TO CReATe A HIGH PO/NT AT A LOCATION KHCR ASSCMDLTCAN BE INSTALLeD.
\ ~~ 'i '. COMBINATION AIR RELEASE/
"::~'~':::~" AIR VACUUM VAL VE ASSEMfi.J...Y
t '.....~'7'k- I NTS
fEO.AID
PROJ. NO,
10 ASH
I~M~~SEHD [NGlNEER
~ ~ 10'1
P V DAlt
_lW1.....
"OlO'{OO')
~m~~ONofr~~r,rE~~';JIJY
APPROVAL DAlE
AU WORIt' AND .."'rtRlAL$ TO DC IN ACCOROANCr lltTH CURReNT
S'ANDARD SPEO"CA news fOR ROAD. SRI"" AND ""UN/OPAl.
CON$1RUCflOH, ",ASH/NeTON S'AT[ ()(PARTlJCNT 01' TRAN5PORTArION,
AltIER/CAN PUBLIC ItQliKS ASSOCAnew,
CONCRETE BLOCKING DETAILS
NTS
=
,. BETWCeN THE rOLLOW/NG STA TIONS, THE EX/STING PAV€UeNT HotLI. BE
SAWCUT '2." FROM CENTERLINe AS PART or THe SCHeuDLe A WORK:
"+~O TO '4+7'
'''+,)7.' TO , 7+ 7"
'9+ l' TO 2'+00
2, /f THe EXISTING PAveMCNT BE TWCEN THe ROAD ceNTeRLINe AND THE
SAWCUT IS DAMACCO DURING PIPE INSTALLATION, SAWCUT AND REMOvr
THE DAMAGED PAI/rMeNT AND RePAIR THE DAMAC! USING
D.'. CRAVE'L BAse. O.2~' CRUSHeD SURrACING TOP COURse, AND 0,"'"
ASPHAL T CONCRETe PAVfMENT. THE MATERIAL SHALL BE PLACED AND
COMPACTED IN ACCORDANCE ~TH THE speCIFICATIONS,
J. scnw:eN THE rOLLOVt1NG STA TIONS, THe EXISTING PAVEMCNT IotfLL Be
RCMOvr:O AND REPLAceD AS PART OF' THC SCHeDULe A, waR#<:
J+OO TO .5+~O
'H 1.5 TO "+J1.5
17+7.5 TO ,Q+1!J
4. BeTt\€EN STATIONS 0+"0 ANO 3+00. THE EXISTING PAVEMeNT SHALL
BE SAWCUT AND RCPAIREO IN ACCORDANCE "'TM THE PAVEMENT
PA TCH DETAIL AS PART OF' THE SCHCDULC B \+'ORH'.
CALL 48 HOUR8
8EFORE YOU DICl
1-800-424-8585
~J.rr.'.on Cwnly
"--~o;'m.nt o( Public Wo,h
CHIMACUM ROAD
CCUtlV AOAO PAMe, CJtOll~
"(ff[RSON CootHY, WASH,
SCHEDULE B - WATER LINE DETAILS
)., ., '~I".'"~~,,;(..,,t'.:.lr"
-, ,-'~
~...~.~~~,ai:~_~~..:______.__
- ~ !f~0 !!1l
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LIMIT or LUMP SUM I ~ MJ SU:CYC WITH RESTRAINT
PAYMfNT-\ /
'~. 8" X "-FLANGED ReDUCER
s" fL x PE DIP~~ ,'r, C..." V"'LVE
;... ... '_.'_ .. TAPPING su:eVf
THRUST BlOCK -----.r "-. "'-. \: EXlsnNC ," ...C PIPE. TYP
CONNECTION DETAIL
NTS
STA 3+10, SO'RT
FLEX COUPLING ~.~ EXISTING 6" AC
C PROTeCT [XISTlNG
~- ~-~~-
6" rt. x MJ GATe VALV( 5" DIP
LCN 1H AND rt TTINGS AS
EXISTING6"AC~.. ~. ~REoqo, TO/oJ"'TCHEL. Dr
'--.._,__ ' EXISTING 6" lie
I C
10" X ro")( 6" !..;
MJ )( UJ X Ff. Tee @ 'O.DIP
THRUST BLOex.-1
CONNECTION DETAIL 2
NTS
STA 14+59, 1.'LT
THRUST BLOCK
~~Tf~~,'~YOND P1]On:CT eXIST/NG
r 8 AC PIPE
-. y;. ~__...._J..j 6" AC PIPE UA Y
','.' _....... .C.W;' RE/oJOVEO
. ( I
'- lO'DlP
~f~~c~'b' ~~. -------~. FL K loIJ CAlC VALVE
REDUCING fU 6" DIP
~~';fiO~Ta~OA'IJn'1:f~ ti
rLEX COUPLlNG--........ T ' CXISnNO e: lie
~E)(ISnN06.AC
ro.rL xMJ
ell. TE' VAL ve, ryp
CONNECTION DETAIL .3
NIS 5TA 14+1It1, ,.' LT
AI. H VAL K
,. ansa
-- _._~-'~._._-~
10" rL GAl T~ VAL V('
~ANDBLlNDF'LANGE
Rf:MO\iE SECTION OF 8" AC 8" DIP fL X P
PIPE AFTER '0. DIP IS {li78' MlN LENCfH
DISINFECTED AND TESTED ~
'" fLEX COUPLING
10"'L GATE VALVE' 1-____ ._.. ~ ".:' __ ~~~6~.._'I..J
:-J ~ ,,- .....C...J
lO"DJP WITH 80'MIN ~/ ""---'0" XS"FL
RESTRAINED JOINTS ~ REDUCER
r "'. ::::----- FL x MJ ADAPTOR
---./ i;. i IM'TH RESTRAINT
FL .'( RJ ADAPTOR 10" FlANGED
THRUST BLOCK ..~. BEND
o
o
. ,
PLUG END OF Pipe
~
!ilL-
-I!D._~
-
,
I
)1,,1
.~
'-:;
THRUST BLOC'
$TA 0+46 -
fO" n. C/HE' ..
BLIND FLANGE
THRUST BLOO
STA 20+60, 14' LT
CONNECTION DETAIL 4
NTS
d
1
'0" DIP
NEW S€R\lJCE LlHE
CURB STOP
..:~,O~~;
.. ~~:~~-'
SERVICE LINE
[EXISTING
METER BOX
'T~
..J(
=
r, ~~b~RAW; PL~rt~!.6~1,l~~~CB:~O 9t~'1Ig{,~ca ffk~c~U~~E
AND CONNECT NEW seRVIce Ufo/C, PROVlDC BUSHING AS ReQUIRED
TO MAKE CONNECTION,
P
N
fir
~v:L1'M
~ Jelf~rlon County
~o;tmenIO'PUbI1C VI
DETAIL 5
NTS
DETAIL 6
NTS
STA '8+JO, '4' L T
10
~UgrJ~~'C~E~';fJY
IJ'PAOV~ DATE
\~~~,:;:!. '~i
-
III
-
I
~vr WITH ReSTRAINT
FLANGeD ReDUCER
;AT€ VALVE'
:>/NG SLeeVE:
G 4" AC PIPE, TYP
rIST/Ne 6" AC
'ioreeT eXISTING
. AC PIPe
DIP
~qdHtJNOlIJlJ1~~ trS
'lsTING 6" AC
.OIP
nt/STINO
<
~ MAY
,0
, CA TC VAL'V['
~{'JlJ'1:f~ tl
,. AC
,~
-
--
-~_.
---.-- --
~--
----
o
o
..
"
PLUG [NO OF PIPE ~ ~~r~,f:rJ~t:J~
~fp'1:0~Tr;F,'g:'~l;rJg" AC a-p'P FL x P
DISINFeCTEO AND TfSTCD ~ (L[J8 WIN LCNCfH
"" Flex COUPLING
10" FL CATC VALV!' ~." 20+60
OO"_..~._~ ~~::;:
RE:STRAINED JOiNT"~ I RE:DUCER
r~.", :::::----- FL )( MJ ADAPTOR
~ ~ . VtfTH RESTRAINT
FL x RJ ADAPTOR 10" FLANceD
. THRUST BLOCK 4So BCND
~8-~p~NG~rr~
THRUST BLOCK--......
......... . ~ r CXISnNG 8. AC PIPE
l---- I
_____ 8"FI. GATE VAl\o'('
-.......... 8" X 10" FLANCEO ReDUCER
! ------MJ SLrr~
S1A 0+46
10""1. CATF: V,.4LVE;
BLIND FlANCE
THRUST BLOCK
fOOODIP
10"FI. Tf:E
~ STA 0+50
LIMIT OF LUMP SUM
PA YMENT
CONNECTION DETAIL 7
NTS
CONNECTION DETAIL 4
NTS
STA 20+60. 14' L T
STA 0+46, B' L T
,OOOOfP
New SCR\lJCC LINe
(~:~..",.-, .
LCXISTINC
S-AC
[CXISnNC
CURB STOP . Mf1CR BOX
SEE:~orc r
,--...~
",= =",,,.-j [
"-EXISTING
seRVICE LINe
=
" ~~~WAW; Pl~~~!.;~~,Jf,~~CB:~D e'J~~~51,~llJ g;t~c~IJ~~t
AND CONNeCT NEW seRVICE LINE. PROVloe BUSHING .AS Rcoumco
TO IJAHC CONNEcnON.
PUSH-ON JOINT BOND
NTS
DETAIL 5
/oITS
~
DETAIL 6
/oIrs
STA f8+JO, '4' L T
CALL 48 HOUR8
BEFORE YOU DIG
1-800-424-61585
10 ASH
*vliM-
~ Jelferton County
~O~lmenl or Public WOIk.
SCHEDULE B - WATER LINE DETAILS
CHIMACUM ROAD
CClJNTY ROAO f'ftOollCI CIOlO53
JEffERSON COUNTY, WASN.
CDlaat.'....
'.0"'100')
_VAL OAT(
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROPOSAL
FOR BIDDING PURPOSES
CHIMACUM ROAD, CO. RD. NO. 932507, MP 0.06 TO MP 0.41
COUNTY ROAD PROJECT NO. CR0953
F'EDERAL AID NO. RS-Q161-(002)
ALL FORMS INCLUDED IN THE SEPARATELY ATTACHED PROPOSAL
PACKAGE MUST BE COMPLETED AND SUBMITTED. FAILURE TO DO SO
MAY RESULT IN:
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REJECTION OF THE BID
..i
The forms marked "INFORMATIONAL COPY" are example documents only and
cannot be used to s'l.lbmit a bid for this project.
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Scaled bids will be received In the Jefferson County Commissioners office located on the first floor
of the Jefferson County Courthouse, 1820 Jefferson Street, Port Townsend, Washington, 98368, imlll
10:00 8 m. ,on the date scheduled for opening bids.
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURlHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA 98368
TInS CERTIFIES TIlAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
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CHIMACUM ROAD, CO. RD. PROJECT NO. CR0953, FEDERAL AID NO.
RS-QI61-(002), COUNTY ROAD NO. 932507, IN JEFFERSON COUNTY,
M.P. 0.06 TO M.P. 0.41, STA. 3+00 TO STA. 21+50,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE
WORK E:MBRACED IN TInS IMPROVEMENT, AND THE METHOD BY wmCH
PAYMENT WILL BE MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED
HEREBY PROPOSES TO UNDERTAKE AND COMPLETE THE WORK EMBRACED IN
THIS IMPROVEMr.'NT, OR AS MUCH THEREOF AS CAN BE COMPLETED WIlH THE
MONEY AVAILABLE IN ACCORDANCE WIlH THE SAID PLANS, SPECIFICATIONS
AND CONTRACT; AND THE FOLLOWiNG SCHEDULE OF RATES AND PRICES:
(NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN INK.)
.
......
SCHEDULE A. ROAD IMPROVEMENTS
ITEM PLAN
NO. QUANTITY
ITEM DESCRIPTION
PRICE PER
UNIT
DOLLARS.
TOTAL
AMOUNT
DOLLARS
PREPARATION
Lump sum Mobilization
Lump Sum
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(DECIMAL) IN nIB PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN DID ITEM PRICE,
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NO. QUANTITY UNIT AMOUNT
DOLLARS- DOLLARS
PREPARATION CONTINUED
3 Lump Sum Removal of S1ructures and
Obstructions LwnpSwn .
4 6,000 L.F. Removing Temporary Pavement at . .
Marking per L.F.
GRADING
5 2,363 C.Y. Roadway Excavation Including at . .
Haul per C.Y.
6 116 C.Y. Embankment Compaction at . .
per C.Y.
STORM SEWER
7 12 Each Catch Basin Type 1 at . .
per Each
8 2 Each Adjust Catch Basin at . .
per Each
9 16 Each Catch Basin Type 2 48 In. Diam. at . .
per Each
10 1879 L.F. Testing Storm Sewer Pipe at . .
per L.F.
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('DECIMAL) IN nm PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
W ASHlNOTON ST A TEl SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
STORMSE~RCO~D
II 324L.F. Plain Concrete Storm Sewer Pipe at . .
12 In. Diam. perL.F.
12 1463 L.F. Plain Concrete Storm Sewer Pipe at . .
18 In. Diam. per L.F.
13 92L.F. Plain Concrete Storm Sewer Pipe at . .
24 In. Diam. perL.F.
14 7 Each Connecting To Existing Drainage at . .
Structure per Each
SURFACING
15 3,810 Ton Gravel Base at . .
per Ton
16 1,257 Ton Crushed Surfacing Top Course at . .
per Ton
UQUID ASPHALT
17 5.3 Ton Asphalt.for Tack Coat at .. .
per Ton
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(DECIMAl.> IN THE PIUCE PER UNIT COLUMN SHALL BB INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS" DOLLARS
CEMENT CONCRETE
PAVEMENT
18 536 S.Y. Cement Concrete Approach 3 Day at . .
per S.Y.
-
ASPHALT CONCRETE
PAVEMENT
19 1,240 Ton Asphalt Concrete For Preleveling at . .
Class B per Ton
20 2,840 Ton Asphalt Concrete Pavement at . .
Class B per Ton
21 13 Ton Asphalt Concrete Approach at . .
Class B per Ton
EROSION CONTROL AND
PLANTING
22 0.6 Acre Seeding, Fertilizing, and Mulching at . .
per Acre
23 $1,000.00 Est. Temporary Water Pollution I
Erosion Control Estimated $1,000.00
TRAFFIC
24 2,633 L.F. Cement Concrete Barrier Curb at . .
and Outter perL.F.
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(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE
WASHINGTON STATE SALES "AX 18 TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
TRAFFIC CONTINUED
25 330 L.F. Extruded Cement Concrete Curb at . .
per L.F.
26 248 L.F. MOWltable Asphalt Concrete Curb at . .
per L.F.
27 9,910 L.F. Paint Stripe at . .
per L.F.
28 510 L.F. Plastic Crosswalk Stripe at . .
per L.F.
29 94L.F. Plastic Stop Bar at . .
per L.F.
30 44 Each Flexible Guide Posts at . .
per Each
31 16 Each Plastic Traffic Arrow at . .
per Each
32 0.39 Hund. Raised Pavement Marker Type 1 at . .
per Hund.
33 0.77 Hund. Raised Pavement Marker Type 2 at . .
per Hund.
34 13,000 L.F, Temporary Pavement Marking at . .
per L.P.
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· SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RlOHT OF THE DOT
(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
TRAFFIC CONTINUED
35 Lump Sum Pennanent Signing
Lump Sum .
36 Lump Sum Channelization Devices
Lump Sum .
37 80 Hour Contractor Piloted Traffic Control at . .
per Hour
38 70 Day Traffic Control Supervisor at . .
per Day
39 1,000 Hour Traffic Control Labor at . .
per Hour
40 196 S.F. Construction Signs Class A at . .
per S.F.
OTHER ITEMS
41 1,612 C.Y. Structure Excavation Class B at . .
Inc!. Haul perC.Y.
42 8,592 S.F. Shoring or Extra Excavation at . .
Class B per S.F.
43 149 C.Y. Gravel Backfill For Pipe Bedding at . .
perC.Y.
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(DECIMAL) IN TIm PRICE PER UNlT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE
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NO. QUANTITY UNIT AMOUNT
DOLLARS- DOLLARS
OTHER ITEMS CONTINUED
44 5 I Mgal. Water at . .
per Mgal.
45 0.1 C.Y. Cone. Class 3000 at . .
per C.Y.
46 9 Each Monument Case and Cover at . .
per Each
47 770 S.Y. Cement Concrete Sidewalk at . .
per S.Y.
48 1 Each Remove and Reset Monument, at . .
Case and Cover per Each
49 $1,000.00 Est. Roadside Cleanup
Estimated $1,000.00
50 Lump Sum Trimming and Cleanup
Lump Sum .
51 30S.Y. Cement Concrete Sidewalk End at . .
Ramp per S.Y.
52 80S.Y. Poly Root Barrier at . .
per S.Y.
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(DECIMAL) IN TIlE PRICE PER UNIT COt.UMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
OTHER ITEMS CONTINUED.
53 7C.Y. Ornamental Red Rock at - -
per C.Y.
54 $1 Est. Reimbursement For Third Party
Damages Estimated $1-00
TOTAL -SCHEDULE A
ROAD IMPROVEMENTS $ -
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. SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITIEN 'TO THE RIGHT OF THE DOT
(DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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SCHEDULE B - WATERLINE
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ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL
NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
PREPARATION
] Lump sum Mobilization
Lump Sum .
WATER LINES
2 390 C.Y. Bank Run Gravel For Trench at .
Backfill perC.Y. .
3 3350 S.F. Shoring or EX1ra Excavation at . .
per S.F.
4 I Each Gate Valve 4 In. at . .
per Each
5 2 Each Gate Valve 6 In. at . .
per F.ach
6 I Each Gate Valve 8 In. at . .
per Each
7 8 Each Gate valve] 0 In. at . .
per Each
8 2 Each Comb. Air Release! at . .
Air Vacuum Valve Assembly 2 In. per Each
9 4 Each Hydrant Assembly at . .
per Each
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
WATER LINES CONTINUED
10 I Each Removing Existing Hydr&nt at . II
per Each
11 2 Each Reconnecting Existing Hydrant at . .
per Each
12 19 Each Service Connection I In. Diam. at . .
per Each
13 I Each Service Connection 11/2 In. Diam. at . .
per Each
14 95L.F. Ductile Iron Pipe for Water Main at . .
6 In. Diam. per L.F.
IS 63L.F. Ductile Iron Pipe for Water Main at . .
8 In. Diam. per L.F.
16 1992 L.F. Ductile Iron Pipe for Water Main at . .
10 In. Diam. per L.F.
17 Lump sum Comlcction Detail I Piping .
Lump Sum
18 Lump sum Connection Detail 7 Piping .
Lump Sum
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(DECIMAL) IN TIlE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
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NO. QUANTITY UNIT AMOUNT
DOLLARS. DOLLARS
SURFACING
19 41 Ton Gravel Base at . .
per Ton
20 20 Ton Crushed Surfacing Top Course at . .
per Ton
ASPHALT CONCRETE
PAVEMENT
21 100 Ton Asphalt Concrete Pavement at . .
Class B per Ton
TRAFFIC
22 Lump Sum Channelization Devices
Lump Sum .
23 32 Hour Contrac(or Piloted Traffic Control at . .
per Hour
24 16 Day Traffic Control Supervisor at . .
per Day
25 280 Hour Traffic Control Labor at . .
per Hour
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(DECIMAL) IN '11-IE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE
WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE.
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Certification for Federal.Ald Contracts
The prospective participant certlfle., by algnlng and submitting
this bid or 5llropGNI. to the baat of his OD' her knowledge end
belief, that:
(1) No Federal appropriated funds have been paid or will be paid, by or on
behalf of the undersigned, to any person for influencing or attempting to
influence an officer or employee of any Federal agency, a Member of
. Congress, an officer or employee of Congress, or an employee of a Member
of Congress in connection with the awarding of any Federal contract, the
making of any Federal grant, the making of any Federal loan, the entering
into of any cooperative agreement, and the extension, continuation, renewal,
amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will
be paid to any person for influencing or attempting to Influence an officer or
employee of any Federal agency, a Member of Congress, an officer or
employee of Congress, or an employee of a Member of Congress in
connection with this Federal contract, grant, loan, or cooperative agreement,
the undersigned shall complete and submit Standard Form..LLL, "Disclosure
Form to Report Lobbying," in accordance. with Its Instructions.
This certification is a material representation of fact upon which reliance
was placed when this tran,saction was made or entered into. Sllbmi~~ion...af
this certificalipn Is a orereQuisite for makino or entering iota thi~ lransactiQO
imposed by Section 1352, Title 31, U.S. Code. Any person who falls to file
the required certification shall be subject to a civil penalty of not less than
$10,000 and not more than $100,000 for each such failure.
!
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The prospeqtive partlclosnt also agraes by sllbmittino his or her bid or
mooossl that he or she shall require thaI the IsnQIJage of this certif{pation be
included In all lower tier subcon.trac1L.which exceed $100,000 and that all
such subreclpients shall certify and disclose accordingly.
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the re1ained percentage of this contract held in a fund by the Owner until
(30) days following final acceptance of the work.
Date
Signed
B. I hereby elect to have the Owner deposit the retained percentage of this contract in an interest
bearing account, not subject to withdrawal until after final acceptance of the work.
Date
Signed
C. I hereby elect to have the Owner invest the retained percentage of this contract from time to time
as such retained percentage accrues.
I hereby designate
escrow of said funds.
as the repository for the
I hereby further agree to be fully responsible for payment of all costs or fees incurred as a result of
placing said retained percenlage in escrow and investing it as authorized by statute. The Owner shall
not be liable in any way for any costs or fees in connection therewith.
,
......
Date
'-'
The bidder is hereby advised that by signature of this proposal he/she is deemed to have
acknowledged all requirements and signed all certificates contained herein.
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NON.cOLLUSION DECLARATION
'1, by signing the proposal, hereby declare. under penalty of
perjury under the laws of the United States that the following
statements are true and correct:
1. That the undersigned person(s). firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in c~mnection with the project for which this
proposal is submitted.
2. That by slonlng Ihe signature page of this proposal, I .m
deemed to have signed Ilnd have agreed to the provisions
of this declaration.
NOTICE TO ALL BIDDERS
To report bid rigging activities call:
'",
1-800-424-9071
The U.S. Department of Transportation (USDOT) operates the above toll-free
'hotline' Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone
with knowledge of possible bid rigging, bidder collusion, or other fraudulent
activities should use the 'hotline' to report such activities.
\......
The 'hotline' Is part of USDOT's continuing effort to Identify and Investigate
highway construction contract fraud and abuse and Is operated under the
direction of the USDOT Inspector General. All Information will be treated
confidentially and caller anonymIty will be respected.
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PROPOSAL - CONTINUED
A proposal guaranty in an amount offive percent (5%) of the total bid, based upon the approximated
estimate of quantities at the above prices and in the fOIl1l as indicated below, is attached hereto:
CASH
IN TIlE AMOUNT OF
CERTIFIED CHECK
($
) PAYABLE TO TIlE COUNTY TREASURER
PROPOSAL BOND
IN TIlE AMOUNT OF 5% OF TIffi BID
.Receipt is hereby acknowledged of addendum(s) noes) -'_ &_
SIGNATURE OF AUTHORIZED OFFICIAL(S)
FIRM NAME
(ADDRESS)
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STATE
NUMBER
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WASHINGTON
CONTRACTOR'S
LICENSE
FEDERAL
ID NO. I--!--'_I--!--!--!-L-I--!
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Note: (I) This proposal is not transferable and any alteration of the firm's name entered hereon
without prior permission from the County Commissioners will be cause for considering
the proposal irregular and subsequent rejection of the bid.
(2) Please refer to Section 1-02.6 of the Standard Specifications, re: "Preparation of
Proposal," or "Article 4" of the Instructions to Bidders of building construction jobs.
(3) Should it be necessary to modify this proposal either in writing or by electronic means,
please make reference to the following proposal number in your
communication
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ENCLOSED PROPOSAL BOND
FORM WITH YOUR PROPOSAL.
USE OF OTHER
FORMS MAY SUBJECT
YOUR BID TO REJECTION.
NOTE: Use of other forms may limit the bond below an amount
equal to five percent of the bid total.
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PROPOSAL BOND
KNOWN ALL MEN BY THESE PRESENTS, That we,
of
as principal, and the
a corporation duly organized under the laws of the state of . and
authorized to do business in the State of Washington, as surety, are held and finnly bound unto the
State of Washington in the full and perlal sum of five (5) percent of the total amount of the bid
proposal of said principal for the work hereinafter described, for the payment of which, well and truly
to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns,
finnly by these presents.
The condition of this bond is such, that whereas the principal herein is herewith submitting his
or its sealed proposal for the following highway construction, to wit:
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, lethe said proposal bid by said principal be accepted, and the contract
be awarded to said principal, and if said principal shall duly make and enter into and execute said
contract and shall furnish bond as required by the Department of Transportation within a period of
twenty (20) clays from and after said award, exclusive of 1he day of such award, 1hen this obligation
shall be null and void, otherwise it shall remain and be in full force and effect.
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IN TESTIMONY WHEREOF, The principal and surety have caused these presents to be
signed and sealed this day of . 1995.
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(Principal)
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(Sun:ty)
(Attorney.in.fact)
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Dlsedventaged Buslne.. Enterprise
Utilization Certification
To be aligble for .......d of tlli. contract the blddar mUlluaclAa w .WIn', .. . part of hlllhal proposal, the foIowlng certlf',caUon
..rating to Diaaclv.nt-Vad Bualneall ErltarpriM raqulre__ Thit cert'lcaIlon Ihall be dHrnad . pari of the nmAtlng contflld. Fallur.
to CDmplata .nd aubm' tllia -ufocatlon or the inclusion at. ..... certl'ocaIilIn slid be conalderad .. avld8noa thai the pI'llpOUr II
unNsponaivalo the Invllatlon to bid. InIonillJUon 0/1."."",.... ,. ...~ tam ClIIlIW8~ p~ (2t1I) 711:He'1
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Disaclvantagacl Bumooa ElllarprIae(.) CIa hllcatad: (I-.ay, _ addllIonaI ~).
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Subcontractor List
To be Submitted with the Bid Proposal
Subcontractor Name
Categories of Work
Subcontractor Name
Categories of Work
Subcontlactor Name
Categories 01 Work
Subcontractor Name
Categmles of Work
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Categories 01 Work
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Subcontractor List
"""'fW1 In t:Ompll.~ wlrh eMpIe' 318 Laws of r993
To be Submitted with the Bid Proposa'
Project Name
Subcontractors that are proposed to perform categories 01 work exceeding 10 percent of the contract
price roost be listed below. The categories of work ere to be listed below the subcontractor's name. If no
subcontractor fits this criteria. enter "none proposed."
Subcontractor Name
Categories of Work
Subcontractor Name
Categories of Work.
Subcontractor Name
Categories of Work
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Categories of Work
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Categories of Work
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CONTRACf
JEFFERSON COUNTY. WASHINGTON
TInS AG}U:EMENT, made and entered into this _ day of .1995,
between the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and
the Director of Public Works under and by virtue of Title 36, RCW, as amended and
of hereinafter called
the Contractor.
WIlNESSETII:
That in consideration of the terms and conditions contained herein and attached and made a
part of this agreement, the parties hereto covenant and agree as follows:
I. The Contractor agrees to furnish all materials and do certain work, to wit: That the said
contrac(or herein will undertake and complete the following described work:
Chimacum Road Improvements CR0953 M P. 0 06 to M.P. 041
in accordance with and as described in the attached plans and specifications and the Standard
Specifications of the Washington Department of Transportation which me by this reference
incorporated herein and made a part hereof and shall perfonn any alteration in or addition to the work
provided in this contract and every part thereof.
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The Contractor shall provide and be at the expense of all equipment, work and labor of any sort
whatsoever that may be required for transfer of materials and for constructing and completing the
work provided for in this contract and every part thereof, except such as are mentioned in the
specifications 10 be furnished by the County of Jefferson.
II. The County of Jefferson hereby promises and agrees with the Contractor to employ, and
does employ the Contractor to timtish the goods and equipment described and to furnish the same
according to the attached specifications and the tenns and conditions herein contained, and hereby
contracts to pay for the same according to the attached specifications and the schedule of unit or
itemized prices hereto attached, at the time and in the manner and upon the condition provided for in
this contract. The County further agrees to employ the Contractor to perfonn any alterations in or
additions to the work provided for in this contract that may be ordered and to pay for the same under
the tenns of this contract and the attached specifications.
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Chlmacum Road ImprOVllments
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III. The Contractor for himself, and for his heirs, executors, adminis1rators, successors, and
assigns, does hereby agree to the full performance of all the covenants herein contained upon the part
of the Contractor.
IV. It is further provided that no liability shal1 attach to the COWlty by reason of entering into
this contract except as expressly provided herein.
IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year
first below written, and the Board of COmity Commissioners has caused this ins1rument to be
executed by and in the name of said Comity of Jefferson the day and year first above written.
Executed by the Contractor
Foregoing Contract
Approved and Ratified
.1995.
.1995
Contractor
By:
Surety
By:
Attorney.in.fact
SEAL
COUNTY OF JEFFERSON
BOARD OF COMMISSIONERS
,
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Chainnan
Member
Member
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ATI'EST:
Approved as to fonn this_
day of .1995.
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Prosecuting Attorney
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CONTRACfBOND
JEFFERSON COUNTY, WASInNGTON
KNOW ALL MEN BY lHESE PRESENTS:
That
.of
as Principal, and
. as Surety, are jointly and severally held and
bound unto the COUNTY OF JEFFERSON, the penal sum of
Dollars ($
), for the payment of which we jointly and severally bind ourselves, or heirs,
executors, administrators, and assigns, and successors and assigns, fumly by these presents.
The condition of this bond is such that WHEREAS, on the _ day of -' A.D., 1995,
the said
. Principal herein, executed a certain contract with the County of
Jefferson, by the tenns, conditions and provisions of which contract the said
. Principal herewith, agrees to furnish all materials and do certain
work, to-wit: That the said Principal herein will undertake and complete the following described
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work:
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in Jefferson County, Washington, as per maps, plans and specifications made a part of said contract,
which contract as so executed, is hereunto attached, and is now referred to and by this reference is
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incorporated herein and made a part hereof as full for all purposes as ifhere set forth at length.
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NOW THEREFORE, if1he Principal herein shall faithfully and truly observe and comply wi1h
1he terms, conditions and provisions of said contract, in all respects and shall well and truly and fully
do and perform all matters and things by 1he said Principal undertaken to be performed under said
contract, upon 1he tenns proposed 1herein, and within the time prescribed therein, and until1he same
is accepted, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons
who shall supply such contractor or subcontractor wi1h provisions and supplies for the carrying on of
such woile, and shall in all respects faithfully perform said contract according to law, 1hen this
obligation to be void, o1herwise to remain in full force and effect.
WIlNESS our hands this _ day of
.1995.
PRINCIPAL
SURETY COMPANY
By:
By:
By:
Attorney-in-fact
APPROVED AS TO FORM 1his
_day of .1995.
Address of local office and agent
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CR 0953
Chimacum Road
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Mount Varnon, WA 98273
(208)42e.3822' FAX ~28.:J671
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PORT TOWNSEi'lD. WA. 98368
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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July 2, J.99J.
Gary A. Rowe, P. E., Director
Robert G. Nesbitt, P.E., County Engineer
Walter C. Jensen
P.O. Box 33J.
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 153, Parcel Number 901024104
Dear Mr. Jensen:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is +ikely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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The Public Works Department will be contacting you
future to arrange a meeting to discuss the project.
time if you have any questions or comments, do not
contact me or Bruce Laurie of this office.
in the near
In the mean
hesitate to
Sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
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enc: Vicinity Map
Project Scopo
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CHIMACUM ROAD IMPROVEMENT
CRO 953
PROJECT SCOPE
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LXMXTS: M.P. O.OS to M.P. 0.35, on the chimacum Rd., Rd. No.
932507, from the Old Hadlock Road, Rd. No. 527109, Intersection
(North) to Church Lane, Rd. No. 528209, Intersection.
DESCRXPTXON OF PROPOSED IMPROVEMENT: This 3R project will widen and
provide pedestrian facilities for this portion of the Chimacum Rd.
Also to be improved is the poor drainage of this section of road
and the conflicts of left turns on and off the roadway from the
adjacent businesses. The improvements will be accomplished by
utilizing the same typical section as that of the Hadlock
Intersection Improvement, CR0582, and by extending the drainage
system constructed under CR0582.
DESXGN CONSXDERATJ:ONS: The typical section that is to be used
matches that of CR05S2, (Roadway section.B of the "As Built Plans")
being 40 feet curb face to curb face, with 5 foot sidewalk width
from top of curb to back edge of the sidewalk. This section will
accommodate two through traffic lanes and two-way left turn lane,
with openings in the lane markings for County Road approaches at
Old Hadlock Rd., Lawn st., Rd. No. 528809, and Blanche Ave, Rd. No.
531609. The structural Section to be utilized shall be the same as
shown on Roadway Section B of the As Built Plans, except for the
overlay depth of the portion of the existing pavement shall be
determined by utilizing Road Rater data. Curb, Gutter, and Sidewalk
will stop at the northerly side of Morrissey Ave., Rd. No. 528609,
on the right and at the nox.therly side of Church Ln., Rd. No.
52S209, on the left, with the two way left turn lane tapering out
between Blanche and Morrissey. Intersection improvements to the
listed County roads shall be minimal because this project does not
include in its' scope the ultimate location of these roads, and/or
the traffic volume of these roads is relatively low (see attached) .
The drainage system tol>.constructed shall be connected to the
existing system completed under CR05S2 and shall meet the
specifications for storm Sewers. Providing for drainage of the
adjacent parking lots is also to be included. in the design.
RIGHT OF WAY CONSIDERATIONS: No right of way acquisition is
anticipated for this project.
PUNDING: This project is funded by Local County Road Funds and
Rural Arterial Program Funds. See attached budget worksheet and
R.A.P. prospectus for additional information.
Submitted:
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~projects Manager
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County Engineer
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Gary A. owe, P.E.
Direotor of Publio Works
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P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P:E.. Direclor
Robert G. Nesbitt. P:E.. County Engineer
May 20, J.993
Kenneth E. Livingston
7J. Windship Drive
Port Townsend, WA 98368-9445
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q16J.(002).
Dear Mr. Livingston:
As we discussed on the telephone this afternoon, enclosed please
find a copy of the original letter that was sent out to impacted
owners.
However, the project has been extended to include a left turn lane
in front of the Hadlock county shop and the turn lane transition
taper will be located adjacent to your property. Construction
limits for the project are anticipated to remain within the current
right of way fronting your property.
Jefferson County desires to keep neighboring owners aware of the
project. If you have any questions or comments, do not hesitate
to contact me.
SincerelYr ~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E.. County Engineer
May 18, 1993
Seattle First National Bank
Properties Operations
P.O. Box 34033, HOB 16
seattle, WA 98124-10333
Re: Ch imacum Road Improvement - CR095 3, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 57, Parcel Number 901024035
Dear Property Owner:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the elCisting highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and elCtending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of' the alignment
plan. currently Jefferson County' is continu~ng with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSON'COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
May 18, 1993
Charles E. Russell
1460 East Marrowstone Road
Nordland, WA 98358
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to stat+on 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Tax 42, Parcel Number 901024020
Dear Mr. Russell:
As a follow up for our previo~s letter concerning the Chimacum Road
Improvement, this letter 1S to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
o
.
Enclosed, please find a preliminary ilrustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
JEFFERSON(~OUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe. PE., Director
Robert G. Nesblll, PE., County Engineer
May 18, 1993
Scott W. smith and Mary K. smith
P.O. Box 445
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, Station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 74 (N'ly 80'), Parcel Number 901024051
Dear Mr. and Mrs. Smith:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road lmprovement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. plans are being developed for the channelization
of impacted intersections and design requirements 'for relocating
of the Old Hadlock Road intersection.
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.
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information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSONCtOUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
May 18, 1993
Wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Tax 74 (S 52'), Parcel Number 901024052
I
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Dear Mr. Rutter:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find'a'preliminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right 'of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the pUblic needs.
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1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385,9160
\
Gary A Rowe, RE., Director
Robert G, Nesbitt, P.E.. County Engineer
May 18, 1993
Port Townsend Realty, Inc.
P.O. Box 911
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Tax 64, Parcel Number 901024039
o
Dear property Owner:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, 'please find a prel'iminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe, P.E., Director
Robert G, Nesbitt, PE.. County Engineer
May 18, 1993
Norman K. Howard and Kathy A Howard
590 Flagler Road
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Tax 65, Parcel Number 901024040
Dear Mr. and Mrs. Howard:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 385-9160
JEFFERSON( COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, PE., Director
Robert G, Nesbitt, P.E" County Engineer
May 18, 1993
Gregory Boeitker and Trudy Boeitker
430 North Bay Way
Port Ludlow, WA 98365
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Tax 66, Parcel Number, 901024041
Dear Mr. and Mrs. Boeitker:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of '~ay and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe, P.E., Dlfecror
Roberr G, Nesbitt, P.E.. County Engineer
May 18, 1993
Howard s. Delp
P.O. Box 113
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 70, Parcel Number 901024046, and Tax 72, Parcel Number
901024046
Dear Mr. Delp:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the pUblic needs.
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1820 Jefferson Street
Po. Box 1220
Port Townsend, WA 98368
(206) 385-9160
JEFFERSON(COUNTY
DEPARTMENT OF. PUBLIC WORKS
\
Gary A Rowe, PE., Director
Robert G, Nesbitt, PE., County Engineer
MaY,18, 1993
Robert E. Murray and Ardella F. Murray
628 Gise street
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, Station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Tax 69, Parcel Number 901024045, Tax 73 (n'ly 50') Parcel
Number 901024050, and Tax 73 (Less N'ly 50') Parcel Number
901024049
.
Dear Mr. and Mrs. Murray:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concr.ete
pavement. .
Enclosed, please find a preliminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to 'provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
.
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe, P.E., Director
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
Joseph P. Surace Jr.
2414 NW Blue Ridge Drive
Seattle, WA 98177
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 85, Parcel Number 901024060
Dear Mr. Surace:
As a follow up for our previo~s letter concerning the Chimacum Road
Improvement, this letter 1S to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, t,,,o way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side'
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration' of the ali,gnment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for'the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
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information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E" Dlfector
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
Marie Amerson
2034 West Valley Rd.
Chimacum, WA 98325
Re: Chimacum Road Improvement - CR0953, county Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Tax 153, Parcel Number 901024104
Dear Ms. Amerson:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
<near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Curr.ently Jefferson County i~ continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and incroase our knowledge of field conditions to gain
insight into the public needs.
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Po. Box 1220
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(206) 385-9160
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JEFFERSONCCOUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A Rowe, P. E., Director
Robert G, Nesbitt. P.E" County Engineer
May 18, 1993
Douglas Joyce and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, Station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 54, Parcel Number 901024032
.
Dear Mr. and Mrs. Joyce:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing high~lay segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSON'COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98366
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
Clarence F. Sayer
P.O. Box 844
Hadlock, Wa 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 98 (with Ptn. Vac. str's.), Parcel Number 901024072, and
Lot 1, Block 1 (SE'ly of Co. Rd.), Morrissey's Addition,
Parcel Number 973500101
Dear Mr. Sayer:
As a follow up for our previous letter concerning theChimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement. '
Enclosed, please find a preliminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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PO, Box 1220
Port Townsend, WA 98368
(206) 385.9160
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Gary A. Rowe, P.E" Director
Robert G, Nesbitt, PE., County Engineer
May 18, 1993
community united Methodist Church
P.o. BOlC 240
Port Hadlock, Wa 98339-0240
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
TalC 68, Parcel Number 901111018
Dear Dear Sir:
o
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
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plan. Currently Jefferson county is continuing with the
preparation of, right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
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1820 Jefferson Street
Po. Box 1220
Port Townsend, WA 98368
(206) 385.9160
JEFFERSON( ~OUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A Rowe, P.E.. Director
Robert G, Nesbitt. P.E.. County Engineer
May 18, 1993
Time oil company
P.O. Box 24447
Term. Annex.
Seattle, Wa 98124
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, Station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 86, Parcel Number 901024061
Dear Property Owner:
As a follow up for our previous letter concerning the Chima cum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement proj ect provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity. '
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way J.eft turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavemen:j:.
Enclosed, please find a preliminary illustration of the alignment
plan.' Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of tbe Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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PO, Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A Rowe, P.E., Director
Robert G, Nesbitt, PE" County Engineer
May 18, 1993
William D. Breitweg
P.O. Box 22
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to Station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 141, Parcel Number 901024101 ,
o
Dear Mr. Breitweg:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to infor.m you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane <near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
'Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with tho opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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Po. Box 1220
Port Townsend, WA 98368
(206) 385-9160
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Gary A Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
May 18, 1993
Michael Rodriques and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Tax 62, Parcel Number 901024003
Dear property Owners:
As a follow up for our previo~s letter concerning the Chimacum Road
Improvement, this letter 1S to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane <near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two'lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would Hke to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs. '
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1820 Jefferson Street
P'Q, Box 1220
Port Townsend, WA 98368
(206) 385.9160
JEFFERSON( COUNTY
DEPARTMENT OF PUBLIC WORKS
\
Gary A Rowe, P.E" Dffector
Robert G, Nesbitl, P.E.. County Engineer
May 18, 1993
Michael D. Orth
P.O. Box 387
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, county Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Lot 4, Wiedman Short Plat, Parcel Number, 901024096
Dear Mr. Orth:
As a follow up for our previo~s letter concerning the Chimacum Road
Improvement, this letter 19 to inform you of the project
development status. The chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
<near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
.
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E" Director
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
David O. Schores and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, county Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Lot 3, Wiedman Short Plat, Parcel Number 901024099
Dear Mr. and Mrs. Schores:
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As a follow up for our previous letter concerning the Chimacurn Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane <near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the ohannelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunj,ty to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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JEFFERSON COUNTY
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1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385.9160
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Gary A Rowe, P.E.. Director
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
Laura J. Weidman
P.o. Box 158
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Lot 2, Wiedman Short Plat, Parcel Number 901024095
Dear Mr. Weidman:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of'the alignment
plan. Currently Jefferson County is continu~ng with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, PE., County Engineer
May 18, 1993
John wiedman and Demetrius Katsikapes
P.O. Box 205
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Lot 2, Cotton Long Plat, Parcel Number 945400002
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Dear Property Owners:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt .concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. currently Jefferson County is, continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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1820 Jefferson Street
PO_ Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, PE. County Engineer
May 18, 1993
Demetrius Katsikapes
P.O. Box 128
Pt. Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002) .
Lot 1, Cotton Long Plat, Parcel Number 945400001
Dear Mr. Katsikapes:
o
As a follow up for our previo~s letter concerning the Chimacum Road
Improvement, this letter ~s to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on, the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
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Enclosed, please find a preliminary illustration of the alignment
plan. currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 385.9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A Rowe, P.E., Director
Robert G, Nesbitt, P.E., County Engineer
May 18, 1993
William G. & Linda M. Sleasman and W.L. & D.M. Ferris
2252 Page Road
Port Angeles, WA 98362
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Lots 2 & 3 (less R/W), Parcel Number 973500103, Lots 4 & 5,
Parcel Number 973500104, Lots 26 thru 29 & Vac. ptn street,
Parcel Number 973500116, Lot 3 (less R/W & Less Ptn. N. of
Rd.), Parcel Number 973500115, all of Morrissey's Addition
Block 1
Dear Property Owners:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of, road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find' a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
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information, do not hesitate to contact me at 385-9167.
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1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-9160
(
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. P.E" Director ,
Robert G, Nesbitt, P.E.. County Engineer
May 18, 1993
Margaret F. Vines
380 Bayshore Drive
Port Ludlow, WA 98365
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, Station 3+00.00 to station 21+50.00,
Federal Aid project Number RS-Q161(002).
Lot 1, Less R/W & SE'ly of Co. Rd., Morrissey's Addition Block
1, Parcel Number 973500101
Dear Mrs. vines:
As a follow up for our previous letter concerning the Chimacurn Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity. '
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in 'each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement. .
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson County is continuing with the
preparation of right of way and construction plans fcr improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the pUblic needs.
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P.O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A Rowe, P.E" Director
Robert G, Nesbitt, PE., County Engineer
May 18, 1993
Donald A. Corbett and Myrna A. Corbett
4317 N.E., 55th
seattle, WA 98105-2232
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Lot 1, Lopeman Short Plat, Parcel Number 901111014
Dear Mr. and Mrs. Corbett:
.
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the projeot
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and ~idewaiks, from Hadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavemen~.
Enclosed, please find a preliminary illustration of the alignment
plan. ' Currently Jefferson County is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E" D/fector
Robert G, Nesbitt, PE.. County Engineer
May 18, 1993
Kenneth E. Livingston
71 Windship Drive
Port Townsend, WA 98368-9445
Re: Chimacum Road Improvement - CR0953, County Road Number 932507,
M.P. 0.06 to M.P. 0.41, station 3+00.00 to station 21+50.00,
Federal Aid Project Number RS-Q161(002).
Lot 2, Lopeman Short Plat, Parcel Number 901111015
Dear Mr Livingston:
As a follow up for our previous letter concerning the Chimacum Road
Improvement, this letter is to inform you of the project
development status. The Chimacum Road Improvement project provides
for enhancing the existing highway segment from Old Hadlock Road,
(near the Hadlock intersection) to Church Lane (near the county
shop) vicinity.
The roadway will be improved by widening and paving on essentially
the same alignment, providing two lanes in each direction with a
continuous, center, two way left turn lane and extending the
underground storm drainage facilities. Construction will include
curb, gutter, and sidewalks, from ijadlock intersection to Blanche
Ave. on the West side of road, and to Church Lane on the East side
of road. The roadway will be surfaced with asphalt concrete
pavement.
Enclosed, please find a preliminary illustration of the alignment
plan. Currently Jefferson county is continuing with the
preparation of right of way and construction plans for improvements
to the roadways. Plans are being developed for the channelization
of impacted intersections and design requirements for relocating
of the Old Hadlock Road intersection.
Again, we would like to provide you with the opportunity to present
information and increase our knowledge of field conditions to gain
insight into the public needs.
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P,O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
GBIY A, Rowe, P,E" Director
Robert G, Nesblll, P,E" County Engineer
November 20, 1991
Marie Amerson
2034 West Valley Rd.
Chimacum, WA 98325
Re: Chimac:um Road Improvement - CR0953, Federal Aid. Project Number
RS-Q161(002). Tax 153, Parcel Number 901024104
Dear Ms. Amerson:
Enclosed you will find information that was mailed to the previous
owner of the above referenced property and a letter currently being
mailed to all adjacent property owners of the above referenced Road
Project, notifying you of a public meeting to discuss the planned
improvements.
Public Works is forwarding the information previously sent to
ensure that you have the material that was given the previous
owner.
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P,E" Dlreclor
Roberl G, Nesbltl, P,E" County Engineer
November 21, 1991
Marie Amerson
2034 West Valley Rd.
Chimacum, WA 98325
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 153, Parcel Number 901024104
Dear Ms. Amerson:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into pUblic needs that the project must address and impacts
it is likely to have. To help us accolnplish this, Public Works has
scheduled s pUblio meeting for Tues4ay evening, Deoember 10, 1991,
at 7100 PM, at the Tri-Ar'ea Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection>. We will' be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206)385-9160
November 21, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
Marie Amerson
2034 West Valley Rd.
Chimacum, WA 98325
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 153, Parcel Number 901024104
Dear Ms. Amerson:
The Department of Public works is currently preparing plans for
improving chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey creWD you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order ~o complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain il)sight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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SincereI.y,
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Road ptrojects Manager
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe. P.E., Director
Robert G, Nesbitt, P.E,. County Engineer
November 21, 1991
Margaret F. Vines
380 Bayshore Drive
Port Ludlow, WA 98365
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Lot 1, Less R/W & SE'ly of Co. Rd., Morrissey's
Addition Block 1, Parcel Number 973500101
Dear Mrs. Vines:
As you were informed by our July letter, the Department of Public.
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meeting for Tues4ay evening, December 10, 1991,
at 7100 PH, at the Tri-Area Community Cantor, (located in the
northwest corner of the Rhody Drive and West Valley Road
Interseotion>. We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P.E" County Engineer
November 21, 1991
William G. & Linda M. Sleasman 'and W.L. & D.M. Ferris
2252 Page Road
Port Angeles, WA 98362
Res Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lots 2 & 3 (less R/W), Parcel Number 973500103,
Lots 4 & 5, Parcel Number 973500104, Lots 26 thru 29 & Vac.
Ptn Street, Parcel Number 973500116, Lot 3 (less R/W & Less
Ptn. N. of Rd;), Parcel Number 973500115, all of Morrissey's
Addition Block 1
Dear Property Owners:
As you were informed by our July letter, the Department of ,Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane..
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a publio meeting for Tuesday evening, December 10, 1991,
at: 7:00 PH, at the Tri-Area c01lll'4unity Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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Road Projects Manager
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
November 20, 1991
William G. & Linda M. Sleasman and W.L. & D.M., Ferris
2252 Page Road
Port Angeles, WA 98362
Re:' Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lots 2 & 3 (less R/W), Parcel Number 973500103,
Lots 4 & ,5, Parcel Number 973500104, Lots 26 thru 29 & Vac.
ptn Street, Parcel Number 973500116, Lot 3 (less R/W & Less
Ptn. N. of Rd.), Parcel Number 973500115, all of Morrissey's
Addition Block 1
Dear Property OWners:
Enclosed you will find information that was mailed to the previous
owner of the above referenced property and a letter currently being
mailed to all adjacent property owners of the above referenced Road
Project, notifying you of a public meeting to discuss the planned
improvements.
Public Works is forwarding the information previously sent to
ensure that you have the material that was given the previous
owner.
'.....
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If you have any questions or comments, do not hesitate to contact
me.
Sincerely,
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Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
November 21, 1991
Gary A. Rowe, P,E,. Director
Robert G. Nesbitt, P.E,. County Engineer
William G. & Linda M. Sleasman and W.L. & D.M. Ferris
2252 Page Road
Port Angeles, WA 98362
Re: Chimacum Road Improvement - CR0953', Federal Aid Project Number
RS-Q161(002). Lots 2 & 3 (less R/W) , Parcel Number 973500103,
Lots 4 & 5, Parce1 Number 973500104, Lots 26 thru 29 & Vac.
Ptn street, Parce1 Number 973500116, Lot 3 (less R/W & Less
Ptn. N. of Rd.), Parcel Number 973500115, all of Morrissey's
Addition Block 1
Dear Property Owners:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sidea,
which will incorporate cross walks and whee1 chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federa1 funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect sate
and efficient movement of traffic, and detormine the best location
and widths of driveways servicing your property.
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time if you have any questions or cOII'.ments, do not
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sincereJ.y,
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1820 Jefferson Street
P.Q, Box 1220
Port Townsend, WA 98368
(206) 385-9160
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Gary A. Rowe, P.E., Director
Robert G, He.bill, P,E" County Engineer
November 21, 1991
Michael D. Orth
P.o. Box 387
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 4, Wiedman Short Plat, Parcel Number
901024096
Dear Mr. Orth:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a pUblic meeting for Tues~ay evening, December 10, 1001,
at 7:00 PM, at the Tri-Area Community Center, (located in the
nor~hwest corner of the Rhody Drive and West Valley Road
Intersection> . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
'.....
.
sincerely,
~a~~
Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jallarson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gsry A, Rows, P,E" Dlrsctor
Robsr, G, Nssbltt. P,E" County Englnssr
November 21, 1991
David o. Schores and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 3, Wiedman Short Plat, Parcel Number
901024099
Dear Mr.' and Mrs. Schores:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a publio meetinq for Tuesday evening, Deoember 10, 1991,
at 7aOO PM, at the Tri-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
'......
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Road Projects Manager
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E" Director
Robert G, He.blll, P,E,. County Engineer
November 21, 1991
Laura J. Weidman
P.o. Box 158
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002) . Lot 2, Wiedman Short Plat, Parcel Number
901024095
Dear Mr. Weidman:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a publio meeting for Tues4ay evening, December 10, 1991,
at 7:00 PM, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A, Rowe, P.E., Director
Robert G, Nesbttt, P,E" County Engineer
November 21, 1991
John Wiedman and Demetrius Katsikapes
P.O. Box 205
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 2, Cotton Long Plat, Parcel Number
945400002
Dear Property Owners:
As you were informed by our July letter, the Department of Public
works is currently- preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled a public moeting for Tuesday evening, December 10, 1991,
at 7100 PH, at the Tri-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvemersts.
If you have any questions or comments, do not hesitate to contact
me.
!
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Si..ncerelY,p
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DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Sfreet
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gery A. Rowe, P,E.. Director
Robert G, Nesbitt, P,E,. County Engineer
November 21, 1991
Demetrius Ratsikapes
P.O. Box 128
Pt. Hadlock, WA 98339
Lot 1, Cotton Long Plat, Parcel Number 945400001
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161 (002). Mr. Ratsil;apes
Dear
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase o~r knowledge of field conditions to qatn
insight into public needs tha~ the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a publio moetinq for Tuesday evening, December 10, 19'1,
at 7:00 PM, at the '1'ri-Area community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
Sincerely,
~e--
Road Projects Manager
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
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Gsry A. Rowe, P.E" Director
Robe,t G, Nesbitt, P,E" County Engineer
November 21, 1991
Joseph P. Surace Jr.
2414 NW Blue Ridge Drive
Seattle, WA 98177
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 85, Parcel Number 901024060
Dear Mr. Surace:
As you were informed by our July letter, the Department of Public
works is currently pr~paring plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into pUblic needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meeting for Tuesday evening, December 10, 1991,
at 7aOO PM, at the 'l'ri-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
'.....
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Road Projocts Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robe't G, Nesbitt, P,E" County Englnee'
November 21, 1991
Douglas Joyce and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Tax 54, Parcel Number 901024032
Dear Mr. and Mrs. Joyce:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the ,project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled, a publio meeting for Tuesday evening, Deoember 10, 1991,
at 7:00 PH, at the Tri-Area CODllllunU:y center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me,
,
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Road Projects Manager
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DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E" Director
Rob",t G, N".bltt, P,E" County Engln"",
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
November 21, 1991
Clarence F. Sayer
P.O. Box 844
Hadlock, Wa 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid ,Project Number
RS-Q161(002). Tax 98 (with Ptn. Vac. str's.), Parcel Number
901024072, and Lot 1, Block 1 (SE'ly of Co. Rd.), Morrissey's
Addition, Parcel Number 973500101
Dear Mr. Sayer:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity' to present
information or increase our knowledge of field conditi,ons to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meeting for Tuesday evening, December 10, 1"1,
at 7&00 PM, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Orive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
'.....
\.......
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4~~
Road Projects Manager
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1820 Jefferson Street
P,O, Box 1220
Port Townsend. WA 98368
(206) 385-9160
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GBIY A. Rowe, P,E" Director
Rober' G. Nesbitt, P.E., County Engineer
November 21, 1991
Time oil Company
F.O. Box 24447
Term. Annex.
Seattle, Wa 98124,
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 86, Parcel Number 901024061
Dear Property Owner:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of. field conditions to gain
insight into pUblic needs that the project must address and impacts
it is likely to have. To help us accomplish this, PUblic Works has
scheduled a public meeting for Tuesday evening, Docember 10, 1991,
at 7100 PH, at the Tri-Area Community Center, (located in the
northwest corner of the Rhody -Drive and West Valley Road
Intersection>. We will be reviewing" the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
'.....
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Sincerely,
i.
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Road Projects Manager
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P,E" Director
Robert G. Nesbitt, P.E., County Engineer
November 21, 1991
I
William D. Breitweg
P.O. Box 22
Hadlock, WA 98339
Re: Chimacum ,Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 141, Parcel Number 901024101
Dear Mr. Breitweg:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chitnacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a pUblio meeting for Tuesday evening, Decembar 10, 1991,
at 7100 PM, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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Sincerely,
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Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, 80x 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Rober' G, Nesbitt, P,E,. County Engineer
November 21, 1991
Michael Rodriques and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021
Re: Chimacum Road Improvement - CR0953, Federal Aid 'Project Number
RS-Q161(002). Tax 62, Parcel Number 901024003
Dear Property Owners:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving ChimacumRoad from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meeting for Tuesday evening, December 10, 1991,
at 7100 PM, at the Tr:l.-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection). We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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(206) 385-9160
Gsry A. Rowe. P,E,. Director
Robert G, Nesbitt, P,E., County Engineer
November 21, 1991
Howard S. Delp
P.O. Box 113
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 70, Parcel Number 901024046, and Tax 72,
Parcel Number 901024046
Dear Mr. Delp:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving ChimacumRoad from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to ,have. To help us accomplish this, Public Works has
scheduled a publio meetinq for Tuesday evening, Deoember 10, 1991,
at 7100 PH, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
:Intersection) . We will, be reviewing the planned roadway
improvements. '
If you have any questions or comments, do not hesitate to contact
me.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 9B36B
(206) 385-9160
Gary A. Rowe, P,E" Dlrecror
Rober' G. Nesbitt. P.E., County Engineer
November 21, 1991
Robert E. Murray and Ardella F. Murray
628 Gise street
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 69, Parcel Number 901024045, Tax 73 (n'ly
50') Parcel Number 901024050, and Tax 73 (Less N'ly 50')
Parcel Number 90~024049
Dear Mr. and Mrs. Murray:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into pUblic needs that the project must address and impacts
it is likely to have. To help us accomplish thi.s, Public Works has
scheduled a public meeting for Tuesday evening, December 10, 1991,
at 7:00 PM, at the Tri-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P,E,. County Engineer
November 21, 1991
seattle First National Bank
Properties Operations
P.O. Box 34033, HOB 16
Seattle, WA 98124-10333
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 57, Parcel Number 901024035
Dear Property Owner:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chiml1cum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meetinq for Tuesday evening, December 10, 1991,
at 7.00 PM, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G, Ne.bllt. P,E,. County Englnee'
November 21, 1991
Charles E. Russell
1460 East Marr.owstone Road
Nordland, WA 98358
Re:, Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 42, Parcel Number 901024020
Dear Mr. Russell:
As you were informed by our July letter, the Department of PUblic
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled a publio meetinq for Tuesday evening, December 10, 1'91,
at 7100 PM, at the Tri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewinq the planned roadway
improvements.
If you have any questions or comments, do not hesitate to co)\tact
me.
......
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sincerely,
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Road Projects Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 9836B
(206) 385-9160
Gary A. Rowe, P.E" Director
Robert G, Nesbitt, P,E.. County Engineer
November 21, 1991
Scott W. Smith and Mary K. smith
P.o. Box 445
Hadlock, WA 98339
Re: Chimacum Road IlIlprovement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 74 (N'ly 80'), Parcel Number 901024051
Dear Mr. and Mrs. Smith:
As you were informed by our July letter, the Department of PUblic
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into publJ.c needs that the project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled a public meeting for Tues4ay evening, December 10. 1"1.
at 7100 PM, at the '1'ri-Area Community Center. (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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Road Projects Manager
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gsry A. Rowe, P,E,. DI,ecto,
Robs't Q, Nesbitt, P,E,. County Englnee'
November 21, 1991
Wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 74 (8 52'), Parcel Number 901024052
Dear Mr. Ruttex' :
, .
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving Chimacum Road from
Old Hadlock Road to Church Lane. '
We would like to provide' you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled a public meeting'for Tuesday evening, Deoember 10, 1991,
at 7100 PM, at the Tri-Area Community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersec'l:ion) . We will be reviewing 'the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
\-..
sincerely,
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Road Pro~ects Manager
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P,O, BOl< 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E" County Engineer
November 21, 1991
Port Townsend Realty, Inc.
P.O. Box 911
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 64, Parcel Number 901024039
Dear Property Owner:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving chimacumRoad from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knOWledge of field conditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a public meeting for Tuesday evening, December 10, 1991,
at 7100 PH, at the '1'ri-Area Community center, (located in the
northwest corner of the Rhody Drive and West Valley Road
:Intersection>. We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A, Rowe, P,E" Director
Robert G, Nesbitt, P,E.. County Engineer
November 21, 1991
Norman K. Howar.d and Kathy A Howard
590 Flagler Road '
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Tax 65, Parcel Number 901024040
Dear Mr. and Mrs. Howard:
As you were informed by our July letter, the Department of Public
works is cur.rently preparing plans for improving chimacum Road from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field conditions to gain
insight into public needs that the project must address IlInd ,impacts
it is likely to have. To help us accomplish this, Public Works has
scheduled a publio meetinq for Tues4ay evening, Deoember 10, 1991,
at 7.00 PH, at the 'l'ri-Area community Center, (located in the
northwest corner of the Rhody Drive and West Valley Road
Intersection> . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
,
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.
Sincerely,
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Road Projects Manager
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P,O, 80x 1220
Port Townsend. WA 98368
(206) 385-9160
Gsry A, Rowe, P,E" Director
Robert G, Nesbitt, P,E" County Engineer
November 21, 1991
Gregory Boeitker and Trudy Boeitker
430 North Bay Way
Port Ludlow, WA 98365
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 66, Parcel Number, 901024041
Dear Mr. and Mrs. Boeitker:
As you were informed by our July letter, the Department of Public
works is currently preparing plans for improving ChimacumRoad from
Old Hadlock Road to Church Lane.
We would like to provide you with the opportunity to present
information or increase our knowledge of field c.onditions to gain
insight into public needs that the project must address and impacts
it is likely to have. To help us accomplish this, public Works has
scheduled a public meeting for Tuesday evening, December 10, 1991,
at 7100 PM, at the Tri-Area COlDlllunity center, (located in the
northwest corner of. the Rhody Drive and West Valley Road
:tntersection) . We will be reviewing the planned roadway
improvements.
If you have any questions or comments, do not hesitate to contact
me.
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Rober' G, Nesbit', P,E.. County Engineer
November 13, 1991
Attn: Bruce Laurie
Roads Projects Manager
Jefferson County Department of Public Works
P.o. Box 1220,
1820 Jefferson street
Courthouse
Port Townsend, WA 98368
Re: Right of Way Data for Chimacum Road Improvement, CR0953,
Federal Aid No. RS-Q161(002)
Dear Mr. Laurie;
Attached for processing is the right of way prdsentation package
for the above referenced project. Included for dissemination is
the following:
1.
241x36" right of way overlay plan.
2. Typical roadway section to be utilized on Chimacum Road.
3. Real estate acquisition funding feasibility study summary
for costs to incur if right of way is acquired from deed
and plat boundaries to proposed 60' right of way line.
4. Real estate acquisition funding feasibility study summary
for costs to incur if right of way is acquired from usage
limits to proposed 60' right of way line.
Right of way'cost analysis spreadsheet.
Miscellaneous Chimacum Road deed and establishment
history.
The first record of this road establishment was November 5, 1934
by Resolution No. 57 and does not indicate the establishment of a
right of way width. The first record of a 60 foot right of way
appears on an approved r.oad plan and profile dated November 19,
1934, however, the plan is lacking in its ties to section corners,
so therefore, its centerline cannot be re-established today.
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Jefferson County was the underlying fee holder to properties the
road traversed during that time. The properties were sold by the
County at public rea1 estate sales to the highest and best bidder
starting circa 1939 to 1948. Real estate transfer deeds used
during that era except out "lying westerly of the County Road",
"lying east of the County Road", "lying Westerly of Secondary Road
Project No. 10", and "right of way ~hereon for a11 public highways
that may be constructed....". The right of way was not
specifically withheld by deed to be 60 feet in width.
As you are aware, there is discrepancy in the location of the
centerline and right of way 1ine locations for Chimacum Road.
Subsequent deed descriptions written for properties a10ng the
southerly margin of Chimacum road provide for a straight and
uniform right of way line.
Approved recorded plats along the northerly margin of Chimacum Road
also provide for a straight and uniform right of way line.
The two right of way lines have been located by office survey and
60 feet cannot be obtained between them. At the northerly end,
distance is measured to be approximately 56.5 feet and at the
southerly end measured to be approximately 56 feet.
The existi.ng centerline has been established utilizing the existing
monument at Sta. 3+43.69 (Chimacum Road) and from a found P.K.
nail at sta. 18+10.00 (Chimacum Road and Church Lane Intersection)
set by Jefferson County for centerline establishment of Church Lane
and execution of vacations for portions Morrissey Avenue and Vale
Avenue.
'.
The centerline as proposed is approximately down the center of the
previously stated 56 feet. If the centerline and 60 foot right of
way as proposed is established, the northerly right of way line
will, encroach over the platted right of way by approximately 1.3
feet, while the southerly right of way line will encroach over the
deeded right of way approximately 2~5 feet.
The attached right of way computations were based on holding the
above referenced centerline as proposed.
If you have any questions do not hesitate to contact me.
.
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AU~l..r
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P.O. BOX 930
SILVERDALE, WASH. 98383
(206) 692-6400
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September 13, 1991
Mr. Aubrey Palmer
Jefferson County
Department of Public Works
P.o. Box 1220
Port Townsend, WA 98368
RE: R/W CONFLICTS, COUNTY ROAD PROJECT CR0953, HADLOCK ROAD
IMPROVEMENT, FEDERAL AID PROJECT NUI~ER RS-Q161(002).
Dear Aubrey:
Per our discussions of recent days, there appears to be some
discrepancy in the location of the R/W lines of Chimacum Road. The
first record, of a 60 foot R/W appears to be a road plan and profile
dated November, 1934. As you are aware, this plan is lacking in its
ties to section'corners, so therefore its centerline location can not
be re-established today.
Deed descriptions for parcels along the southerly margin of Chimacum
Road provide for a straight and uniform R/W line.
Recorded plats along the northerly margin of Chimacum Road
provide for a straight and uniform R/W line.
If we locate these 2 R/W lines per survey, we do not get 60 feet
between them. At the northerly end, we mea9ure approximately 56.5 feet
and at the southerly end we measure approximately 56 feet.
Our centerline, as proposed, is approximately down the center of this
56 feet. If we hold our centerline and 60 foot R/W as proposed, our
northerly R/W line will encroach over the existing platted R/W by
approximately 1.3 feet, while our southerly R/W line will enoroach
over the deeded R/W by approximately 2.5 ,feet.
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We are continuing our work on the above referenced project by holding
the centerline of Chimacum road a8 prop08ed.
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
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JEFFERSON C~~NTY
DEPARTMENT OF PUBLIC WORKS
\
August 26, 1991
Gary A. Rowe, P.E" DIrector
Robert G, Nesbltr, P.E" County Engineer
John Quemada
C/O Port Hadlock Post Office
Port Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002).
Dear John:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
1
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impact~ it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways serviQinq your property. As per our recent
conversation, there io a possibility of losing one or two parking
spaces adjacont to Chimacum Rd. It appears that the existing
Handicappod apace is encroaching about fivo feet onto the right of
way.
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time if you have any questions or comments, do not
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in the near
J:n the mean
hesitate to
Sincere1y,
AJ~~
Scott Kilmer
Planning Engineer
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe. P.E., Director
RobertG, Nosbltt, P.E., County Engineer
MEMORANDUM
DATE: July 3, 1991
TO: Bruce Laurie, Roads Projects Manager
Robert G. Nesbitt, P.E., County Engineer
FROM: Aubrey Palmer /lr>
SUBJECT: Request for signature, impacted property owner letters,
for County Road Project CR0953, Chimacum Road
Improvement, Federa1 Aid Project Number RS-Q161(002)
Attached for signature is 24 letters to abutting property owners
notifying them of above referenced project. Please remit signed
copies back to me for processing.
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attach: 24 Project Notification letters
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
July 2, 1991
Gary A. Rowe, P,E.. Director
Robert G, Nesbitt, P,E" County Engineer
Margaret F. Vines
380 Bayshore Drive
Port Ludlow, WA 98365
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 1, Less R/W & SE'ly of Co. Rd., Morrissey's
Addition Block 1, Parcel Number 973500101
Dear Mrs. Vines:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to comp1ete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain inSight into public needs that the
project must address and impacts it i~ likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
100'10 Recycled Papo,
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time if you have any question~ or comments, do not
contact me or Bruce Laurie of this office.
in the near
In the mean
hesitate to
Sincerel.y,
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Robert G. Nesbitt, P.E.
County Engineer
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
'\
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E" County Engineer
Port Townsend Realty, Inc.
P.O. Box 911
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 64, Parcel Number 901024039
I
Dear Property Owner:
The Department of Public works is currently preparing plans for
improving Chima cum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway wi~l be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which wil~ incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
o
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County.' This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our know~edge
of field conditions to gain insight into public needs that the
project must addr~sa and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
.
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in the near
In the mean'
hesitate to
J
Sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
xc: CR0953, corres.
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
(
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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July 2, 3.991
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P.E., County Engineer
Norman K. Howard and Kathy A Howard
590 Flagler Road
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 65, Parcel Number 901024040
Dear Mr. and Mrs. Howard:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
1
01
I
I
j
To augment completion of the plans AES Consultants, a consulting
engineering firm ou't of Silverdale, will be performing survey work
for the county. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, wi1l be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility 1ocation.
In order to comp1ete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is 1ikely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of drivewayn servicing your property.
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in the near
J:n the JDean
hesitate to
sincerely,
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Robert G~ Nesbitt, P.E.
County Engineer
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Port Townsend, WA 98368
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
July 2, 1991
Gary A. Rowe, P.E.. Director
Robert G, Nesbitt, P.E" County Engineer
Gregory Boeitker and Trudy Boeitker
430 North Bay Way
Port LUdlow, WA 98365
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 66, Parcel Number, 901024041
Dear Mr. and Mrs. Boeitker:
The Department of Public works is currently preparing plans for
improving Chima cum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain inSight into pUblic needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffio, and determine the best location
and widths of driveways servicing your property.
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Sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E" County Engineer
Howard S. Delp
P.O. Box 113
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 70, Parcel Number 901024046, and Tax 72,
Parcel Number 901024046
Dear Mr. Delp:
The Department of Public works is currently preparing plans for
iJnproving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. InclUded in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the county. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient , movement of traffic, and determine the best location
and widths of driveways servicing your property.
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in the near
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Robert G. Nesbitt, P.E.
County Engineer
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Englnesr
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1820 Jefferson Street
1',0, Box 1220
Port Townsend, WA 98368
(206) 385.9160
July 2, 1991
Robert E. Murray and Ardella F. Murray
628 Gise street
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 69, Parcel Number 901024045, Tax 73 (n'ly
50') Parcel Number 901024050, and Tax 73 (Less N'ly 50')
Parcel Number 901024049
Dear Mr. and Mrs. Murray:
The Department of Publio works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in 'each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on bo'th sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
;0
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey orews you will see on or adjacent to the
existing roadway, will be gathering field data. on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to pres~nt information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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SincereJ.y,
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County Engineer
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P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
Gary A, Rowe, P,E" Dlreclor
Robert G, Ne.blll, P,E" County Engineer
Joseph P. Surace Jr.
2414 NW Blue Ridge Drive
Seattle, WA 98177
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Tax 85, Parcel Number 901024060
Dear Mr. Surace:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water pondin9
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will. incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concre't:e pavement. This
project will utilize County, State and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
'.....
To augment completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topogra~hical features, and above ground or
under ground facility location.
'In order to complete our plans, we would like to provide you with
the opportunity ,to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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contact me or Bruce Laurie of this office.
in the near
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hesitate to
sincerely,
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Robert G" Nesbitt, P.E.
County Engineer
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P,E,. County Engineer
Walter C. Jensen
P.O. Box 331
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 153, Parcel Number 901024104
Dear Mr. Jensen:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with'a continuous, center, two way left
turn lane. The project provides for extensiorl of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
proliminarily scheduled for completion during the 1992 construction
season.
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.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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in the near
In the mean
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Sincerely,
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County Engineer
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JEFFERSON COUNTY
DEPARTMENT OF PU,BLlC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
Douglas Joyce and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 54, Parcel Number 901024032
Dear Mr. and Mrs. Joyce:
The Department of Public works is currently preparing plans for
improving Chima cum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
To augment completion of the plans AES consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
100'10 Rooyclod Papor
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sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
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1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
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July 2, 1991
Gary A. Rowe, P.E., Director
Rober' G. Nesbitt, P.E., County Engineer
Clarence F. Sayer
P.O. Box 844
Hadlock, Wa 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Tax 98 (with Ptn. Vac. str's.), Parcel Number
901024072, and Lot 1, Block 1 (SE'ly of Co. Rd.), Morrissey's
Addition, Parcel Number 973500101
Dear Mr. sayer:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a.continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. InCluded in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporat.e cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and dete~mine tho best location
and widths of driveways servicing your property.
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Sincerely,
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County Engineer
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 9B368
(206) 385-9160
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P.E., County Engineer
MiChael D. Orth
P.O. Box 387
Hadlock, WA 98339
Re: Chima cum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161 (002) . Lot 4, Wiedman Short Plat, Parcel Number
901024096
Dear Mr. Orth:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water pondin9
problems along the margins of the roadway. InclUded in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and Wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
T
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
eXisting roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our. knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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Sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
David o. Schores and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002) . Lot 3, Wiedman Short Plat, Parcel Number
901024099
Dear Mr. and Mrs. Schores:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of eXisting
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. InclUded in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, State and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
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To augment completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the ~ounty. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to presont information or increase our knowledge
of f.ield conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and det~rmine the best location
and widths of driveways servicing your property.
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contact me or Bruce Laurie of this office.
in the near
In the mean
hesitate to
Sincerely,
~.>I(~
Robert G. Nesbitt, P.E.
County Engineer
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P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
\
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
Laura J. Weidman
P.o. Box 158
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q~61(002). Lot 2, Wiedman Short Plat, Parcel Number
901024095
Dear Mrs. Weidman:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
rOad\iay will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insig<ht into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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time if you have any questions or comments, do not
contact me or B~ce Laurie of this office.
in the near
:In the mean
hesitate to
Sincerely,
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Robert G. NeSbitt, P.E.
county Engineer
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P,O. 80x 1220
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(206) 385.9160
\
July 2, 1991
Gary A. Rowe, P.E.. Director
Rober' G, Nesbitt, P.E., County Engineer
John wiedman and Demetrius Katsikapes
P.O. Box 205
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 2, Cotton Long Plat, Parcel Number
945400002
Dear Property Owners:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize county, State and Federal funds, and has been
preliminarily scheduled for cOlllpletion during the 1992 construction
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into pUblic needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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sincerely,
~~~
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County Enqineer
xc: CR0953,corres.
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Project Scope
Proposed Roadway Template
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
JUly 17, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
Demetrius Katsikapes
P.O. Box 128
Pt. Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lot 1, Cotton Long Plat, Parcel Number
945400001
Dear Mr. Katsikapes:
The Department of Public works is currently preparing plans for
improving Chima cum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground storm drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will incorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize County, state and Federal funds, and has been
preliminarily,scheduled for completion during the 1992 construction
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs .that the
project must address and impacts it is likely to have. We would
like t.o review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of drivoways servicing your property.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
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Chimacum RoaVI p:f(;'veme~t ;,CR0953, Federal Aid Project Number
RS-Q161(002) ..1. LotJ1T 'Fotton Long Plat, Parcel Number
945400001 ,."., '\ \ ,
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~rtme ~ ~UbliC works is \~rJentlY preparing plans for
Ch, cum Road from Old adloc Road to Church Lane
ty, which your propert f onts:- The roadway will be
impro d by deninq on essentia~Yhe same alignment, to provide
two Ian s in ea911 direction with it continuous, center, two way left
turn lane. "The p'roject'prqvldes for extension of existing
underground sfor~ 9~ainage.. fac~lities to alleviate water ponding
problems along -'the margino/ of the roadway. f Included in
construct:l:on will"\be-C\1rbs'v-qutters, and si~walllfs,on-' oth sides,
which will \incorpot~te -Cf'oss walks and wh el...,_chair amps. The
roadway ~ll be surfaced with asphal con _rete pav ent. This
proj tl~ utilize County, state an ederal ~nd , and has been
prel~in . ily scheduled for completi /~uri 9 t't)~ 19 2 construction
season\, J C) "
To augment completion of the~'p s Consultants, a consulting
engineering firm out_~e dale, will be performing survey work
for the coum:~ThiS W~k w be approximately from mid July to
end of August T~~ ve c ws you will see on or adjacent to the
existing roa y,~ gathering field data on alignment,
roadway cross tio~~~;~pographical features, and above ground or
under ground ~i~~~ation.
In order to c plete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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time if you have a~y questions or comments, do not
contact me or Bruce Laurie of this office.
in the near
:In the mean
hesitate to
Sincerely,
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Robert G. Nesbitt, P.E.
County Engineer
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
\
July 2, 1991
Gary A. Rowe, P.E., D;rector
Robert G. Nesbitt, P.E., County Engineer
Florence A. Page
2250 Page Road
Port Angeles, WA 98362
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Lots 2 & 3 (less R/W), Parcel Number 973500103,
Lots 4 & 5, Parcel Number 973500104, Lots 26 thru 29 & Vac.
ptn street, Parcel Number 973500116, Lot 30(less R/W & Less
Ptn. N. of Rd.), Parcel Number 973500115, all of Morrissey's
Addition Block 1
Dear Mrs. Page:
The Department of Public works is currently preparing plans for
improving Chimacum Road from Old Hadlock Road to Church Lane
vicinity, on which your property fronts. The roadway will be
improved by widening on essentially the same alignment, to provide
two lanes in each direction with a continuous, center, two way left
turn lane. The project provides for extension of existing
underground sto~ drainage facilities to alleviate water ponding
problems along the margins of the roadway. Included in
construction will be curbs, gutters, and sidewalks on both sides,
which will irlcorporate cross walks and wheel chair ramps. The
roadway will be surfaced with asphalt concrete pavement. This
project will utilize county, state and Federal funds, and has been
preliminarily scheduled for completion during the 1992 construction'
season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
In order to complete our plans, we would like to provide you with
the opportunity to present information or increase our knowledge
of field conditions to gain insight into public needs that the
project must address and impacts it is likely to have. We would
like to review with you planned roadway improvements to effect safe
and efficient movement of traffic, and determine the best location
and widths of driveways servicing your property.
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The Public Works Department will be contacting you
future to arrange a meeting to discuss the project.
time if you have any questions or comments, do not
contact me or Bruce Laurie of this office.
in the near
In the mean
hesitate to
Sincerely,
~4~
Robert G. Nesbitt, P.E.
County Engineer
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
July 2, 1991
Michael Rodriques and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021
Re: Chimacum Road Improvement - CR0953, Feder111,Aid project Number
RS-Q161(002). Tax 62, Parcel Number 901024003
I
1
Dear Property Owners:
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chima cum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water ponding problems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
state and Federal funds, and has been preliminarily scheduled for
completion ~uring the 1992 construction season.
To au~nent completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
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public needs that the project must address and impacts it is likely
to have.
If you have any questions or comments, do not hesitate to contact
me or Bruce Laurie of this office.
Sincerely,
~A~
Robert G. Nesbitt, P.E.
County Engineer
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DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe. P,E" Director
Robert G. Nesbitt, P.E.. County Engineer
\
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
July 2, 1991
william D. Breitweg
P.O. Box 22
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 141, Parcel Number 901024101
Dear Mr. Breitweg:
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chimacum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water pondinq problems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
state and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
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or increase our knowledge of field conditions to gain insight into
pUblic needs that the project must address and impacts it is likely
to have.
If you have any questions or comments, do not hesitate to contact
me or Bruce Laurie of this office.
Sincerely,
~A'?L~
Robert G. Nesbitt, P.E.
County Engineer
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1820 Jefferson Street
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Port Townsend, WA 98368
(206) 385-9160
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E" County Engineer
July 2, 1991
Time oil Company
P.O. Box 24447
Term. Annex.
Seattle, Wa 98124
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 86, Parcel Number 901024061
Dear Property Owner:
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chimacum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water ponding problems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
State and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
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or increase our knowledge of field conditions to gain insight into
public needs that the project must address and impacts it is likely
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If you have any questions or comments, do not hesitate to contact
me or B~ce Laurie of this office.
Sincerely,
~4~
Robert G. Nesbitt, P.E.
County Engineer
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 9B368
(206) 385.9160
\
Gary A. Rowe. P.E.. Dlrecror
Roberr G. Nesbitt, P.E., County Engineer
July 2, 1991
wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339
Re: 'Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 74 (S 52'), Parcel Number 901024052
Dear Mr. Rutter:
o
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chima cum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water ponding problems along
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state and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid JUly to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gatherinq field data on alignment,
roadway cross section, topographical features, and above ground or
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P,E" Director
Robert G, Nesblll, P.E" County Engineer
July 2, 1991
Scott W. Smith and Mary K. Smith
P.o. Box 445
Hadlock, WA 98339
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 74 (N'ly 80'), Parcel Number 901024051
Dear Mr. and Mrs. smith:
This letter is to inform you that the Department of Public works
is currently preparing p1ans for improving Chimacum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of oxisting underground
storm drainage facilities to alleviate water ponding problems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
State and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
July 2, 1991
Charles E. Russell
1460 East Marrowstone Road
Nordland, WA 98358
Re: Chimacum Road Improvement - CR0953, Federal Aid project Number
RS-Q161(002). Tax 42, Parcel Number 901024020
Dear Mr. Russell:
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chima cum Road. from Old
Hadlock Road to Church Lane vicinity. The roadway "Till be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water ponding problems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
state and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a consulting
engineering firm out of Silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
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Seattle First National Bank
Properties Operations
P.O. Box 34033, HOB 16
Seattle, WA 98124-10333
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DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
Re: Chimacum Road Improvement - CR0953, Federal Aid Project Number
RS-Q161(002). Tax 57, Parcel Number 901024035
Dear Property Owner:
This letter is to inform you that the Department of Public works
is currently preparing plans for improving Chimacum Road from Old
Hadlock Road to Church Lane vicinity. The roadway will be improved
by widening on essentially the same alignment, to provide two lanes
in each direction with a continuous, center, two way left turn
lane. The project provides for extension of existing underground
storm drainage facilities to alleviate water ponding prob].ems along
the margins of the roadway. Included in construction will be
curbs, gutters, and sidewalks on both sides, which will incorporate
cross walks and wheel chair ramps. The roadway will be surfaced
with asphalt concrete pavement. This project will utilize County,
State and Federal funds, and has been preliminarily scheduled for
completion during the 1992 construction season.
To augment completion of the plans AES Consultants, a conSUlting
engineering firm out of silverdale, will be performing survey work
for the County. This work will be approximately from mid July to
end of August. The survey crews you will see on or adjacent to the
existing roadway, will be gathering field data on alignment,
roadway cross section, topographical features, and above ground or
under ground facility location.
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If you have any questions or comments, do not hesitate to contact
me or Bruce Laurie of this office.
sincerely,
~~~~
Robert G. Nesbitt, P.E.
County Engineer
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LOT 1
Demetrius Katsikapes
Route 3, Box 238, Port Townsend
Affidavit 162817
Parcel #945400001
LOT 2
John Wiedman, Jimmie Cotton
P.O. Box 205, Hadlock 98339
Parcel #945400002
Desc: Post Office Bldg.
SEC. 2, T. 29N, R1W
TAX 42
Charles E. Russell
450 E. Marrowstone Rd., Nordland 98358
Affidavit 137695
Parcel 1901024020
TAX 64
PT Realty Inc.
1532 Sims Way, Port Townsend
Affidavit 141861
Parcel #901024039
TAX 69
Robert E. Murray
519 Foster, Port Townsend
Affidavit 134481
Parcel 1901024045
10
TAX 70
Howard Delp
P.O. Box 113, Hadlock 98339
Affidavit #12033
Parcel #901024046
TAX 72
Howard Delp
P.O. Box 113, Hadlock 98339
Affidavit 112632
Parcel 1901024048
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TAX 74
Wilson J. Rutter
Route 1, Box 109D, Port Townsend
Affidavit 127261
Parcel 1901024052
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Clarence F. Sayer
P.O. Box 247, Chimacum 98325
Affidavit #18189
Parcel #901024072
TAX 137
Dona O. Nason
P.O. Box 426, Hadlock 98339
Affidavit #49031
Parcel #901024097
TAX 153
Walter C. Jensen
P.O. Box 331, Hadlock 98339
Affidavit #37950
parce1 #901024104
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Properties Operations
P.O. Box 34033, HOB 16
Seattle, WA 98124-10333^R
Tax 57, Parcel Number 901024035^R
Property Owner^R
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Charles E. Russell
1460 East Marrowstone Road
Nordland, WA 9835S^R
Tax 42, Parcel Number 901024020^R
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P.O. Box 445
Hadlock, WA 98339^R
Tax 74 (N'ly 80'), Parcel Number 901024051^R
Mr. and Mrs. Smith^R
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wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339^R
Tax 74 (S 52'), Parcel Number 901024052~R
Mr. Rutter^R
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Port Townsend Realty, Inc.
P.O. Box 911
Port Townsend, WA 98368^R
Tax 64, Parcel Number 901024039^R
Property Owner^R
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Norman K. Howard and Kathy A Howard
590 Flagler Road
Hadlock, WA 98339^R
Tax 65, Parcel Number 901024040^R
Mr. and Mrs. Howard^R
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Gregory Boeitker and Trudy Boeitker
430 North Bay way
Port Ludlow, WA 98365^R
Tax 66, Parcel Number, 901024041^R
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P.O. Box 113
Hadlock, WA 98339"R
Tax 70, Parcel Number 901024046, and Tax 72, Parcel Number
901024046AR
Mr. Delp"R
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Robert E. Murray and Ardella F. Murray
628 Gise street
Port Townsend, WA 98368AR
Tax 69, Parcel Number 901024045, Tax 73 (n'ly 50') Parcel Number
901024050, and Tax 73 (Less N'ly 50') Parcel Number 901024049AR
Mr. and Mrs. Murray"R
AE
Joseph P. Surace Jr.
2414 NW Blue Ridge Drive
Seattle, WA 98177AR
Tax 85, Parcel Number 901024060AR
Mr. SuraceAR
AE
Walter C. Jensen
P.O. Box 331
Hadlock, WA 98339AR
Tax 153, Parcel Number 901024104"R
Mr. Jensen"R
AE
Douglas Joyce and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339"R
Tax 54, Parcel Number 901024032AR
Mr. and Mrs. Joyce"R
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Clarence F. Sayer
P.O. Box 844
Hadlock, Wa 98339AR
Tax 98 (with Ptn. Vac. str's.), Parcel Number 901024072, and Lot
1, Block 1 (SE'ly of Co. Rd.), Morrissey's Addition, Parcel Number
973500101AR
Mr. Sayer"R
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Time Oil company
P.O. Box 24447
Term. 1'.nnex.
Seattle, Wa 98124"R
Tax 86, Parcel Number 901024061"R
property Ownor"R
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P.O. Box 22
Hadlock, WA 98339AR
Tax 141, Parcel Number 901024101~R
Mr. BreitwegAR
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Michael Rodriques and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021AR
Tax 62, Parcel Number 901024003AR
Property OwnersAR
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MiChael D. Orth
P.O. Box 387
Hadlock, WA 98339AR
Lot 4, Wiedman Short Plat, Parcel Number 901024096AR
Mr. Orth~R
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David o. Schores and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368AR
Lot 3, Wiedman Short Plat, Parcel Number 901024099AR
Mr. and Mrs. SchoresAR
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Laura J. Weidman
P.o. Box 158
Hadlock, WA 98339AR
Lot 2, Wiedman Short Plat, Parcel Number 901024095~R
Mr. Weidman~R
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John Wiedman'and Demetrius Katsikapes
P.O. Box 205
Hadlock, WA 98339AR
Lot 2, Cotton Long Plat, Parcel Number 945400002~R
Property Owners~R
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Demetr:\.us Katsikapes
Route 3, Box 238
Port Townsend, WA 98368~R
Lot 1, Cotton Long Plat, Parcel Number 945400001~R
Mr. KatsikapesAR
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Florence A. Page
2250 Page Road
Port Angeles, WA 98362AR
Lots 2 & 3 (less R/W), Parcel Number 973500103, Lots 4 & 5, Parcel
Number 973500104, Lots 26 th~ 29 & Vac. ptn street, Parcel Number
973500116, Lot 3 (less R/W & Less Ptn. N. of Rd.), Parcel Number
973500115, all of Morrissey's Addition Block 1AR
Mrs. Page"'R
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Margaret F. Vines,
380 Bayshore Drive
Port Ludlow, WA 98365AR
Lot 1, Less R/W & SE'ly of Co. Rd., Morrissey's Addition Block 1,
Parcel Number 973500101AR
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JEFF~~ON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary Rowe, P.E., Director / County Engineer
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
August 24, 1994
Attn: Kenneth Endorf
Contract Right of Way Agent
4524 27th ct. S.E.
Lacey, WA 98503
Re: Right of way acquisition Dete~ination of Values; Chimacum
Road Improvement, CR0953, Federal Aid Project Number RS-Q161-'
(002).
Dear Mr. Endorf:
Enclosed for your info~ation are the Determination of Values
completed for the six parcels appraised for above referenced
project. The appraisals hav,e been through the review process, and
determination of value has been approved by the County
Commissioners.
If you have any questions, do not hesitate to contact me.
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DETERJ.'\1INATION OF VALUE
COMMISSIONER CONCURRENCE/AUTHORIZATION
Project No.: Chimacum Road Tmorovement. CR0953 Federal Aid. Number: RS-016H002) Parcel No. 94540000t
Map Sheet ~ of ~ Sheets Map Approval Date: O""ember 20. t 993
Date of last map revision:
N/A
Owner's Name: Oemitrius Katsikaoes and Nancy Lou Katsikanes. and Reinhold and Patricia Bert!'strom
Owner's Address: P.O. Box 128. Port Hadlock. WA 98339
The following appraisals have been made, and submitted on this parcel and are as follows:
Date of Before After Just
Aooraiser Valuation Value Value Comnensation
Allocation
Takinl! Damal!es
$2,700
(strip appraisal)
The following determinations of value have been made on subject property.
$2,700
-0-
J. Randolph Mosher
$58,800
$56,100
8-12-94
17 Ll--'
A~unt Date Revised Amount Date Revised An.~_._
(1) '.:?, 7CJCJ g'//<Y~;; (2) (3)
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Reviewers inspection and analysis: (List buildinga, structures, fixtures, and improvements to be acquired. Explain
variances, if any, between reviewer's findings and appraisal(s). Use back if needed.)
Rev~ Apl'raiser
,e, , '<t!,.;r" 77
Improvements to be acquired: None
Explanation of variances between reviewer's and appraisal: ~
Determination of Value:
Before Value $
After Value $
Allocation of Just compensation:
Acquisition $
Damages $
2.700
2.700.00
- 0-
lIS of t(//q;/::?Y
58.800
56.100
JUST COMPENSATION $
I, the review appraiser, certify to the following:
The above appraisal report has been reviewed by the undersigned and were found to have followed accepted appraisal
principals and techniques in the valuation of real property in accordance with existing state law. That the deterrmnation
of value which is set forth below hilS been Independently reached based on appraisels end other factual data of rt'~ord
without collaboration or direction. That I have no direct or indirect present or contemplated future personal interest in such
property or in any benefit from the ecquisition of such property apprail18l. That I have personally Inspected the property
to be acquired and the comparable sales applicable thereto except as set forth below, I further certify that I understand the
determination Is to be used 10 conjunction with a Federal Aid highway project and because of items compensable under state
law, but not eligible for federal reimbursement, - 0 - of the approved just compensation is
ineligible for federal reimburscment.
J /5'J .h?-o,~ / f' fJ f/
/ Date
Concurrence and Authorization:
The Board of Count)' Commissioners of Jefferson County does here indicate ita concurrence with lhe above certification
and dOCll authorl7.e furlher acHon by the County Engin ceed accordingly 10 eslabU.hed procedures with the
acquisition of the designated property,
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"REVIEW APPRAISERS CERTI'tATE
DETERMINATION OF VALUE
COMMISSIONER CONCURRENCEI AUTHORIZATION
Project No.: Chimacum Road Imorovement. CR0953 Federat Aid. Number: Rs-Ot61-(002) Parcel No. 973500101
Dale of last map revision:
NIA
Map Sheet...2.. of...2.. Sheets Map Approval Date: December 20. 1993
Owner's Name: Mar2aret F, Vines
Owner's Address: 380 Bavshore Drive. Port Ludtow. \VA 98365
The following appraisals have been made, and submitted on this parcel and are as follows:
Date of Before After Just
Aooraiser Y!!h!!!!iQn Value Value Comoensation
Allocation
Takin2 Dama2es
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$ 625
(strip appraisal)
The following detenninations of vatue have been made on subject property.
$ 625
.0-
J. Randolph Mosher
8-12-94
$ 1,200
$ 625
Review Appraiser
,eo 1I/e.5'" 17'
Date
A~nt Date Revised Amount Date Revised Amount
(I) /. ?~~ ~//1/~-"" (2) (3)
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Reviewers inspection and analysis: (List buildings, structures, fixtures, and improvements to be acquired. Explain
variances, if any, between reviewer's findings and appraisal(s), Use back if needed.)
Improvements to be acquired: None
Explanation of variances between reviewer's and appraisal: The remainder of this "ronertv Qualifies and is deem'l!L!!n
"UNECONOMIC REMNANT". evel\Jhou au was t status be 0 e ac u's'tio acess 'R 's du to 0 . . s
bein2 further reduced in utili tv. The oarcel is rrian\lular in shane and serves no utili tv for develop ere eras 0 ta e
with adiacent "arcelo. Full "arcel acr~"2e is 806 s. f, Fair market values are determined as follows:
421 s,f. X $1.50 Is.f. = 632 = $625 necessary RIW acqusition
385 s.f. x $1.50 Is.f. = 578 = $575 remainder
806 s.r. x $1.50 Is.f. = 1.209 = $1.200 Full Aouisilion
Determination of Value:
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Allocation of Just compensation:
Before Value $
After Value $
Acquisition $
Damages $
1.200
1.200
- 0-
os of ,s;;;/~/9.y
1.200
-0-
JUST COMPENSATION $
I, the review eppraiser, certify to the following:
The above appraisal report has been reviewed by the undersigned and were found to have followed accepted appraisal
principals anlltechniques in the valuation of real property in accordance with existing state law. Thatlhe determmation
of value which is set forth below has been independently reached based on a[lprelsats and other factual date of record
without collaboration or direction. That I have no direct or indirect present or contemplated future personal inlcr~.st in sucll
property or in any bencfil from the acquisition of such pro[lerty a[lpraisal. ThaI I have personally inspected Ihe property
10 be acquired and the eoml.'arable sales applicable thereto excepl as set forth below, I further certify tliat I understand Ihe
determination is to be used an conjunction with a Federal Aid highway project aad because of items compensable under state
law, but not eligible for federal reimhursement, . 0 - of the approved JURI compensation is
Inellgihle for federal reimbursement,
/8 4u-CJ ./99~
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Concurrence end AUlhorimtlon:
The Board of County Commissioners of Jeffcrson County does here indicate its concurrence with the above cerlincation
snd does authnrize further action hy Ihe County Engineer to [lroceed accordingly 10 eSlablished procedures with the
ecqulsition of Ihe designated [lro[lerty. ~
.J!-t( q. ~ ,2.~. /99i .,,'. ~~
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DETERMINATION OF VALUE
COMMISSIONER CONCURRENCE/AUTHORIZATION
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Project No.: Chimacum Road Imnrovement. CR0953 Federal Aid. Number: RS-016HOO2) Parcel No. 901024096
Map Sheet -1... of -L Sheets Map Approval Date: December 20. t 993
Owner's Name: Michael D. Orth
Date of last map revision:
N/A
Owner's Address: P.O. Box 387. Port Hadlock. WA 98339
The following appraisals have been made, and submitted on this parcel and are as follows:
Date of Before After Just
Annraiser Valuation Value Value Comnensation
Allocation
Takinl! Damal!es
J. Randolph Mosher
$25,900
- 0-
$25,900
(strip appraisal)
The following determinations of vatue have been made on subject property.
$ 25,900
8-12-94
- 0-
Amount Date Revised Amount Date Revised Amount
(1) -1'.:<~ 'J~<, ~/./<i/9V (2) (3)
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Reviewers inspection and analysis: (List buildings, structures, fixtures, and improvements to be acquired. Explain
variances, if any, between reviewer's findings and appraisal(s). Use back if needed.)
Review Appraiser
R:, .IV., of 'L. ff
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Improvements to be acquired: None. Owner will be naid directlv for merchantable timber in tbe amount of $624.00 for
contrihutinl! value to the nronertv.
Explanation of variances between reviewer's and appraisal: ...l!!mL
Determination of Value:
Allocation of Just compensation:
Before Vatue $
After Value $
25.900
- 0 -
Acquisition $
Damages $
25.900
25.900
- 0-
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JUST COMPENSATION $
a.~ of
I, the review appraiser, certify to the following:
The above appraisal report has been reviewed by the undersigned and were found to have followed accepted appraisal
principals and techniques in the veluation of real property in accordaace with existing slate law. That the detenmnation
of value which is set forth below has heen independently reached based on appraisals and other tactual data of record
without colleboration or direction. That I have no direct or indirect present or contemplated future personal interest in such
property or in any benefit from the acquisition of such property eppraisal. That I have personally inspected the property
to be acquired and the comparable sales applicable thereto except as set forth below. I further certify that I understand the
determination is to be used m conjunction with I Federal Aid highway project and because of items com,Pensable under slate
law, but not eligible for federal reimbursement, - 0 - . of the approved Just compensation Is
ineligible for federal reimburRement.
/8 4/<'-<'4 /Ppy ~~~K/~
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Concurrence and Authorization:
The Board of County Commissioners of Jefferson County does here Indicate lis concurrence with the ahovc certification
and does authorizc further action hy the County Engineer rocecd accordingly to established procedurcs with the
acquiNition of the designated property,
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-REVIEW APPRAISERS CERnI~ATE
DETERMINATION OF VALUE
COMMISSIONER CONCURRENCE/AunIORIZATION
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Project No.: Chimacum Road Imorovemeot. CR0953
Map Sheet -L of -L Sheets Map Approval Date:
Federal Aid. Number: RS-Ot61-10021 Parcel No. 973500103
9735oot04. 973500115. 973500t 16
December 20 1993 Date oflast map revision: N 1 A
Owner's Name: William and Linda Steasman. and William and Dorothv Ferris
Owner's Address: 2252 Pa~e Road. Port Aneeles. W A 98362
The following appraisats have been made, and submitted on this parcel and are as follows:
Date of Before After Just
Anoraiser Valuat;on Value Vatue Comneosation
Allocation
Takilll! Dama~es
$ 3,800
(strip appraisal)
The following determinations of value have been made on subject property.
$3,450
$350
J. Randolph Mosher
8-12-94
$161,200
$157,400
Atllount Date Revised Amount Date Revised Amount
(lr~.6'd 0 fJ// ,I'f/yji (2) (3)
00 ~ ~
Reviewers inspection and analysis: (List buildings, structures, fixtures, and improvements to be acquired. Explain
variances, if any, between reviewer's findings and appraisal(s). Use back if needed.)
~view Appraiser
, /lh,,.;-/>rh'-
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Improvements to be acquired: None. Owner will be oaid directlv for owners removal and retocet;on of 3' hi~h fencin~.
in the amount of $350.00.
Explanation of variances between reviewer's and appraisal: None. Annraised with hi~hest and hest as conti!!uous nronertv.
Full narcel acrea!!e is 64.299 s.f. Fair market values are determined as follows:
Total s.f. - Remain. s.f. Acqui. s.f x Valuels.f Acqui. Value = Round. Value
973500103 7,769 s.f. - 6,758 s.f. 1,011 s.f x $ 2.50Is.f = $ 2,527.5 = $ 2,525
973500104 10,019 s.f. - 10,019 s.f. - 0 - x $ 2.50Is.f. = - 0 - - 0 -
973500115 3,387 s.f. - 3,005 s.f. 382 s.f. x $ 2.50Is.f. = $ 955.0 $ 950
973500116 43,124 s.f. - 43,124 s.f. - 0 - x $ 2.50Is.f. = - 0 - - 0 -
1.392 s.f. x S 2.501..f. = $ 3.480 $ 3.450 AD,,;sit;,,"
Determination of Value:
Allocation of Just compensation:
Before Value $
After Value $
Acquisition $
Damages $
3.450
350
as of ~ //~/7 ~
161.200
157.400
JUST COMPENSATION $
3.800
J, the review appraiser, certify to the following:
The above appraisal report has been reviewed by the undersigned and were found to have followed accepted appraisal
principato and techniques in the valuation of real property in accordance with existing state law. That the detenmnation
of value whicb is set fortb below has been independently reacbed based on appraisals and otber factual data of record
without collaboration or direction. That I have no direct or Indirect present or contemplated future personal interest in RUcb
property or in any benefit from the acquisition of sucb propcrty appraisat. That J have personally inspected tbe property
to be acquired and tbe coml,'arable soles applicable thereto except as set fortb below. J furtber certify that I understand the
determination is to be used III cOluunction witb a Federal Aid bigbway project and because of items compensable under state
law, but not eligihle for federal reimbursement, - 0 - of tbe approved just compensation is
ineligihle for federel reimbursement,
-L8..fl~~;;. /9P/ ~~~~~
/ Dote tY Reviewing Appro ser, Jefferson County
Concurrence and Autborization:
The Board of Count)' Commhlsloners of Jefferson County doe., bere indicate its concurrence wltb the abeve certification
and does autborize further oct Ion by tbe County Enllineer to accordingly to establlsbed procedures with tile
acquisition of the desicnllted property.
1h( l.~ f .;2:1, /991
Dote '
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. REVIEW APPRAISERS CERTIICATE
DETERIvllNATlON OF VALUE
COMMISSIONER CONCURRENCElAurHORlZATlON
Project No.: Chimacum Road Improvement. CR0953 Federal Aid. Number: RS-Ot6t-(002) Parcel No. 901024060
Date of last map revision:
N/A
Map Sheet..L of..L Sheets Map Approval Date: December 20 t 993
Owner's Name: Joseoh P. Surace. Jr.
Owner's Address: 1800 Mill Creek Road. #30B Mill Creek. WA 98012
The following appraisals have been made, and submitted on this parcet and are as follows:
Date of Before After Just
Aooraiser Valuation Value Value Comoensation
Allocation
Takinl! Dama!!es
$6,295
$8,700
(strip appraisat>
The following determinations of value have been made on subject property.
$2,405
J. Randotph Mosher
8- t2-94
$201,100
$192,400
Date
Review AppJaiser AmQJInt Date Revised Amount Date Revised Amount
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Reviewers inspection and analysis: (List buildings, structures, fixtures, and improvements to be acquired.
variances, if any, between reviewer's findings and appraisal(s). Use back if needed.)
Improvements to be acquired: None, Owner will he oaid directlv for me",hanlable timber in the amount of $3 I 2.00 for
co t 'hutin value to the ro e and or owne emaval and resett' a 3 0 lineal feet of 6' hi' chain link ence 'n the
a ount 6 9 00
Explain
Explanation of variances between reviewer's and appraisal: ~
Determination of Value:
Allocation of Just compensation:
Before Value $
After Vatue $
210. tOO
192.400
JUST COMPENSATION $
Acquisition $
Damages $
8.700
2.405
6.295
$"/J8/7f
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lIS or
I, the review appraiser, certify to the following:
The above appraisal report has heen reviewed by the undersigned and were found to have followed accepted eppraisal
principals and techniques in the valuation of real property in accordance with existing state law, That the determination
of value which is set forth bclow has been independently reached based on eppraiSRls and other factual dala of record
without collaboration or direction. That I have no direct or indirect present or contemplated future personal interest in such
property or in any henefit from the acquisition of such property appraisal. That I have personally inspected the property
to be acquired and the coml'arable sales applicable thereto er.cept os set forth below. I further certify that I understand the
determination is to be used 10 conjunction with 0 Federal Aid highway project and because of items compensable under state
law, but not eligible for fedcral reimbursement, . 0 . of the approved just compenllDtlon is
incUgible for federal reimbursement. ," ..L '
/ $ ;:::;U-~ /9:;: jL ~.....J~/t;;A.'l5#
,,/ Date Reviewing Appraiser. Jefferson County
Concurrence and Authorization:
The Boord of County Commissioners of Jeffcrson County does here indicate its concurrence with the above certification
and does authorize further ection by the County Engineer to roceed accordingly to eSlllblished procedurel with the
acquisition of the designated properly, ,
I/u J.4ud -~;).. 1991
Dote .
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f'REVIEW APPRAISERS CERTIfiCATE
DETERMINATION OF VALUE
COMMISSIONER CONCURRENCE/AUTHORIZATION
'2L),
Project No.: Chimacum Road Imorovement. CR0953 Federal Aid. Number: RS-OI6t-(002) Parcel No. 901024003
Map Sheet-L of -L Sheets Map Approval Date: December 20. 1993
Date of last map revision:
N/A
Owner's Name: Michael and Lawrene L. Rodrilrues
Owner's Address: 21721. 35th Avenue SE. Bothell. WA 98201
The following appraisals have been made, and submitted on this parcel and are as follows:
Date of Before After lust
Annraiser Valuation Value Value Comoen<ation
Allocation
Takinl! Damal!es
I. Randolph Mosher
8-12-94
$ 7,900
$7,900
(strip appraisal)
The following determinations of value have been made on subject property.
- 0 -
$7,900
- 0-
Review Appraiser
/;A!c<A..d
Amount Date Revised Amount Date Revised Amount
(I) '79C'~1 ~!f/99' (2) (3)
00 ~ W
Reviewers inspection and analysis: (List buildings, structures, fixtures, and improvements to be acquired. Explain
variances, if any, between reviewer's findings and appraisal(s). Use back if needed.)
Date
Improvements to be acquired: None. Owner will he naid directlv for merchantable timber in the amount of $1.Ot9.oo
for contrihutinl! value to the oronertv.
Explanation of variances between reviewer's and appraisal: None
Determination of Value:
Allocation of lust compensution:
Before Value $
After Value $
7.900
- 0 -
Acquisition $
Damages $
7.900
7.900
-O-
DS of ~//n:/9"'"
JUST COMPENSATION $
I, the review appraiser, certify to the following:
The above uppraisu' report hRS been rcviewed by the undersigned and were found 10 have followed accepted appraisal
principals and techniques in the valuation of real property in accordance with exiating state law. That the detennIDation
of vaTue which is set forth below has been independently reached bused nn appraisals end other factual data of record
without collaboration or direction. That I have no direct or indirect present or contemplated future personal interest in such
propel1y or in any" benefit from Ihe acquisition or such property eppraisal. That I huve personully inspected the property
to he acquired and the comparable sales applicable thereto except as set forth below, I further certify that I understand the
detenninaUon is 10 be used in conjunction with u Federal Aid highway project and beeuuse of items compensable under slate
law, but not eligible for federal reimbursement, . 0 . of the approved just compensation is
ineligible for federel reimbursement.
/;:? 4..... a /999-' df/::~:?'~~~
;> Date P Reviewing Appraiser, Jefferson County
Concurrence and AuthorllJltlon:
The Board of County Commlssionera of Iefferson County does here Indicate Its concurrence with the ebove certification
and does autborize further action by the County Engineer to mcoed accordingly to established procedures with the
acquisition of Ibe deslllnated property,
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JEFFEION COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary Rowe, P.E" Director / County Engineer
MEMORANDUM
DATE: August 17, 1994
TO: Robert G. Nesbitt, P.E., Deputy Director - Engineering
FROM: Aubrey Palmer /p#
SUBJECT: Appraisals for Chimacum Road Improvement, County Road
project CR0953, Federal Aid Project Number RS-Q161(002),
M.P. 0.06 to M.P. 0.41.
Engineering staff hereby requests review of appraisal reports
completed for parcels appraised by J. Randolph Mosher, MAl, of the
fi~ Richax'ds and Associates located in Bremerton, for above
referenced project.
Attached please find completed reports for six (6) parcels
inspected in connection with acquisition of right of way for the
Chimacum Road Improvement Project. Also included is Review
Appraiser's Certificate/Determination of Value/Commissioner
Concurrence Authorization form for execution, if reports are
sufficient.
-~
If you need further information or have any questions, do not
hesitate to contact me.
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xo: CR0953, rwconsult.
attach: AppraisalS documents (6)
Preliminary DV
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JEFFERSON COUNTY
BOARD OF COMMISSIONERS
Consent Agenda Item
FOR WEEK OF:
Mav 16. 1994
I. DESCRIPTION -- a brief description of the agenda item:
Please include project, road, contract, grant, etc. number if one is
available for the Commissioners' Index.
Request for approval, concurrence, and authorization to
proceed with right of way acquisition for parcels
identified on True Cost Estimate for propertios
identified as meeting requirements of the minimum value
policy. The request is in regards to Chimacum Road
Improvement, county Road project Number CR0953, county
Road No. 932507, Federal Aid project Number RS-Q161-
(002), M.P. 0.06 to M.P. 0.41.
II. ISSUES a short outline of the major issues or areas that
should be given particular attention:
III. ACTION what is the nature of the action the Board is being
asked to take (discussion, approval of a contract, support for
a grant, etc.)? You may also want to express the department's
position or recommendation.
The Board is asked to approve and sign the memorandum
where indicated, and return the original to PUblic works
tor further processing.
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary Rowe, RE., Director/County Engineer
MEMORANDUM
THRU: Rohert G, Neshitt. P.E,
Deputy Director, Engineering
TO: Robert H. Hinton
Chairman, Board of County Commissioners
Name of Project:
TO:
Gary A. Rowe. P.E.
Director Public Worksl
County Engineer
FROM: Aubrey Palmer
Dute:
May 10, 1994
SUBJECT: Re9uest lor IIpprovn), concurrence, and authorization to proceed with right of way acquisition of the following
deslgnnted properties for the ahove referenced prqject.
Dear Sir:
BlIsed on the Tn,e Cost dated Januory 5, 1994 and the nuthority granted below, I hereby authorize you to make the first
offers on the following parcels:
~
First Offer Amount
901024039
901024040
901024041
90 I 024046
901024048
901024099
90) 024050
90) 024049
901024104
901024032
901024072
945400002
973500116
$ 432
$ 287
$ 674
$ 287
$ 287
$ 250
$ 432
$ 432
$ 574
$ 1,439
$ 1,005
$ 824
$ 1,294
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Rccommendlllinn and Approvnl:
Reviewed lInd recommended by: 4i?-~~..d.H
v ohert G. Neshllt, P,E.
Deputy Director, Engineering
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Approved hy:
4~a:K-
Gury A. Rowe, P.E,
Direclor Public Work.q,lCounly Engineer
Concurrence nnd Aulhori1Jltion:
.
I' 0
The Board of Commissioners of Jefferson County does here i
proceed IIccording In eslllhli,.hed prueednres with the lIcquisi .
'YV, La) I!.Jj I tJ 94
, , IIle
[inion, Chairmlln
unty Commissioners
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Seattle First National Bank
Properties Operations
P.O. Box 34033, HOB 16
Seattle, WA 98124-10333
Tax 57, Parcel Number 901024035
Charles E. Russell
1460 East Marrowstone Road
Nordland, WA 98358
Tax 42, Parcel Number 901024020
Scott W. and Mary K. Smith
P.O. Box 445
Hadlock, WA 98339
Tax 74 (N'ly 80'), Parcel Number 901024051
Wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339
Tax 74 (S 52'), Parcel Number 901024052
Patrick E. McAvoy
50 Carey Court
Port LUdlow, WA 98365
Port Townsend Realty, Inc.
Richard and Linda Spindor
P.O. Box 911
Port Townsend, WA 98368
Tax 64, Parcel Number 901024039
Norman K. and Kathy A. Howard
590 Flagler Road
Hadlock, WA 98339
Tax 65, Parcel Number 901024040
Gregory and Trudy Boeitker
430 Nor'th Bay Way
Port Ludlow, WA 98365
Tax 66, Parcel Number, 901024041
Howard S. and Elsie M. Delp
P.O. Box 113
Hadlock, WA 98339
Tax 70, Parcel N~mber 901024046, and Tax 72, Parcel Number 901024046
Robert E. and Ardella F. Murray
628 Gise Street
Port Townsend, WA 98368
Tax 69, Parcel Number 901024045, Tax 73 (n'ly 50') Parcel Number
901024050, and Tax 73 (Less N'ly 50') Parcel Number 901024049
3eee~h P. S~raee 3~
2414 NW nl~e nid~e Dri~e
eca~tle, WA 90177
~au 85, Parcel Number 901024060
Joseph P. Surace Jr.
1800 Mill Creek Road, #30B
Mill Creek, WA 98012
Tax 85, Parcel Number 901024060
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2034 West Valley Rd.
Chimacum, WA 98325
Tax 153, Parcel Number 901024104
Douglas and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339
Tax 54, Parcel Number 901024032
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P.O. Box 844
Hadlock, Wa 98339
Tax 98 (with Ptn. Vac. Str's.), Parcel Number 901024072, and Lot 1,
Block 1 (SE'ly of Co. Rd.), Morrissey's Addition, Parcel Number
973500101
community united Methodist Church
P.o. Box 240
Port Hadlock, Wa 98339-0240
Tax 68, Parcel Number 901111018
Time oil Company
P.o. Bmc 24447
Term. Annex.
Seattle, Wa 98124
Tax 86, Parcel Number 901024061
William D. Breitweg
P.O. Box 22
Hadlock, WA 98339
Tax 141, Parcel Number 901024101
Michael and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021
Tax 62, Parcel Number 901024003
Michael D. Orth
P.o. Box 387
Hadlock, WA 98339
Lot 4, Wiedman Short Plat, Parcel Number 901024096
David o. and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368
Lot 3, Wiedman Short Plat, Parcel Number 901024099
Mr. and Mrs. Schores
Alex and Rejane N. Mintz
270 Snagstead Way
Port Townsend, WA 98368
Lot 2, Wiedman Short Plat, Parcel Number 901024095
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Rt 3, Box 238
Port Townsend, WA 98368
Lot 2, Cotton Long Plat, Parcel Number 945400002
Demetrius & Nancy Lou Katsikapes and
Reinhold F. & Patricia A. Bergstrom
P.O. Box 128 (work address)
Pt. Hadlock, WA 98339
Lot 1, Cotton Long Plat, Parcel Number 945400001
William G. & Linda M. Sleasman and
William L. & Dorothy M. Ferris
2252 Page Road
Port Angeles, WA 98362
Lots 2 & 3 (less R/W), Parcel Number 973500103, Lots 4 & 5, Parcel
Number 973500J.04, Lots. 26 thru 29 & Vac. ptn street, Parcel Number
973500115, Lot 30 (less R/W &. Less Ptn. N. of Rd.), Parcel Number
973500J.16, all of Morrissey's Addition Block 1
Margaret F. Vines
380 Bayshore Drive
Port Ludlow, WA 98365
Lot 1, Less R/W & SE'ly of Co. Rd., Morrissey's Addition Block 1, Parcel
Number 973500101
Donald A. and Myrna A. Corbett
4317 N.E., 55th
Seattle, WA 98105-2232
Lot 1, Lopeman Short Plat, Parcel Number 901111014
Kenneth E. Livingston
71 Windship Drive
Port Townsend, WA 98368-9445
Lot 2, Lopeman Short Plat, Parcel Number 901111015
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261"()13 REPORT OF CONTACT WITH OWNER
Change 19
May 198'
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REPORT OF CONTACT WITH OWNER
DAT.'lIi or CONTACT
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Change 19
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01-21-1994 09:32AM FROM JEFFERSON COUNTY PUB WRKS TO
93859172 P.01
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RESOLU'l'lON NO.~ 1"':1......,.. 11. ......;111~('
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MiEREAS. this lIIatter OOIIIing to be heard on the 28rd day o~ Jime, 1986. upaa thB
reports BubtlittBd by the JB~~el'flon County Public Abr.lcs /Jeptlrtllent with respect to the
vacation Bet ~orth :In "Intent to Vacate", Jeffer.on County Resolution No. 39-88. and it
appeariDl! to the Board or County COttJlf/:lssiODer. that notiCe ,,~ hear-il18 has been posted lUld
published ~or the tilJt8 'lUld ':In the' WJlH'Jer f}l'fJvJ.ded by la." pl'fJOf of such posting and
publ:lcat:lolJ being 11011 on file herein, and said Board MVinsr the other evidence adduced and
being fUlly advised in the PrellliSBS, does _ find and detormillft that thepubUc Ifill be
benetJ.ted by the W1catJ.on thereof;
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3,02449
In the .atter or
Vacation or thfl Old Lowl' Hadlock 1C
Rood 1C
NOli 'I'HEREFORE BE IT 1Ul'SaL1IE:D. and J.t J.s HEREBY ORDERBD :
1hat pol't:lon or the dxty {SO} foot J.n "'ldth by tJPPl'01Cl."tely 1.026 I'eet In lell(fth 01'
the Old Lower Hadlock RtJlJd, lfJJIlnsr In SectlOJlSt 1 and 2, 'l't:lNn$hlp 29N., R~ 1 Ii. IUt. ,
OOJNnenoing at the nortmul.terly rJ.11ht 01' MlJI' of the inter.ection 01' Oak Bay Road, County
Road Nlm/bel" 940'07. and IlWIdalfl Road, County Road NUttlbeI' 93S507, as sJIOW1/ on thtI PllUl for
County Road Project Number CR0582, on fil" at the JeEfemOD County Public Works Depart:J:/Bnt,
thence easterly to the NtlBttJrJy 1'.I8ht of IlIaY of the r-l" Hadloclc Road, COWlty Road Number
652609. lbeoaptlng theret'roirl BnJI PDl't.lm 01' the IIJ.Jtty (SO) flfet J.n width .outherly
extendon of $oott Road, County Road NulIool' 651509, lY1nsr nortller-ly or the centtlrllntl of
BaJd Old /.owtel" Hadlock Road,
be, and the 8811' iB Mrtlby vacated and abtmdOMd I'unuant to RCff 86.87.1#0.
BE IT JlfJRTHBR RESOLVED, that Jefferson County IIMll retflin lUl tlaSfMltlnt for dra:L1It!IgtI
purPOStl8 alonsr thtI ltlngth or the vacated .portion or tbtl road.
ORDERED thJt: 2.3 dfJJI ~ J...>>-c ,1986.
BOARD OF JEPFBRSON COlJNTlt CONHI$SlONBRS
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John 10. Pitts, Chal.rtIIt!II1
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106-450, DEEDS (l)
98863
F1l.ed t()uary 15.th. 1943.
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Paul W. Thiele, as Treasurer o~ Je~ferson County, State o~
Washington, the party of the first part.
to
Ott Lopeman, party of the second part.
COUl~ DEED. Dated January 15th. 19~3. Cons. $64.00.
No. 3087.
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WITNESSETH. That whereas. at a public sale o~ real estate, held
on the 12th day of December, A. D. 1942. pursuant to an order of
the Board of County Commissioners of the County of Jefferson. State
of Washington, duly made and entered. and after having first given
due notice of the time and place and terms of said sale, and whereas
in pursuance of said order of the said Board of County Commissioners
and of the laws of the State of Washington, and for and in considera
tion of the sum of $64.00, lawful money of the United States of
America. 'to me in hand paid. the receipt whereof is hereby acknol'lled
ed, I have this day sold to Ott Lopeman the following described real
estate, and which said real estate is the property of Jefferson
County, and whioh is particularly described as follows. to-wit:
Lots Nos. 10 to l5. inclusive. in Block 2 of Morrissey's Addit10:
to Hadloak; also
l;.~~~~' pa.r~ elf :the northwest Q.uar1;er of the Northeast Q.uarter
;(NW'~oflm;)lyingweste:J~y o,fthe County Hoad. irlSection 11"
Township 29 North. nanga 1 West , Vol. M.
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situate, lying and being in Jefferson County. Washington,
the said Ott Lopeman being the highest and best bidder ~t said
sale, and the said sum being the highest and best sum bid at
said sale;
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DEEDS q--:)
98616
Filed ~)amber 25th, 1942.
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Paul W. Thiele, as Treasurer or Jer~erson County, State or Washingto
the party or the rirst part,
to
C. W. Olsen, party or the second part.
COillfTY DEED. Dated November 25th, 1942. Cons. $220.00.
No. 3077.
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WITNESSETH, That where~s, at a public sale or real estate, held
on the 19th day or October, A. D. 1940, pursuant to an order or the
Board or County Commissioners or the County or Jerferson, State of i
Washington, duly made and entered, and arter having first given due
notice of the time and place and terms of said sale, and whereas,
in pursuance of said order of the said Board of County Commissioners
and of the laws o~ the State or Washington, and ror and in consider~
tion of the sum or $220.00, lawful money of the United States of
America, to me in hand paid, the receipt whereof is hereby acknowled
ed, I have this day sold to C. W. Olsen the following described real
estate, and which said real estate is the property of Jefrerson
County, and which is particularlydescribed'as' rOllows, to-wit:
Tax No.3 containing 21.73 acres, more or less, in Section 1,
Township 29 North, Range 1 West, W. M., being further described as
the West 717..36 feet (measured along North line) of Government Lot
No.4 of said section; ~also that part elf the Southeast Q.uarter of
the Southeast Q,uarter (SE1;o1'SE~), lying'east.ofthe county road,
oontaining 25 acres, more or leas,>inSeotion 2, Township 29
North, Re.nge 1 VTest, W. M.
(This Deed issUed pursuant to County Contract No. 315)7
situate, lying and being in Jefferson County, Washington,
the said C. W. Olsen being the highest and best bidder at said
sale, and the said sum being the highest and best sum bid at
said sale;
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106-177
F1J.ed May, r ..?th, 1939.
DEEDS
87309
Paul W. Thiele. as Treasurer ot Jetterson county, state ot Washingtol
the party ot the tirst part,
to
Wal.ter and George Andresen, party' ot the second part.
COUNTY DEED. Dated May 18th, 1939. Cons. $40.00.
No. 2813.
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WITNESSETH, That whereas, at a publio sale ot real estate, held
on the 13th day ot May A. D. 1939, pursuant to an order ot the Board
of County Commissioners ot the County ot Jetterson, State ot Wash-
ington, duly made end entered, and atter having tirst given due
notioe ot the time and place and ter.ms ot said sale, end whereas, in
pursuance ot said order ot the said Board ot Connty Commissioners,
and ot the laws ot the State ot Washington, end tor and in considera-
tion ot the sum ot $40.00, lawful money ot the United states ot
America, to me in hand paid, the receipt whereof is hereby aoknowledl
ed, I have this day sold to Walter and George Andresen the tollowing
described real. estate, end whioh said real estate is the property ot
Jetterson County, and which is partioularly described as follows,
to-wit:
That Part ot SEi ot SEi lying Westerly ot secondary Road projec1
No. 10, in Section 2, Township 29 North, Range 1 West W. M. end con-
,taining 11.67 aores more or less.
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And there is reserved trom the lands herein gr~, a~.
right ot way thereon tor all public highways that~n-
struoted by the autho~ity ot the Board ot Commissioners of
Jetterson County, Washington.
situate, lying and being in Jefterson County, Washington,
the said Walter and George Andresen being the highest end best
bidder at said sale, and the said sum being the highest and
best sum bid ,at said sale;
Now, theretore, know ye that I, Paul'W. Thiele, Treasurer
ot said County otJetterson, State,ot Washington, in considera-
tion ot the premises and by virtue ot the statutes ot the State
of Washington, in such cases made and provided, do hereby grant
and oonvey unto Walter and George Andresen, their heirs and
assigns torever, the said real estate hereinbefore described, as
tully and completely as the said party ot the first part oan by
virtue ot the premises convey the same.
Given under my hand and seal ot offioe this 18th day of
May A. D. 1939.
\
( TREASUBER' S SEAL)
Paul W. Thiele, Treasurer ot
Jefterson County, Washington.
~oknowledsed on May 18th, 1939, in.the State ot Washington,
County ot Jefterson, betore Paul M. Richardson, Jetferson County
Auditor, by Paul W. Thiele, 08 the Treasurer ot Jetterson Ooun~y,
Washington.
(AUDITOR'S SEAL)
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COUNTY DEED-No. 116
JEFFERSON COUNTY, WASHINGTON
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ID11i1i 3Jullenture. M..d. thISnn............,1...7...1:::..............,n................n.........day or......df~...,......,....m,.. 19n!bP.: b.tween
nm'....,.n...n.'.n....~.~n'~'a.~......nn...n.........,........,...................................-:;....'.., ..s :;re..sur~r or Jelterson County. Stste 01 W..shlngton,
the party or the ftrst p..rt, an~;r~~n~<!)~~,~,:T..,~.......n................. party or the s.cond part,
WITNESSETH. That whereas, at a public sale of real estate. held on the..................#:..~.m........daY ot,-(...iI. ~~............A. D. 1'J~
(lUrHuant to an order of the Board of County Commissioners of the County of Jefferson, State of wa8htngt~~;.~d;..~~d.. entered. and atter
having Orst given due noUce of the time and place and terms of said sale, and whereas. In pursuance of said order of tha said Board of Connty
Commissioners, and of the laws of the State of Washington. and for and In consideration of the sum Of~-:: ~.......(.."l.~ti!-:;..~..;;.)........
Dollarf;. lawful money of the United States of America. to me !n hand paid. the receipt whereof Is hereby acknowlK:;~~d:' I have tJlis day sold to
....,~,;r~u!f!.J,...9!~..f~,~.n........................u....th. rollowlng d..erlb.a r.al e.t..t., and which .ald re..1 est..t.
Is the property of Jefferson County, and which Is particularly described 8S fonows, to.wit:
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BItUate,~y g and baing In Joll'erson County. Waohlngton.
the .ald "" " ....c1"~u.~......~~,...?"~I!.t.<<..-...."................,b.lng thB hlgh.st and beBt bidder et Bald Balo, and tho said
Bum bolng ho hlgh..t ..nd b.ot ."m bid ..t s..ld sBlo;
Now, thoreforo, know )'0 that J,................r;z:I~~.....(/....&.iffn~..........._.........................................................................................., Treasuror of
8Rhl County cr J.lter.on, StRte or Wu.hlngton, In conBld.r~tlO or tho preml... and hy virtue or the .tltUt.S or ;z St..te or W...hlngton, In sun}
eRROS mode ond provldod, do hereby Ilrant ..nd conv.y Ullt ~,...~~;)~..f:.~,.. .....~"'"'--.._J...u.. . ~
holr. nnd ....Ign. rorover. tho .01,\ reol eotnto h.relnbercre d erlbed.... rully end completely Il. tho .ald party or tlte lIr.t p..rt con Ity ~lr the
premlsoll convey th('t sn.mo. :cJ..
Olven undor my hand ond .001 or ollie. lhl.....,......L7...:.::.........,....day Ol.......~.....,........................................... A, D.. IPu~P."'
~..u..L "."..,.........,.............,..,d~;:.:{.J;;~'iii';:;.Wji~.hinrioii:........
STATIC OF WAOmNOTON. } ..,
OonRly or Jo"or.on
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STATE OF WASHINGTON. }
County ot Jefferson B8.
No...............,l?.,?...~:.................
IDl1i.a 3Jttbruturr. Mode thIS.................l...7-..:rf:::..........,...,.............................day or......d~..................... 19..~ betweon
...............,....,.......~.~..,~.....................................................................-:;......., as :;reaBur~r 01 Jerrerson Couoty. State ot Washington,
the party 01 the first part. an~.;r~I!-UcL..~..:f!~.~,~.."!t.,~,.......,..........,..,... party 01 the .econd part,
WITNESSETH. Th.t whereas, ., a public sale 01 Teal estat.. held on the.........,........~:~.............day or--L..... ~~-!! ~............A. D, 19~
purl:luant to an order of tbe Board of County Commissioners of the County of Jefforson, Statu at 'Va8hlng~~;~d;""'~";d" entered, llnd utler
havlnr, Orst given due noUce of the time and plnce and terma of 8ald lale, and whereas, In purftuance of said order of the said Board of Connty
Cum missioners, and of tbe laws at the State at Washington, and for and tn consldoratlon of the sum Of~'":: ~.......(..,sz.?:..t;1~;..~~.)........
DOll~}J' I~Wful money of the United States of America. to me In hand patd. the receipt whereof la hereby acknoWlls~;d:' I have tJlIs day sold to
.....~.J:.~../!j.4..~~..f~.~......m........................the following dellcrlbed real estate. and which aald real estate
Is tho property of Jefferson County, and which is particularly described as follows, to-wit:
~ .;J.J.:3/_~J'j:7~ ~_ 3c ~ ~ 17~.v ~ ~
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B1tUate~IY g an". being tn Jefferson County, Washington,
the aal ...,. ,.' ,..c7"~...~......c:;r~,...~~U<<.-.....................,belng the hlgheBt and beat bIdder at .ald .ale. and the said
Bum being he highest aDd bost Bum bid at said aalo:
Now, therefore. know yo tbu.t I,................~.....t/.....~-1!t.f:.4......................................................................................................, Treasurer ot
said County of Jcf(erson, State of Washington, In eonBlder~t10 ot the premises and by virtue of the statutes of ~ State of WashlngtoD, In sue;
cnsea mnde .nd provIded. do hereby grant and .convey unt "-.........,..,'~.c.t.&l~;l.~..f.:.~,.. .,....,:f"t.f.:nd...,~..~.,~
boirs and asSlgOB torever, the said real estate hereinbefore d orlbed, as fully and completely 118 tho said party of tho first part can by ~'i;:{G;6r the
premlsas convey tbe same. ~
Olven undor my hand .nd .enl or omee thl.............I.--7...::::........,.....day Ol.......~.......................,.,....................... A. D.. 19..~P.""
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STATE OF WASHINGTON. }
County Of Joffefllon IS.
On thIS.......,....,1..7...~...............,.........,dnY or ........oJ:.~..................................... A, D, lO..Y.Kbelore me, the underslgnod. In and
fOI' Bald County end State, poraonnlly appORrOd..........~..:if:..~................................................... ............................, to mo paraonnlly
known nnd known to me to bo the Troasuror 0: Jortafaon County, Washington, and the person descrlbor) In Rnd who oxecuted tho toregolng
Instrument, o.nd........ho Acknowledgod to mo that.-i,..slgnc(l and oxocuted tho IRmo as Treasurer or laid County, a8......~............troo ond voluntary
net nod doed tor tho UII08 And l1urll0008 therein monUonad.
IN WITNJilSS WHJilREOF. I have hOfounto act my hand and n!fixed my olnclel aell the day and year In thla eefUncale nflt above WI'llton.
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~CITtM'OlilOUNTY AUDITOR
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FUnd lor record..~.;t...,....I.:;...:!:.......t..f..':I...f.:...............t.tI:..':#.~,e_M. ..t requelt cr TRmABURER OF JEP'FERSON COUNTY.
____HE.~.~.~.~..~P..3.............................._.........,.........................,...,....
Oounty Auditor,
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STATE OF WASHINGTON. }
County of Jeft'erson 88.
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COUNTY DEED - No. 116
1151..34
JEFFERSON COUNTY, WASHINGTON
,"aRT TOWNSEND I..~ R
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wllis 31UhtlltUrI'. Made t.hl1l.......................I..1....i::...................,......,..........d..Y ot.........d..~,.................19.!t.? b.tw.'tl
................~..d....~~..r!.~~).............................................................................................. as Treasurer at Jefferson County, State of WaHhlagtol~~
the p..rty at the IIrst p.rt. and..~..~..~.t..If?~!:'..~,~~'.~~7'~...!...~..~........,....,. p.rty at the second part.
WITNESSETH. That wher..... at a pu~llc sals of r.ol estat.. h.ld on th..................f.t.:.....................d.y of ...~......A. D. 19.1?-R.;
VUI'SUBOL to au ordor ot the Board at Oounty Commissioners ot tbo County at Jottol'9on, State ot 'Va.shlngton, duly mode aDd entered. ILnd after
having first given due noUce ot the time and place and terms of said aale, and whereas, In pursuance of :ulld order of tho eald Board ot County
Commlsslonerll, and of the Jaws ot the SLate or Washington, and tor and In cODsldoratlon ot Lhe BUill Of.sf~......................J...l~...~...~)....................
Dollal's, lawful money ot the Unltod Sta.tell ot America, to me In hond po.ld, the receipt whereot Is hGl'OlJy acknowlodged, I have tbls day sold to
'l:l:lt.t.ui-..td;""4..,~..~..??:!f.'...~M4.......,.............,............,............t1I~ following de,cl'l~ed real ..tot.. and which sold r.al ..tats
Js t~e prop.rty at J.brBon Oounly. aDd which Is portlcuhfrlY d.scrlh.d OB tallows. to.wlt:
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situate, lying D.nd belog In J flersoD County, Washington.
lhe .ald ..~...,. ,.....:,.... ..~..~..:?7.1."...~......,........,..........b.lng lbe hlgbeal and b..l bldd... a' .ald aale. and 'b. aeld I
aum b.lng lh. hlgh..l and b..l .u bid at .ald oel.; I!:. I
.ald C~:::~ l~;~~~:;~o~~o:;,:;: ~~a~~~bl~~';1:~i~f{~";'h~~~;~~;'6;':~~'d"b;"~i'~'i~~"~r";h;"~~~;;;-;~~"~t'lh~"S';~';~"~t'W~;bl~;:~:~.I~':~~: II
c.... m.d. .lId provld.d, do b.reby Ill'allt and convey unl~,P~;~;~,e..~..~.'7:TJ.".,~,~..~"""",.~~!
hell'S a.nd o.tlslgus rOl'ovel', the ..aid reD.1 estate hel'olnbefore descl'thed, atJ~ completely as tho Maid -~.~;:~;..~to drat luu't caD by Vl;:t~.R~7thd
pl'emlBfll:I convey the same. J-. ':>>-
Olv.n Ulld.,' DIY bend aad .eol 01 olfte. thl.............l,7.....~.............d.y or.......rL~.....................m......................... A, D., 19..'f..f.:"
~ ....................................'~r.{.J~~~.~6y;.W;;;bi;-;iiio~:........
STATE OF WA91-11NOTON, }
County cl J.a.raoll I..
On lbl................1...7..1I..........................,d..y or .........~......,............................... A, D, 19..'ti.'; b.l.ro mo. tbo und....lgn.d. III "Dd
tOl' Balli County and StAte, pel'woDAlly npl.leO'I.od..........~...dl.....~.-:..~./;..............,....................................... ....,..............,........, to me porHouully
known nod known to me to be the T.'Oo,SUI'OI' of Jetrol'llon County, WaBhlnvton, and the pOI'oon dOBerlbed In un~o ~xeouted tbe foregoing
IUHtrunumt, u.utl..,.....bo uaknowlodl'od to WG tho,t...J(...BJgl1od and oxocutud the Il1me IUI TI'OtlIlUl'er ot Bl1ld County, as............"..............fl.Otl nnd voluntu.ry,...""
uct aud dtlod tor tho UIIQS o,ud PUI'POalOal thOl'olu montloned. <4 t *'
IN WITNESS WHEREm'. I h.vo hOI'ounto .ot my band and .In,.d my clllclul .eollh. d.y olld y..r In Ihls .erUlle..t. Ill'.t above wrltt.n,
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FUed r.r rec.,'d......".;1!I.+w.,'",.I...'J.,..:::::..""..".."............at...~".-:.".1'.....M. at roquelL 01 TREASURER OF JEF.FI~mION OOUN1'Y,
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"...............HELEN,J.,EADS........"........"""..."".....""..,........, ...",.,,,........,,,......,,.,,,,,,
Coullty Audltcl',
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NO. 315
DUPLICATE
CONTRACT FOR TREASURER'S DEED
TO TAX TITLE PROPERTY BELONGING TO JEFFERSON COUNTY, STATE OF WASHINGTON
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STATE OF WASHINGTON. I...
COUNTY OF JEFFERSON
THIS AGREEMENT. M.de aod eotered 1010 thl.,.....",...",..?.:.a,~..............................,day Of.....................~.~Y..~~,~~..............,............ 19....~.~ by aod
between .....................................~~~.~...~.~.....'!:h.~.~.~.!....................................................... as Treasurer of JettersOD County. State of Washington, vendor.
aod ....,.................................,................................,..............................9...~....Y{..!.....Q;!:.II.~~..................,.........,..................................................................................... veodee,
WITNESSETH. That whereas. at a public sale or real property. held b~tween tbe hours of 9 a. m. and" p. m., on the...........~.~.~~....................
day of.n.......n..............Q.Q.~.~Q~.~.............n................................., 19n~Q... pursuant to an order of the Board of County Commissioners of Jefferson
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County, State or Washington. duly made and entered. and after having first given due noUce ot the time and place and terms of said sale 8S
required by the Law. of lhe State 01 Wa.hlogtoo. the .um oL~9.....~~~,~4"..~~!}.~7....,~.".~9./;!,9..9....,~...:::....~....:'..m:'.....:'.....:'...,:::...Dollar.
($.gg.Q.I!.Q.Q.........) was the highest bid l'ecelved at the aforesaid sale. for the following described real property. to.wlt: ..................-...........................
....~!l:~....!.'!.9..L..~,.....!?.9,~~,!!:~~.!,r.!,g...!l:.'Q9.!-?:~'m!?..,,7,~....~,!?,r.,!.!......!,~"..~.El,!?~.~.9.~....;!,lm'~';1.~....!:.l:1.El.....;3.9.~,~J.l,!,8.:....~..~,~~,;:~.!.~,.....
....J~~t.Jm'9.f....:t;:h.:~,..~9.~:t;l:1.~~.~,:t.....~p.,8.::r..~.~~...J.~,~.tL..~.1~,rl,~,..,~,8.:,IJ,~....~~....~,~1l,?~,1....r.,'>.~,~...,~~....~.~.':l:t;.8.:~?:~~'~..'..mm.m'
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.....?9.,...8.:.!?~,El.!!..,....!I:\9.~,~...,9.~...J.El.~.El,.......~,;1.....~,~.g.!:.~.9.~,..~.......~9..w.!.l~:h.:~p.....?.~...~.9.:r.'~~.!..m~'~'g~m'!'..~~.IJ.~.."....!Y..~!,~..!.,..........,........".
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~\~::~:11:t:..:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
Fo,' .nd In coo.lderatloo ot the alore.ald .um Of,......~!.~...~~~,~~.~.~....'!'!,~,~t~...~...~,~(~g~..":::"..:::,,..:::.,,:::...:::,.. DolI.r. ($....~~9.~.9..~......),
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the County ot Jefferson, vendor. by and through Its Treasurer, hereby agrees to sell and convey to..........................................................................................
..........................................g..,...Jv..'!..'..;Q~.@.~~............................................... vendee. b...t.~................m....belr8 and assigns. forever, tbe above described real
property. subject to the followlnK condltions:-
The purchase price of said property is to be paid In lawful money of the United States of America, 8S follows: Twenty per cent of the
totol purchase price to be paid at the time of Balei the balance of sold purchase price to be paid In ten equal aDnual Installments of..........................
.....~.'!!.!~~~,!!.~~....~....~.QL;!;9.,Q....:-....:::.....:-....:::....:::....::-....,:-....:::....:::...,::: Dollar. ($~,7,!..~.Q...............). comm.oclng'November I.t followlog the date
of said sale Bnd annually thereafter. The purchaser shall pay six per cent Interest on all deterred payments, Bald Interest to be paid at the
time tho annuallustallmont Is due. In canforDllty with the requirements ot Chapter 203. 8e8810n LI1WB ot 1927. of the State of Washington.
.
The purchaser .luLlI pny bdtore delinquency all taxes and assoltsmenta fhll.t may bo levied or IlSSOlllted ll&"alnlt auld prOptlrty subse..
quent to tho datu of thla co:ntract 01' awrMment. 8180 fLU &Hlnlllmonta that flOW Ibl.nd aB II Ihm IlII'aln8t tho proJ),trty deBcrlbed heroin.
TJle llu.'~hlUI~,. lUll> mu.hu pnymll"t In tull u!; l~n)' tlmlJ Clt '.n,y bfll.IU':i,I JUt. un t~e tt.tr.l pUI'()h'j,II".;'I'lc... pilla ol,;cru..,d Ir,~~ruAt I.n DlIl,;h lJull:.ncr..
Thu pUrChR.8tlr shIll I. ut nil times, keep the Iml)rOVOm(lntl on the herbl" delorlbdd proporty flllly Inlurftd Bgalnllt 1080 by tire.
The purchll.8cr IIhll.1I not remove any timber or Improvumentl trom the heroin described proporLy before flnnl paymont 18 made unlel8 conlont
In wrltlnar of vondor II nut obtained.
d""dYf~et't:ht~r,;:r~~::::ibh~~B ~(l&:crt'~~II~~n6~~p{~~12o,.~.t~:It~:~~I}~::.f~fttiD~~~':,t~f1~u~~Il:~t:fe~a.t~l-;.;io~~or Ihull execute and dt>llve: to the vendee"
Tlme II the els.,nce of this contract, and In ovunt ot a tnlluro ot the vendee to mll-Ito payments Ilt tho time llnd In the manner rCflulrlU' and tn
ktwp and pertorm tho covonants and condltlonl horeln required ot him, this contract m...y bo torfelted nnd hlrmllllltad at tho "Icctlon of tho vendor;
nnd In ovent ot '!llld olectlo" nil Mumll herototorn puld by tho vnndee IlhJLII be fortolted R' liquidated dnmnKoB tor fullure to comJ'l1y with thft pl'o.
vlalona ot thU contract. The failure of Buld vondur at any tlmo to roqulTo portorml1DC8 b~ 8R.ld vondR8........ ot uny provl81an ht!rllot', ahnll In nu WilY
~~~~:IJh~q r~~h~ ~1\r;;~~_~:J:~~~:~~'~.:ob~~~~c.E1~]~~~1:.~~_~~~:_O..~~~II~O:r-~~.::a~:~t~y~:ft~~~,~'Ch ot unYJ~!~~~__~~~.~ tnkt>n
~.. th.cre I,., ,r"....r,v.,.,..t.rom. the IAlld." heroin d,'.C,',rlbOd fl rlllht. of w,ay thereon tor all PUblic hhrhways tlllt~c conltructed by tho ILuthOrlt,)
( ot 'the lInard .?~c:~.~>~~~~_I~~.~~s__~~~~~~~on County. Wa.hlnH'ton. . ~.....n
, -----~i~~~i~l tweoty per cont of tho PU~~h;.'~ -~~I~~-~,;;~uniiDg-tO:::,:F..Or.'.ty..".f.Qur....&,..N,I)t..~Q,g,::"!'=::"::='"''''''""::':,,,.:::._....,.::-,.,,,,,,,IDoIlar".
($........."....................,) I. hereby a.koowledged. ,
StHced nod Sealed thl......,............,......J?g,~......"....."....................day of..,.",:........,'",,,,~,9.V.,4m\!i!.~,r.,''''',.,..,,.,'''''',.,......".....'..,. A. D. ID,,~9...
Purch...r: '..~.....~""rt:!~,..e.r.c.LL....,."..".............,......."
..,""',.:,,,..,,",,..4-',v.,,,8.?,,f!.~.,,...!.l..~,.,''',..,,......,,,,...,..,,"..""""..'.
Addre..: ".S.J..W.."".~,~...",~fe.&..~"...
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.'.-;',,,.._=.,,.._,,,,~,.. -'", ~._--I;j.i~R;"I';;'i;''';.''' _..~--_.
"at u,{'m~ti)~~~Wlfllr No. llnd 1~,I~'t~L~~"~~ Intnroat n;gIW' u~~ 1:~:~~~I;t
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...,"",...."....".."',..@~,..d;.."..~,,,',.,',,.,...,,,.,..
TrOUBuror of JOrror8oR County, WU8hlnnton.
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))"to Paid
nncnll)l No.
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.: I Nov, I. ID"".~,~..,,, ..."..""",...J.1,,, ,e" ",,,,,.,,,,....,,..,,1,,, '!!.,~ ..,,,.....,....,,k.;;1.. .LP.. ....",Q.~.I...3..n".1.94.1." ,....9.f...f.",J...........,..,.., r
.,,~ Noy, t. ID,,,.~~..,,, ..""",........./.,,7.. ~..t., .................. ..,'/... ,Dr., "."...."......-?:,1... I...(!.. ....~,~,!"'~,,~...!,~......., ..1..f?..7...~..J........d:t/.
..,3 Nov. t, ~o""::"..."" / '. " ,...."j" "'............,,~. ,;-\' Iril"!'n'Lr~y~"~' ~':rrJ;"il"""[1""''''''''''''''' ........""",,,,,,,,,,....,.,,,,..,,,,,,
""..,.."J:.!?~"~.gQ..,,....., ...4 Nov, t. 10...",,,....,,.. " ..,,,,,"..',,..,,..,,,, ..,,,,,. ..",."""",..J.J,:::, .."'''' ."",,,,,..,,"';,;, ,~. """" :";'';',/'" .' .... , ......"...." "..,....".."...".......""."'....."
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Purcha.er: ,..~......~,...(!)~..t/.Y.:I./.......,.......,....."......,.......
.........:............~..v....,8..~.....,!..l..5..........d)'...............,......,..,.
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CONTRACT FOR TREASURER'S DEED
TO TAX TITLE PROPERTY BELONGING TO .JEFFERSON COUNTY, STATE OF WASHINGTON
DUPLICATE
STATJil OF WASHINGTON. I...
COUNTY 0[1' JJilJl'FJilRSON I
THIS AGRJilJilMENT. Made and entered Inlo thl.....,............?,~.~...............................day Of.....................!.!?!.~!?.~..,......,....,.........,., 19....~,q by aad
between .....................................~!:~.~...~.!.....'!~~.~.;.!....................................................... 88 Treasurer of Jefferson County. State of Washington. vendor.
and............................,.............................,..............,.......,....,.........,.....9...!...,w..~.....Q;!,.~.!~,................,.........................'.................,...............,....................,...............vendee.
WITNESSETH. That wbereaa. at a public sale of real properly, beld b~tweeD the hou... of 9 a. m. and" p. m., OD the...........~.~.;~....................
day or..........................9.9.~.QQ.~.~.......................................n........ 19..'~Q.., punuant to an order of the Board ot County Commissioners of Jell'ersOD
.~
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County. State of Waabington. duly made and entered. and after ha.vlnK Arst given due notice of the time and place and terms of said aale alii
requIred by the Law. of the State of Washington. the sum Of...~9.....~~~,~....~!!!!1P:~:..,.~..J~9.I;!,9..9.....::: ,..::...,:::....:-::...,::".....::..,..::....:::.,.DoIl8r.
(,.gg.Q.!'..QQ.........l waa the hIghest bId received at the aloresald sale, tor the loJlawlng described real property, to.wlt; ...................................".
",..r!':~..,.~.!?!."..;h.,.9..Q,l?:~,!':~~.~,f},g.,.~.Q9.Y.:~....~?..,.7~....~.!?r..~.!.,.."J,~....~,~,!?,~,j"!?~....;!,1.,,.~~~.,.,~!:l~....,~C?~,~h,~,8.:,!.~,..s.~~.!:~.!!,~......
",J,~.E.l>.,.5?f....:t:h~"..~,~Y.::t:h!l.~.~,:t:,',.~~,8.::IC,~.~!...."t~,~}J.,...!,Y.:.j"~,,..~,8.:.~.~....().~"',C?,~~~,l....~,'?~,<i..,..~cl.....~,~,l1:,~.8.:~.n.:~~~,.,",..,"" "
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,....??...!':.g,~.~.~..t,...~9.!.,~....!?.r.....~,~.!3..~,'-.....1.,l?:....~,~.g.~~.!?l?:...?L..~.~.vp,.s.:h!p....,?~...~.!?!.,~~,'-..J:~.~~!l.,...;L...,~~,s.,~....,..Y!..~!,~.~........................
........:::::::::::.:::::::::::::::::::::::::':::::::::::::::::::::::::::::::::::~~~::;:::t2:t..'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
f'ol' and In conelderatlon of the afore.ald .um Of...,...~.~....~~~~.~.~....o:r.:\V,~,':I~:r....~..,!.~!.~,<?!?....:,...:...,::..,::...:... Dollar. ($....~~.~~,!?.9.......).
the County of Jeffersoa, vendor. by and through Its Treasurer. hereby agrees to Hell and convey to..........................................................................................
..........................................Q..~....yf..,....~!.~.,~............................................... vendee, h...!.~........................belrB and assigns, torever. tbe above dedcrlbed real
property. subject to the following condlttons:-
The purchase price of said property Is to be paid In lawful money of the United States of America. as follows: Twenty per cent of tbe
total purchase price to be paid at the time of sale: the balance of said purchase price to be paid In ten equal annual Installments or..........................
..."~,!Y.~~~.~,~~",,~....?.9.L;!,9..Q...,:::.,,:::.....::....:::,...:::....::,,...::....:::....:::....::: Dollars ($;1,,7,~.,E?.Q".........m'). commenclag"November 1.t following the date
or said sale and anDuBlly thereafter. The purchaser shall pay six per cent Interest on all deterred payments, said Interest to be paid at the
time the annual Installment Is due, In conformity with the requirements of Chapter 263, Session Laws of 1927. or the State of Washington.
The purchafter ehull pay before delinquency all taxes and a8Selt.ments thut may be levied or ussessed I:l.galnst suld properly subse.
quent to tho date of this contract or agre",ment. also nil al:l8flSsment8 that now etl'nd aa 8 IIMI Rgalnst the pro'p~rty describ~d herein.
'l'1ai:. pUr('hall'~', filII> ..nlllc:c pluoml...t In full at ....n~. tlnH" c.t o:..n)" b.\llL..c:., '::11(: on tn.: tutr:.l pUl'chIHJ'~ "ric" ph:a :JI,;cru~d Ir.t~r~at (:.n ol.l..,h I:lUl;:.nc~.
The purchaser ahall, at nil times. keep the ImvrovementB on the herl:ln descrlbodd property fully Insured against IOS8 by dre.
The purchaacr shall not remove any timber or Improv~ment8 trom tho herein described properly before final payment la made unlcaa conaent
In writing of vendor 18 IIrst obtained.
When the purchlil!ler hkS made payment In rull of the purChase price, plus Ilcerued Intereat. the vendor shan execute Bnd dpllver to the vendee ..
deed In the torm pre8crlbed by Section 2, Chapter 263, 8e8'5100 Laws of 1921. of the Stute of Wa8nll1gton. .
Time Is the e.al3nce ot this contrRct, and In event ot a failure of the vende8 to make puyments at the time and In the manner requlre4 and to
keep and perform t.he covenant. and condition II herein required ot him, thl8 contract may be forfeited and terminated at the election or the vendor;
and In event of said election all suma her('ttotorc paid by the vendee 8hall be forfeited a8 liquidated dllmagce for failure to comply with the pl'O~
visions ot this contract. The failure of said vendor at any time to require performance by IRld vendeo........ ot ILny provision hereof. shull In no WILY
u.rrect the right of 8ald vendor h(!rearter to e.ntorce thtt lIamo. Nor I'Ihal1 the waiver by laid vendor of any brench ot uny provlalon hereof be taken
or held t .&JYfLlY.e.t'-of.aov succeeding breach of such ~rovl.h~}!!~_Qr.Jl...a.'-wf\lvl!l'-of--thlr"proVI810n-.m~;elr.---=:----"-._--,_~_
An,.,the,re,... re.,.. e.,r..v.,6d fr.om,..,the Il:l.ndS..herC..',""d.P.II.C.',r,I,bed.". r,lsht ot way thereon for all public highwfl.,y. ttuc~e con8tructed b,y the authorlt,t'
("" ot 'theBoardof CO~".'I~.~~~~~8. ~!_~~~80n. County,WR8hlngton. L/
" -~~~~~ii-~! ;wenty per cent of the P-"~-~b~~~ p~lc~~~~uiiiiDgtO:::.:F.,O.r.,t:.v:,,,.t',gur....&...N,Q/.l.92:.:::':::::"::::5:::":;"",_,-,,,,,,~,,,,::-_,:::,,,,:::,,;,';dDo"arii
(,.........!.~.........._.......) Is hereby arknowledged.
Blg.ned and Sealed thls.....,...,............,..J~g4.........",.............,.,........day of....",..,..""'""...N.9,y.~9..~,:r.,.'".."'.......",,..,.....,..,...,...... A. D. 19""9,,,
,."...".,..."...".."."C?~.,.J:.t."...~"..,',.,.....,...,...
Treasurer or Jefferson County. Wushlngton.
PAYMENTS
IntereRt
Total ot Il1l'1tlLlI-
ment Ilnd Interelt
DlLte Paid
u'('cAlpt No.
,.....t,...J..7.~.."QO',.."..,,'
..,1 Nov, 1. 10....:1!.~...,. ..",.."",.....1.7" .e., ,.,..............,....'1...1...<1. .................Z::7-.(12 ..,....q.f.L~,O'..J.94l.. "...~?.'f,.,,J.,..,,.,,,.....,.. r
Nov. 1. 19,."..g...., "....""'.......1...7... ~,.{!.., ........,.........,..,f,..f.'.R.. ,....",.........-?,.l..l..<l, ,...?,~.:.,..~..~...~,~~..,..... ..l..e..7.,(?..J.......d:d
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.............;!,.~9..~.~Q......".. ...3
Nov. 1. lO....~~..,,' .. "..' " <! "" fD) I ~'" 0
Nov. 1. 10....~~..... .. ,.......,:,.,~,..~,:,.: ..:'..:' .,......:::::::::&.; :~:. ::!:~~:::'.:.r.t~~::..: ,~:;:~,::::'Il~::::ry::::::::::::::' ::::::::::::::::::::::::::::::::::::::::::
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..,6 Nov, 1. 10"..1!~....., .. ...,.,.................. "...
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...c.,..~.,..I..?.'i..~, ...,.t..(!."l.#...#:...tr:.........
,...7 Nov. 1. 10....~,7....., "........................ ......., ,.......................,., ........ ....................,...... .....". ........................"............... ....................................,.....
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COUNTY DEED-No. 106
JEFFERSON COUNTY, WASHINGTON
.KI"".O~~co..IlI_TlII""U"l~
STATE OF WASHINGTON'lM
Oounty of Jefferson, r
No
QS616
l:wn
~bi~ .Jnbenture. Made thIa.....................~.s.1;h..,......,.....,..,.........,................................day of...........NQ7.ember...,..........,........................ 19-42.... be~ween
.........................,................................................J~~~!...!!.~....~~~.~.......................,.....................,.............,......,........................... IIlI Trellllurer of Jetterson COW1~y, State of Wasblngt.cn.
the party of the flrs~ part, and,...........................,..................,...c.:li.....OlllaD,......,.....,.............................,..............................................................,......................, party cf ~he seeond PlU't,
WITNESSETH, That where..... at a public sale cf real e.tate, held on the,m..........m..,!9.~..,....,................day Cf...................mQ!?~~:r................m...............................
A. D. lo...40,pursulUlt to lU1 order of ~he Bcard of Oounty Oommlnsloner. of the Oounty of Jefferson, state of Washington, duly made and ontered. lUld after
having llrst given due notlce of the time and place and terms of sald sale. and wherellll. In pursuance of sald crder of the said Board ot Oounty OommJsaloners,
and ct the laws ot the State of Washington, and for and In conaideratlon cf tho sum of ........~.9...Jj!.!n;\~...T.w.e,nty...8<...No/lao...,(8220,..OO.),..............,............
Dolla.rs. lawful money of the United State. of America. to mo In hlU1d paid, the recclp~ whereof 10 hereby acknowledged. I have this ~
ecld to ...........................C....,]K.....Olsen.........................................................,...................................................,...the lollowlng d.....lbed real eetate. lU1d whloh .ald real estate l.s the
property ot Jefferoon Ocunty, and which Is particularly dellCrlbed IIlI tollowe. to.wl~:
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Tax No. .3 containing 21.73 acrea. Dora or 1ellll. in SecUon 1. Townahip 29 North. Range 1 West.. Woll.,
being further dellcribed as the West. 717.36 feet. measured Along North Line ot Oovernnent. Lot. No. 4 of
Said lIect.ion; also that. Part. of the SoutheaSt. Quarter of the Southeast. Quarter (sEl of sEt), lying
east of the county road. containing 25 a,c:re8. more or less. in Section 2. '.l'ownanip 29 North, Range
1 Weetl W.JI.
(Thill Deed illsuad pursuant to County Contract. No.nS)
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<ua.te. lying a.nd being In JelferliOn County. Washlngton,
the ...Id ....................,......,....9.~:w:!.....Ql!?!!.P................................................,.........,..,........,..............,..................,..................,....,being the highest a.nd best bidder at 5ll1d sole. a.nd the sa.ld
sum belng the highest a.ncI best sum bid a.t sa.id ...le;
Now, th.refore. knoW ye that I,..................,.,.,...........,..,..........,.........,.......~~..!,~....~:!:!~..................,..............,.............,...,',......,...,..,...,..........,.............."....."...,. Tre...urer 01
sa.ld County of Jefferson. State of Washington, In consldera.tlon cf the preml8.s omd by virtue of the statutes 01 the State 01 Wa.shlngton. In such cases made and
proVided. do hereby grant and convey unte......................~........,....Q.~w....,.QJ.~~I.l.....,b.;!,el.....................,...,......,..."..."............................"...,.".,...........,...,...,....."..........".........,....."'.....................
heirs a.nd II.lIll1I1Il8 forever. the sa.id rea.! estate hereinbefore described, ... fully a.nd completely... the said perty of the flrst pert can by virtue 01 the premises convey
the BaDlQ.
Given under my ha.nd o.nd sea.! of ofllce thl8,.........~.~.~....,.......,..........d..Y Of...,......,........,..,.,...~~~~;r.....................,.........,.......,.............,...................... A. D,. 19......4.'?
( SEAL)
P8IIl w. Tb1eJ.e
....................................Tr~uur~;..oi...Jci'i~rso~..ooiinty;..WBShiii.gtO'ii:.......,
.
STATE 01" WASHINGTON'r
s.
. Ccunty of Jefferson.
On thls............,2S.:tb.,.,.........,......,.....,...........day of......,............Nl:r.lti\lIIber............................................,............,...,..........,....,. A. D. 10,.42... bolore me, the undcrslgncd. In and
lor said County a.lld state. personally ..ppcnred..............,..,....".............,........p.au1...w.....~e.........,.....".....,....."....,...,....,.........".................................,.....,.....,....,. to me perliOnn1ly
known nnd kncwn to me to be the Trcnsuror of Jeffer"em Oounty, Wnahlngton. ..nd the person d.scrlb.d In ..nd who ex..uted the foregoing Instrum.nt. and
..............he ...kn.wl.dg.d to me th..t"'.......,....,h. signed nnd .xecuted the some..... T1'cnsurer cf said Ocunty. 1II.......,b.:I.Is.",............",....tre. nnd voluntary net Ilml d..d for
thc ua.. and purpcses thercln mentlon.d.
IN WITNESS WIIEREOl". I h..ve h.r.unto llOt my hand and affixed my offl.W...n1 tho d..y and yOGI' In thl8 certlflcnte first .bovo written.
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( SEAL)
Marion N. BruZ4!to.J1!m.\!t.Y.,
Auditor of JeUerllon Count.y, Washington
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Flied for record"'"..Nc:v:....2SIIl\""1942,.......,,......................t.,....4,....P.,'....,M. ..t requClt of TRIilASURER 01" JJl1l'FERSON OOUNTY.
Vol 106 ])aed.a, Pig-MO.
P.M. RiahardllOn
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Owner:
Florence A. Page
2250 Page Rd.
Port Angeles
Agent:
Century 21, Jesse Kommers
Legal Description:
Lots 2 thru 5 &
26 Ibru 30, & Vac.
Streets, Blk. I of
Morriseys Addition
.
Assessed Value:
Listing Price:
$30,300.00
$74,950.00
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~"":*PARCEL ~ * *:~~-~~--BILLING NAME -------*
I- a5 *NAME ~*
r:r:::!i '
< =:l ~3-5oo-.t01--VINES.--1'1ARGARE"T-Y
~g VINE2000 380 BAYSHORE DR
u 0 PORT LUI'LOW
enw
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-'~ LEGAL SOURCE QCD 7/20/87 -0-
enu..
;:;:; 0 973 SOO 102 SAYER6 CLARENCE F
::;; ~ --SAYE1.-()OO--P-Q -9 X~4"4
~ :::i HADLOCK
u..<
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PAGE0400
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- ~: LEGAL SOURCE QCD 12/6/90 -0-
~ !!! '--9'1'3-50o-!-o5---fltfNST -
i= [:.1 GllNS2000. POBOX 216
~ ,: J F'ORT TOWNSENII
\,
() G
J E F FER SON C 0 U N T Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
*----- LEGAL DESCRIPrroN -------*
.
('
RP047
*---- I
WA 98365
MORRc'tSSEY+S -BL'K"'"'1- -----
1 LESS R OF W &
SE'LY OF CO RD.
AFF-NO-~4oi
TAX CODE 021:1. 1-49F1H2L1
LAHD USE 9100 VACANT LAND
TAX STATUS TX
IMPF~-t::
UNIMF'F~
T I MBEF~
IMPROV
TOTAL -
WA 98339
MORRISSEY'S BLK 1
l'(SE" LY-OF--CO-RDr--
PTNS VAC VALE/MORRISSEYS ST ADJ
IMPR L
TJb,X-eODE---()21~----j:~,9F1;H2t.::1.--tlNn1I"R
LAND USE 1100 RES-SINGLE TIMBER
TAX STATUS TX I MPROV
TOTAL
~GAL-SOURCE~S/510-34632
PAGE, FLORENCE A
2250 PAGE RD
FORT-ANGEt:ES
WA'""'9S362
MORRISSEY'S BLK 1
2 & 3 LESS R OF W
AFF NO ':64415"> IMPR L
TAX CODE 0211 1-49F1H2L1 UNIMPR
I::AND-USC---<j)j.-()()-""1;IACAI-tT-J;;;flND-T-1MBER
TAX STATUS TX IMPROV
TOTAL
973 500 104
F'AGE0400
LEGAL SOURCE GCt, 12/6/90 -0-
PAGE, FLORENCE A
2250 F'AGE RD
PORT ANGELES
MORRISSEY'S 9LK 1
LOTS 4 ~ 5
AFF NO ~:1!,4"':I.5 IMPR L
TAX CODE 0211 1-49F1H2L1 UNIMPR
LAHD USE 9100 VACANT LAND TIMBER
T'Ax--s'l'ATtlb----'-X IMf"F'(()\I
TOTAL
WA 98362
WA 98368
6 ~ -,
S/LIFE ESTATE
TAX COIlE
LAHI' USE
TAX STATUS
IMF'R-t:
0211 1-49F1H2L1 UNIMPR
9100 V~CANT LAND TIMBER
TX IMPRO~
TOTAl:.-
t< 1
LEGAL. sour~CE 46/295
973G~~g~~~~8~~~EED C
PORT TOWNSEND WA 98368
MORRISSEY'S BLK 1
8'
S/LIFE ESTATE
IMPR L.
T-AX'-eO[tE.-~21-1,---j;--49F"1:H21.:;-1-1:lNIMPR
LANtl USE j,100 RES-'SINGLE TIHF!e:r.
TAX STATUS TX IMPRO~
, TOTAL
IMF'F~ L.
TAX CO['E 02H 1-49F'-1H21..j, UNIMPr.
L.ANl) UfJE 9100 VACANT I..ANII TIMBfj:F
TAX--8TA.ruS--TX :r:MPRO~
T01'AI_
I
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L-.
I 97:~ 500 10.'
NORI:I0600
I
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~ LEGAL. SOURCE 1/74
( . \--';"n~ -500 -:l;Of.-l------t<:EOGAN . -CL.AY1'ON '-EARl..;'
1 KEOG2000 340 OLD HAI:ILOCK RD
I . HAm_OCK WA 98339
NOR['BERG, MICHAEL
F' 0 BOX 235
HAI:'LOCK
t'lOmUSSEY'S
9
BLK 1
WA 98339
I MPF<-f;
TAX com::: 02H 1-49FH121_1 llN:r.MF'F
L,AN[I USE 1100 RES-SINGI..E 1"1Ml:4\,::r
1'AX STATUS TX IMPf~O~
.-,-.------.----'f()TAI.-
AF.F Nel '59307 IMF'R l.
TAX CO[Ir:: O:.?U, 1-49F1H:?I_1 UN I MF:'F
'i_-ANIt -t/Se:---91'OO-VACAN1'-f::ANIt-i'ItiBIT.F
TAX OTATllS TX IMr~'F~C)~
TOTAL
Ilor<R I13aE~'('13--E4L-K-1--'-"--
10 TO 13
973 500 109 HICKSL RllTH L
HICK5200 1410 .If~ONr.'ALE RII
,_,.__,-_-'_--+fAr.ILOCK--'
MORr';:IsSEY'S
LOT 14
BL.I< :I:
WA--98339
L.r:::C~AL SOUF~CE Qr~tl 7/26/89 FAMILY
. .,_.._.__,._____,.____.._.__..._'..,_,....n.......___'......'" ....__._...__.. ,--.-..,-.. -..-.,.--- .---.-,---... .---..----,----
cn:~ 500 UO O'MEARA,/; F'ATRICIA HORF<ISSEY'S BLI< ..1 AFF NfJ'59380 IMPR l
0' Mf!5200 PO [c(IX ;.')31 18 1'0 20 1'AX CrlI4\:: 0..!11 1-"Ir;F1H21.:L UNIMl"F
F'ORT HAIII.OCI< 'WA 9s339 I_ANII USE 1101 HI-l-RF.:AI.W/l"NI:ITIMF.lE::r
,_n"" .,._,_....__,..... ..__......, ,'_.._.."..__.., ,...., _.,_, ....,.,.. .--...., .---.., ,.. ,. ,..... .--..,.----..-...-..-..,----....-...-----... ,-----..TAX..i:lTA1.US,-.-TX--,..,--.......------IMPf(CII,
MOB HOME AV 14,900 TOTAI_
LE::GAI_ sour~CE awtl 7/12/89 $~"OOO .:063,442
;...
. .~,. -...-.-.-<<..-..-.---..---.-.'-......... .' --~".' ,...._'"-,_._.._.--"-----_.._---_._.."._~.^.,.-".,..._-'-',------_.---,.---_.._.._._----_.._..,---_._--~.__._.~.,--..--.-----.
".~. _.......~ ..~_...~...~... _....M...___......." . ,,'_'.',. _.__.____"__~._._.__._.__.._.._.._ _..."'__..._...,_..._....-...___..___.p.__ ,..".,~-_.__....__._.... ....._',._,._.__......._.._____...u.__._.....M_____'...__.___----p..
I
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<<: G
J E F FER SON C 0 U N T Y
REAL PROPERTY MASTER L.IST
PARCEL MASTER ROLL
*----- LEGAL DESCRIPTION -------*
I
54'140 -"
0211 1-49F1H2L1
9100 VACANT LAND
TX
l:Mf"R-L'ffIt
UNIMPR LNII
TIMBER LND
l:MPROVMNTS
T-GTAL-A-\;/
()
130
o
o
130
.
PAGE 1
6/12/91
*---- LAND VALUES ----*
r""f'
:~
I'I0000000E"l'-+s'-Bl:K-:l
1 LESS R OF W &
SE'LY OF CO RD.
AFF-WO
TAX COIlE
LAND USE
TAX STATUS
WA 98365
::D 7/20/87 -0-
0:: F
MORRISSEY'S ~LK 1
1-('SE'*tY-oF-CO --f1:Dr---'-
PTNS VAC VALE/MORRISSEYS ST ADJ
IMPR LND
T....X-efll)E--()21:"1. 1 "9F1:H2t:1.--t:lNIMPf(-J::Nft
LAND USE 1100 RES-'SINGLE TIMBER LNO
TAX STATUS TX I MPROVMNTS
TOTAL A V
1.525
6
o
10.78S
12.310
WA 98339
B/'S1~-34632
A
---Wf!r<i'8362
AFF NO -ft>4"4'15'Yk, IMF'R LNI'
TAX COI\E02111-49F1H2L1 UNIMPR LNII
--;.::ANIr-USI2--<n-<X>-\;IACANT-:-tANIt-T-IMBE-R-L-NIl
TAX STATUS TX I MPROVMNTS
TOTAL A V
3.1.50
o
()
o
3.150
MORRISSEY'S BLK 1
2 & 3 LESS R OF W
Ct. 12/6/90 -0-
A
AFF NOif'64i41S"":
TAX COt.E" '0211'1-'-49F1H2L1
LAND USE " _ 9100 VACANT LAND
TAx-1!l'I'ATttS--'TX
IMF'R LND
UNI 'RLNII
TI R LNI'
I MN'ft!l
TOTAL A V
3,500
o
o
o
3.500
MORRISSEY'S 8LK 1
LOTS " ~ 5
WA 98362
Ctl 12/6/90 -0-
~
TAX COI:,E
LANII-USE
TAX STATUS
IMPR LNfI
0211 1-49F1H21..:1 UNIMPR UID
9100 VACANT LAND ,TIMBER LND
, TX I MPROVMNTG
",.Oi....t:-A--I;I
6
3.500
o
o
~T50o---'----
MORR'I13Sf:!:'1'+S f.tL.K 1
6 & 7
S/L.IFE ESTATE
WA 98368
6/295
IMPR LND 2,-400
TAX-CC}[lE'-~:I:1 :I. 49F:l.H2t=1--l:lNIl'IPR-L-NI' ~
LAND USE 1.100 RES-lilINGL,E TIMEe:r~ L.ND 0'
TAX STATUS TX IMPROVMNTS 1.500
:~;':LL:DV ::::; ~
TAX com::: 0211 1-49F1H2L1 UNIMF'R I.,NI' '~
L,ANII USE: 9100 VACANT I_ANti TIMBER L.ND 0 ~
T1"IX-ST-A'fUS--T'X-
f~~~e~N~~ 1,05g-----i
IMf"R-l:ND . ;I
TAX CO[I/;: 021.1 1-49F1.H2Ll lINJ.MF'R I..NII .-6rl5g--~
L.ANII USE: 1100 RES-SING1..E TIMf.IEf'~ L,NI' 0 1
TAX STAT~~,>,.TX . ~~~~8~~S . ~~~gg_____~
AFF NO %59507' :IMF'R L_ND 1. 750 'J'
TAX CODr:: 021:1. 1-49F1H:.?I_1 UNIMPR .LND · 0.'
l.;ANII-t.1Se---91'OO-VAClANT--f::l'1Nl~T-i:-M[lr.::R-t.::tm'------<>- '..
TAX STATUS TX 1Mt"F'<C1VMNTS 0 1.'.
TOTAL'" V 1.750 J
lr~[. 7/26/89 FAMIL.V
CCIA'-- MOfo:RISSEY'l:1 BLK ,1---'-'---"--'-- AFF NO,\'S9:3BO," IMF' LNr! 7.250
18 "0 20 TAX COl,r:;' 0211 1-49F11-12L1 UNI " LNII 0
WA 98339. LANII USE'; 1101 MH-Ri:.AI.,W/L.NI:.TIM. ',.NII 0
..,_..._..._.._._,_.....__.. ._ _..,__......_.._.___"...._,__,..__,.,.._,..__-...-----,'fAX..1:lTA1'UB,--TK-----..----1MPf'< '.IMNT1:l-'--1:5-r,5;-:l5--
MOEl I.IOME AV 14.900 T01'AI_ ~ V 22.583
~W[I 7/12/89 $01,,000 ~61.442
C
MORRISSEY'S BLK 1
a
S/LIFE ESTATE
WA 98368
IAEL.
MOf'<RISSEY'S
9
ELK 1
WA 98339
/74
IN '-EARI_
:K R[I
WA 98339
II0RR1 SSE';Y '13-ElL-K-:l. -,.,..
10 TO 13
RD
---iolA-98339
~10RI:U:S8EY' a
LOT 14
BLK 1.
!: '. ',: : .
__.____._..,~.~.______.._._._._._..__~..._.._..,_.....__-.-.. .4--:;l.,.:~-._-.._-....-.;_..-,.--...-;,...._..-~....-------_.-~_..~-_.,,-_._----~-
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-------*
~ E F FER SON C 0 U N T Y'
REAL PROPERTY MASTER LIST
PARCEL,~~?TER ROLL
*----- LEGAL I)ESCRIPTION -------*
RP047
8.28.58
*PARCEL . *
*NAME +*
*------- BILLING NAME
*---,- l
WA 98339
TAX CODE 0211
LAN!) USE 1101
T'AX-STATUS--'fX
MOB HOME AV
IMPR U,
1-49F1H2L1 UNIMPR
MH-REALW/LNDTIMBER
IMPROVi"
TOTAL (J
IMPR LI',
T AX-eo!)E----'-02ti~9F--t1-I2L-j;--tjNI-MPf'(-
LAND USr:: 9800 SITE IMPS TIMBER
TAX STATUS TX I MPROVI'
TOTAL (J
973 500 111
NOR[10600
NORDBERG. MICHAEL
POBOX 235
HADLOCK
MORRISSEY'S
21
BLK 1
6.085
973 500 112 NORDBERG~ MICHAEL
l"OROO6-OO-~;:L]g~ 35 WA 98339
MORRISSEY'S BLK 1
22.-<t:Ess-1i:-:tO+4)F--'
N 100')
973 500 113
GAllf.l1500
LE13At=-SOURCE-:t:-r74
GADBAW, SHARON .J
F' 0 BOX 501
A[IL-oCK -WA '-98339
MORRISSEY'S DLK 1
22 (E 10' OF N 100')
IMPR LII
TAX com:.: 021:1. 1--49F1H2l,1 UNIMPF:
LnND-U8r::---91~0-VACANT-1=AN[~~~MBER-
TAX STATUS TX 'IMF'ROVI'
TOTAL (>,
973 500 114
GADE<1500
LEGAL SOURCE 20260
GADBAW. SHARON .J
F' 0 BOX 501
HADLOCK
25621
MORRISSEY'S BLK 1
23 TO 25
MORRI13SEV+s--1!It.:K-1-.
LOTS 26 THRll 29 a. VAC F'TN
BLANCHE AVE AJ)J
IMPR 1_"
UNIMPR '
TIMEIER
ItlPR()I;tl;
TOTAL A
AFf'-NO~"'~::; ItlPR-t:to
TAX Cotl\:':: 0211 1-49F1H2L1 UNIMPR
LAND USE 1100 RES-SINGLE TIMBER'
TAX STATUS TX IMF'ROVi'!
~-ol'AI:-(J
WA 98339
TAX CODE 0211 1-49F1H2L1
LAND USE 1100 REG-SINGLE
TAX-STATl:l&-------"X
LEGAL SOURCE 20260
--973-S00-t~~---pAGE,-F~ORENCE_A
PAGE0400 2250 PAGE RD
F'ORT ANGELES
25621
WA 98362
973
LEGAL SOURCE QCD 12/6/90 -0-
500 116 PAGE. FLORENCE A
GEO>\()()--225o-'1'"A13E--R[~
PORT ANGELES
WA 98362
MORRISSEY'S BLK 1
LOT-30-('t:P-SS-RrWt-:-
LESS PTN N OF. RD
AFF NO ' . 64415 IMF'R L~
----'f-A:x--eom?--62ti-1:-oi\9F"J;H:i!I:='J;--tlNI-MPR
I.AN[I USI::: 9100 IJACAN'r I.ANn TIMBER
TAX STATUS TX IMPROV
TOTAL
AFF NO 54879' IMF'R L,j
TAX CODE 0211 1-49F1H:2I,.1 UNIMF'R~
l:AN[t-USE'-'--!'101---t1H-REAL-W/l.=Nrfr-IMBER
TAX STATUS TX IMF"ROV
MOE< HOME AV 24 ,900 1'01' AL
t;;El3AL-SOURCE-OCD-t2/6"/90-0
SA~SEINA" M L MORRISSEY'S
CAROLYN SALSEINA LOTS 16 to 17
2455-MINKl;;ER.----..,----'-'--'--'
SEDRO WOOLEY WA 98284
LEGAL SOURCE QC[~.1!..~~Le."?_.~I:'MI,!:::!:.._.._..__
HUNZIKER. .JUNE E MORRISSEY'S
POBOX 103 LOT 15
MARYSVIl,LE WA 98270
973 500 11"'
SALS2000
BLI< 1
973 500 118
HUNZ1000
EILK 1.
AFF NO 59500
TAX com,: 0211 1-49F1H:::!I.1
LAN[I USE 9100 VACANT LAN[I
'fAX-STllTUS -TX
.
LEGAL SOURCE QCD 7/26/89 FAMILY
_--CJ73-50()-20"1-NORDEtEFi:13 i-HICHAEt.:--' -------HORRISSEV,.S--BL1<-2-
NOR[10600 F' 0 EtOX :z35 WA 98339 1 TO 4
HADLOCI<
-_._,~-,_...-~. -- ~---~-._._.._,.._~
FAMIL'y'''H ,. "',' .,---,-,-.,-.-~
, ~~~~~S~~":-~,~--~-~..2.--S.,.
(,FF-NO--5-i"i'1"J:."
TAX Com! 0::'>1:1. 1 49f lL""l :\.
LAN[I USE l.1'OO RES-';'INbll~t T!MEIER
TAX STATUEl TX IMf"F~ml
,----.,.,---.-., .--,---- __.m.. .-, ,.. -..,__.,., _______., '--TOTAI.:.--'
. --------L:EGAL.-SOURcEtICD1.t;.15/S8
973 5~o. ~g~-.-~~5~~a~El~~....!:-.~~~'f.-
--'--Wll.L:? HADLOCK WA 98339
--_._----_._._._-_._-_..~-----_..~...~..._.
.. ,...------l~~DC8~E-..-()21 1-1-491"'11-121.;;1, --O~~;~p~i
TAX STAT' US 910TOX VACANT l,AN[1 TIMElF,m
.. I Mf"ROV
'-__'" _. ___...___, ....:.r:~IT~~_
"':=-
,. .~.....
....- -
"",
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PAGE 2
6/12/91
~---- LANII \'ALUES -.---*
.J E F FER SON C 0 U N T Y'
REAL F'ROF'ERTY MASTER LIST
PARCEL MAST~~ ROLL
,ING NAME -------* *----- LEGAL DESCRIP1'ION -------..
:HAEL
MORRISSEY'S BLK 1
21
IMPR LND
1-49F1H2Ll UNIMPR LNII
MH-REALW/LNDTIMBER LND
IMPROVMNTS
TOTAL A V
IMPR LND
Tl!jx-eoN!~"I'i'lr.1H2L1 UNI11PR-tND
LAND USE 9800 SITE IMPS TIMBER LND
TAX STATUS TX IMPROVMNTS
TOTAL A V
WA 98339
TAX COIlE 0211
LAND USE 1101
TAX1STATUs--TX'
HOB HOME AV
6.085
:HAEL
MORRISSEY'S BLKl
22---<tESS E 10' OF--'
N 100#)
WA 98339
--1.774
IN .J
,----\4A--<78339
MORRISSEY'S' BLK .'1
22 <E 10' OF.N 100')
IMPR LND
TAX COIlE 0:211 1-'49F1H2Ll . UNIMPR. LNII
LANll-usE------<n-OO-i#l(,'ANT-t::AN~BEf;._t:NII
TAX STATUS TX 'IMPROVMNTS
TOTAL A V
20260 25621
)N .J
TAX CODE '0:211 1-"l9F1H2L1
LAND USE 1100 RES-BINGCE
TAX1S~X
IMF'R '.ND
UNIMPR LND
TIMBER LND
I"MPROI;IMHT13
TOTAL A V
MORRISSEY'S BLK1
23.TO 25 '
WA 98339
20260 25621
:::e:--A
AF~*-t5 IMPR-tND
TAXCO!IE"'0:211 1-49F1H2L:L UNIMPR. LND
LAND US~ 1100 RES-SINGLE' TIMBER LND
TAX STATUS TX . IMPROVMHTS
T-oTAl: A V
MORRI-sse.'Y+s-fll:l(-1- .
l.OTS 26THr~U 29 a. VAC PTN
BLANCHE'AVE..A!'.J, ',;
WA 98362
QCD 12/6/90 -0-
OE A
AFF NO. .644:1.60. IMF'R LNII
TAX--eaDe'--0211 1 49FtH2L-1;--.t!N1:11PF:-t:ND
L.ANI" USE 9100 VACANT I.ANtI TIMBER '..ND
TAX STATue TX IMF'ROVMHTS
;" TOTAL A V
WA 98362
MORRISSEY'S BLK 1 '
tcT-SO' (tESSc-RtW) ,
LESS PTNN OFRD
o
1.750
o
6,08:i .
7.'635
1,400
o
o
4,030
5.430
o
350
o
o
350
i
!
4,. 6.7~ . '... ,.\'
. 0 "
13,6'4()--
18,315 :
6,-600'-
o
o
17,740
;;MT3"l0
lt225
0___
o
o
1,225
-QCD-1'2/61'90-0
MORRJ:SSEY'S
L01'S 16 a. 17
BLK 1
AF'F' NO '50497"." IMF'R LNI'
TAX COIlE 0211 1-49F1H2L.l UNIMPR LND
~ND-~SE---~101-MH-REA~W~~n;~MBER-cND
TAX STATue TX IMF'ROVMHTS
MOB HOME AV 24,900 TOTAL A V
L
E..!.NA._____
WA 98284
. QCD 7/10/97 FAMILY
~--------_._---_.
INE E rg~Ri~SEY'S
\::
AFF' NO : 59300
TAX com::' 0211 1-49F1H2Ll
LAN!' USE 9100 VACANT LAND
--'fAX-ST-ATUS-T-X'
4,500 i
8-1'''-
25,650
30, 11:50
WA 98270
IMF'R LND 0
UNIMPR LND 1,750
TIMEIER I..NII O. i.
fMPROVMNTS----()---.--
TOTAL A V 1,750
[ILK 1 '
.;'''1':
: QeD 7/26/89 FAMILY ,:.;:~
'CHAEL-----MORRISSEY...S-9L-K~
. 1 TO 4
WA 98339
, - -.-.-----AFF-NO -;---5'?'?14 . ,It" IMPR-t::NO 9,000-.
TAX COIlt=.: 0211 1-49F'lH~~L1 UNIMPR LND 0
LAND USE 1100 RES-'SINGI.E TIMEIER LNIt 0
TAX STA1'ue TX IMF'ROI,IMNTS 36,995
, -------..- ,,-------.---, - -,------.----TOTAI.;-,l'l--\J---'O\5..-995---.
-_..-;-~.._--_.~.. ..".._._.".,.._-~_.....-_..._-,---_._~~'
:: QOD 11/15/98 FAMILy'Jf
LARRY MORRJ:SSEY'S eLK 2:\:l, . .." '" ND
--.--,...' ,-_.,- ...--.....'.--.....-5 ;607' ,-_..._--,--~. -'--------TnX"'COIIF':- '-0211.-1""",9Pl-H2t.::1.-Q~~~F'~-t:ND
WA 98339:~, '':..:'i.:.-- ~~~Ds~~~ua 91~~ VACANT LAN!' I~~~5eM~~g
-----'----------.,---.------'---.--"i;; . ,....., . ,...., , 'i.;;': --'-.----. TO.!AL A
',::,..~t~t;~f.
,~':
\,
o
<>-
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o
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5,250
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RF'047
8.28.58
*PARCEL 01:0 *
*NAME 01:0*
973 500 203
WILL7400
"';;T--'J~"'- --11I',I___- 1Jf _____ !I!I'--R.--
- .-
o
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( J E F~E R SON C 0 U'Q l' Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
*------- BILLING NAME -------* *----- LEGAL DESCRIPTION -------*
WILLIAMSON, LARRY
F' 0 BOX 75
HADLOCK
WA 98339
MORRISSEY'S BLK 2
8 6. 9
973 500 204 LOPEMAN, LEON D
F~Ooo---1?O-COPEMAN-RD
HA[ILOCK
LEGAL SOURCE REC 1/4/88 $19.000
_ c-----SHOR'f'-.-s'fEVEN
SHOR5400 REBECCA SHORT
4611 DISCOVERY RD
F'ORT TONWSEND
LEGAL SOURCE REC
NORTON, DAVIt'
RIJ'fii-ANN--tlEL'f ER
e14.109TH ST SE
EVERETT WA 98208
,OAL-SDIJRCE-acD-?~26~89--0
973 500 208 STRATTON, NANCY
9TRA3500 STEVEN STRATTON
-p-o-ElOX-1,-05
, HADLOCK ,WA 98339
LEGAL SOURCE QCD 1/29/88 -0-
NORDBERG, MICHAEL
F' 0 BOX 235
HADLOCI(
973 500 209
NOR[10600
WA 98339
MORRISSEY'S BLK 2
1'0-4"0-1."5
PUTAS, RONALD E
F'O BOX 603
CHIMACUM
WA 98339
MORRISSEY'S BLI( 2
LOTS 22(El/2) ,23,24,,25,26
*56612
/I0RRl:SSEY'.8
27.28,29
Bl:.I( 2
WA 98368
7/11/86 $38,000
MORRISSEY'S
36
BLK 2
MORRISSEY'S
16 THRU 21
BLK 2
WA 98339
MORRISSEY'S BLK 2 LOTS 3 ~4
IMPS ONLY '73 WWIND MH
500 210 STRATTON.t STEVEN
'r-RA4000--NANCY-K-sTRATTON -
F'O [lOX 105
HADLOCI( WA 98339
f.;;EGAL--80URCE-QCD"8/20l'S7'-i='AMIl.;.-,(
973
el
]-----
MORRISSEY'S
I=OT-22~-W17'2 )
BLI( 2
--,--28----RECOF<[IS,-PRItlT-En--
~- --. --
-
II
~
"
.~
I.;
()
*-,.._-
IMF'R L
TAX COIlE 0211 1-49F1H2Ll UNIMPF
LAHII USE 1101 MH-REALW/l.NIITIMBEF
T AX-S'fA'ftJS--'fX IMPReIi
TOTAL
IMPR L
TA~I1I!--021-1.-:I:--49P1:-H2Ll IJNIMPf;
LAND USE 9100 VACANT LAND TIMBEF
TAX STATUS TX IMF'ROI.
TOTAL
AFF NO '55840 , ' IHF'R L
TAX conE 0211 '1-49F1H2l.1 UNIMPF
LAND USE 1101 MH-REAL~l/LNDTIMBER
TAX-ST1fftlS'----'f'X IMF'Ro\;
TOTAL
AF-F-NO ' ::;20;>78_
TAX CODE ' 0211 -1-49F1H2Ll
LAND US~ 1100 RES-SINGLE
TAX STATUS TX
IIIPR..;;
UNIMPf<
TIMBER
IMF'ROIJ
TOT-M=-
AFF 1'l0 ',59506
T-AX-eOI'E--D2tl--1...-.l19F1H2Ll
LAND USE 1100 RES-SINGLE
TAX STATUS TX
IMF'R L.
UN:J:ioIPfl
TIMBER
IMPROIJ
TOTAL.
AFF NO '55962 IMF'R L
TAX COIlE 0211 1-49F1H:?I.,1 UNIHPR
I=AND-tffiE--t-101-t1H-RE-Al=I<f"'L-:NI'T-I-MBER
TAX STATUS TX IMPROV
TOTAL
IMPR L
TAX COItE 0211 1-49F1H21..,l UNIMF'R
'r~~~~~!fus~~~ MH IHF'S ONL YI~~~5~
MOB HOME AV 21.075 TOTAL
AFF NO 55109 IMF'R L
T-AX-cO[lE---o21-1--1-49F-1.ii2t:1--tlN l.Nr'"R
LAND USE 9100 VACANT l.AN!:t T1.M[~EI~
TAX STATUS TX IMF'ROV
TOTAL
MOEi HOME AV
IMPR-t:
LlNIMF'R
TIMI~ER
IMF'ROV
-'fOTAl,-;-'
66,960
.....,->.._-...,~..,...._.,.__.__..,----_.__._--,--_.-
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PAGE 3
6/12/91
*-..-- LAND VALUES --,--*
MORRISSEY'S BLK 2
8&.9
IMPR LND
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
LAND USE 1101 MH-REALW/L.NDTIMBER LND
TAX-S~ It1PReVMNT8
TOTAL A V
IMPR LNII
TAx---eeDE--02:t"1;-1;-49F1 H2L 1 IJNUlF"R-L-Nrt
LAND USE 9100 VACANT LAND TIMBER LND
TAX STATUS TX IMF'ROVMNTS
TOTAL A V
AFF NO (55840 i . IHPR LND
TAX CODE -' 0211 '1-49F1H:?l.1 UNIMF'R LND
LAND USE 1101 Mfl-REAL"'/LNDTIMBER LND
TAX-S-l'A'ftiS--'fX II1PRCWMNTS
TOTAL A V
WA 98339
HORRISSEY'S eLK 2
1-0-1'0 -"1'5
WA 98339
HORRISSEY'S BLK 2
LOTS 22(E1/2) .23,2"",25.26
WA 98339
1/4/88 $19,000
*56612
IIORRf-SSEY'S 8L:.K 2
27,28.29
AF-F-NO 0291'8 ,! IIlF'R--t::ND .
TAX COIlE'" . 0211'1-49F1H2L1 'UNIMPR LND
LAND USE 1100 RES-SINGLE TIMBERLND
TAX STATUS TX ' IMPROVMNT6
T-el'f1!lL-A-~
WA 98368
7/11/86 $38,000
MORRISSEY'S eLK 2
30
AFF 1'10',,59506 IMF'R LNII
TAX-ealtE--02:t'.1:-1.~9P1:H2l::1:-t:1Nli'lPR-I::N[1
LAND USE 1100RES~SINGLETIMeER LND'
TAX STATUS TX" . .....' IMPROVMNTS
'TOTAL A I}
AFF NO :55962 IHPR LNII
TAX COIlE 0211 1-49F1H21.,l UNIHPF< LNII
I=AN[t-ti8e;---t1;-() l--Mti-REAl::W7't':NI1T-I-HBER-!;:ND
TAX STATUS TX I MPROVMNTS
TOTAL A V
;"'/,'
WA 98208
~/7'267'89 --0"':
tolORRI6SEY'S
16 THRU 21
eLK 2
WA 98339
1/29/88 -0-
.\ .,
HORRZSSEY'S BLK:2 LOTS:3 6."1
IMPS ONLY >73 WWINII MH
IHPR LND
TAX COIlE 0211 1-49F1H2L1 UNIMF'R LNII
LAND USE 1102 MH IMPS ONLYTIMBER LND
T-AX-8'T-ATW--'fl< I-MPROVMN'T8
MOB HOME AV 21,075 TOTAL A V
AFF NO <5si69'<' .' .' IMt"R LND
T-AX.-CODE--()211-'1.....9F1:H2L-1-t:JNI-Hf"'R-L-Nlt
LAND USE 9100 VACANT l.AN[1 TIMBER LNO
TAX STATUS TX IMF'r~OVMNTS
TOTAL A V
WA 9833';>
MORRISSEV'S BLK 2
I:;;OT-22-<'Wl,.,2-)
WA 98339
"8/20/El7 -FAMII.;;V
4.500
o
o
1::;.13(5
.19,635
o '.
10. :;Og----""--
o
10,500
8,97g
o
:2 , :>00------'--
11,375
I
6,2:;g-1
'~~~g ,'.",...,...,.1
,2,750
<>--=--
0' ,,'
8,695
11,4"15
-t
l1,50g \
~
20,380
31,880
o
o
o
26T625-
26t625
875
~"
o
o
875
-RE:COR[IS'-F'R INTED--
I-MF'R-i:;N[t-
L1NIMF'R LNII
TIMBF.:F~ LND
MOB HOME AV 66,960 IMPROVMNTS
.--,.-.-------'fOTAI.-;--A,-V
".~.._._~._~.-..._- -~~,.. ..---.-.-..--""
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PARCEL MASTER ROLL
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*------- BILLING NAME -------* *----- LEGAL [lI::SCRIPTION -------..
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8.29.52
"PARCEL .;. ..
..NAME ~..
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-<X>l--024 -oOl--sHOL:I:I.-;;lOHN -1' ---"------52-1'29 -Rl'W"--j.'1 -.13A----
SHOL197~; AS HIS SEPAF~ATE ESTATE SW SE <\.112 1/2 A OF
121 NORTH MAPLE N 3/4. LESS TAX 29 ~
HADLOCK WA 98339 41) LESS TAX 103
LEGAL SOURCE QCD 12/15/89 -0-
901 .2~~g~~~A~~~~~ETR~~-~~x!i~9R1W
PORT HADLOCK WA 98339 WITH ~ SUB.J / EASE
,.,FF-NO~4? IMF'R""
TAX CODE 0211 1-49F1H2L1 UNIMP
LAND USE 1101 MH-REALW/LNDTIMEIE
TAX STATUS TX IMPRO
TOTAl:
5.00A
AFF 1-10'64477 " IMPR
TAX-crn:1E--02:tl-1"'"'''''I9F~1-l2l:;;1--tJNIMP
LAND USE 1300 APARTMENTS TIMEIE
TAX STATUS TX IMPRO
TOTAL
AFF NO 57872 / IMPR
TAX CODE 0211 1-49F1H2Ll UNIMP
LAND-tl8E~200-RES-DUP-FOU~TIMBE
TAX STATUS TX IMPRO
TOTAL
:GAL-sDURCE-GCD --12/13/90-0-
~2"COO~" I., DR XG...Uf':."s.....:..:,MICH.AE.,I:1"..,.,. 112 T':>9 R1W.5 23A
,... ~~f.)Of '., WRENE':L~~ODRIGlJ5:S ". ~l!lE;{'"SE:',,'.~N':3, ~O!t'~
1-72:t735TH.AVE.S''"E'',-----''L- -I)) 6,'TA)( '62"""t... '-.,
.OTHELL. WA 9802~' AX 61)
LEGAL. SOURCE SWD 12/15/88 $275,000
.t:)1',024.;O():14'j ..,., IEDMAN;~;;.;JOHN<:I'
,'Jijii\ii.li'.iU,:D3S00'" . ~,J,O".l9O)( ~:t1_.' , ,,,,,,,;0.., ":"~""":'. '"
,'.. ','lJ!, , ..,,,....t, "1;D,L""'C""""'''f'''. .' .., ,. ,W' A'~"'8339
. ~,,,'. . .' A ...... 5'\1.. ,;;,,;"_;'-~'. .,....;.' .._, 1"':""""',-- '''''7
,,/
AFF NO 53063
TAX CODE 0211 1-49F'lH2L1
LAND USE 9100 VACANT LAND
TAX.-t!lTl'rT-us---'f'X
IMF'R
lJNIMP
TIMEtE
It1Pf;:O
TOTAL
LEGAL SOURCE SW[I 7/30/86 -0- FORFEIT
01-()24-o05---MYSTERY-BAY.'ENTERPRISES - -S2-T29-*lW'-j::t~4A---"
MYST2000 37816 44TH AVE S TAX 156 S/EASE
AUBURN WA 98001
TAX com::
LAND IJSE
TAX STATUS
I Mr'R ....,
0211 1-49F1H2l.1 UN IMP'
9100 VACANT LANn TIMEIEI
TX IMPRO'
"OTAI;;;
LEGAL SOURCE 35/30 110/406
901 024 006 MATHESON. ROBERT E
ATH2200-3:1.1-MASONIC'-HAL-L-R[t--
HADLOCK WA 98339
S2 1'29 R1W 8.S5A
T-AX-2-tB-'f'X-53-,58-6()--
96,105-107,133,149,161.
LESS R/W
L-EGAL-SOURCE-:I:'75/82-136/41532668'-32790
901 024 007 .JEFFERSON TEMPLE ASSOC INC S2 1'29 R1W .30A
JEFF4500 F' 0 BOX 764 TAX 5 & TAX 34<836')
--HA[IL-oCK-.-.,-----WA-98339 ..------.-,.-----.---..-..,.....,
IMF'R 1
T-AX--(;.'O[IE--()2H--.l'-49F-1;-H2l-:1--tlNli-1PI
LAND USE 1100 RES-SINGLE TIMBEI
TAX STATUS TX IMJ='F'm'
"OTAL
AFF' Nr./ 56272 IMf"'R I
TAX CO[IE 0211 1-49F1H2L1 UNIMF'I
L;AN[t-Uem:---6900 -MISC-SEr<VICE'T'IMf.tEI
TAX STATUS TX IMPRO'
TOTAL
901 024 008
TILI-4000
LEGAI_ SOURCE QCD 4/1/88 CHANcm OF NAME
_._--------~.-. -,"._-----~----_.~--------_...
TILLMAN, RUSSELL I
631 GRIFFITHS PT R[I
NORDLAND WA 98358
.
82 1'29 R1W 6.20A
TAX NO. 21 <W OF co
Fm, NO 4--1.01>
IMPR I
TAX CO[IE 0211 1-49F1H2L.l UNIMF"I
LAND USE 9100 VACAN'r LAN[I TIMBEI
TAX-9-T-AT-US-TX Ii-1PRCI'
TOTAL
.
901 024 010 SHOR1'6 RICHAR[I
SHOI~3f./00 F' 0 It X 730
___,__,._...__m ,--.-tiA[tLOCK .."",,,.,,
LEGAL SOURCE 171/500
--90~,-()24'-o09 ---MOSHER,-RAY-H -----'.-----...'-..--.----132 -T29-R1W--j,-,-oOA'-' IMF'R'"
MOSH3000 F' 0 BOX 1 TAX 2:1<E OF' CO rm) TAX CODE 02U 1-4'9F1H21..1 UNIMI"I
HA[ILOCK WA 98339 LESS TAX 53, "/6/.,74.!.16" LAN[I USE 1100 .~ES-.SIN(3LI! TIMEil::'
79,145 <lA HOMi::r~rre:) TAX STATUto; TX IMF'r{o'
,...--' ,......,-------, ..,-.,-.-...,..,...,..,..- -....... -,-----....'-, ....'....,.. .....,TOTAL,
82 '1"29 R1W 3.64A IMF'R I
TAX 27<LESS TX 47-67 TAX CCI[I.;: 0211 1-49F'lH2L1 U~'IMF"
"WA '98339 ',-"....--. ,... .'--,...----.-.......-., ..-.-" ._..._.---t:ANII--USr:::---5000 -cOMM-INC-RF.:f.lT'IMBEl
TAX STATUS TX IM'~'I:;:O'
TOTAL.
LEGAL SOURCE 21553
12039 21350 32479
...._~~-_.. "~'-'-"~-~~-'._" ._~.....~.--.---~--_.__._._-_.__..._._-..-.._---------.-----....-,-..--- _._--~-----,~p,-,----~-,~
J
..
j' "
. ~ .(^
I LJ
MIIIIIIliI:
...... J::.......~
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-
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REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
IG NAME -------* *----- LEGAL DESCRIPTION -------*
( t-
l
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PAGE 1
6/12/91
*---- LAND VALUES --"--K
S2-T29 -R114--j.-:l-.:L3A---
SW SE <W12 1/2 A OF
N 3/4. LESS TAX 29 ~
41) LESS TAX 103
,..FF-No---.!;OS4'l' IMF-R-L-ND
TAX COIlE 0211 1-49F11-12L1 UNIMF'R LN!I
LAND USE 1101 MH-REALW/LNDTIMBER LND
TAX STATUS TX I MPROVMNTS
T-oTAt=-A V
6-.000-1
50.650 I
o I,
8.495 , '
65,1:"I5-!
;
: ESTATE
WA 98339
:[1 12/15/89 -0-
I
J
i
!
I
j
AFF NO:57872/ IMF'R LND 113.910 I
TAX CODE 0211 1-49F1H2L1 UNIMPR LND 0,
LANll-tl8E---1:200-RES-[1UP-FOUR-T1:-MBER-L-Nlt-~1
TAX STATUS TX IMF'ROVMNTS 225,895 I
TOTAL A V 339~805
1
IMPR LND 0 I
UNIMPR LND 69,695 ,
TIMBER um 0 I
IMF'RO\-IMNT13
TOTAL A V 69'690~_..1
IMPR-t.:.ND
TAX CODE 0211 1-49F1H2L1 UNIMPR LND 92.320 1
~~~Ds~~~us 91~~ VACANT LAND IA~~5eM~~~ g 1
TOTAt=-A V 92-t32o-'I,
IMF'R LND 0 I
T-AX-e6I1E--()2:1:J;-J;--\9F-1+12l=1.---tlHnIPR-L-ND 186-;-22<r--;
LAN[, lISE 1.100 RES-SINGLE TIMBER LNI' 0"
TAX STATUS TX IMPROVMNTS 0'
TOTAL A V 186,220 'I
- ,j
I::: ASSOC INC 82 1'29 R1W .30A AFF NO , 56272 IMF'R LND 7.500'~
TAX 5 ~ TAX 34(536') TAX COIlE 0211 1-49F1H2L1 UNIMF'R LNI' 0 j
'---'WA --98339---..------- "'--------l:AND-USE--6900.--MI-8C-f3El<vICF.:-TIMBER-L-N[I.-----<>'-'I'
TAX STATUS TX IMPROVMNTS 2:?,500. '...'...
TCITAL A V 30,000 ':
~__~!~:,<l:l~.~HANG.!::..E.~~~____,_ "
1_ I 82 1'29 R1W 6.20A IMF'R LND 0"
l' RtI TAX NO. 21 (W OF CO TAX COIlE 0211 1-49F1H2L1 UNIMr'r~ LN[. 131'j,035\t
WA 98358 RX), NO 4--1.01) LANI:I llSE 9100 VACANT L.ANII TIMF.4ER LNII 0 .'~
T-AX-9'f-AT-I.-JS---i-)( U1PROVMHT-S ()- .~
1/500 TOTAL A V 135,035 ~
---- -..----------------~~>?~!~l~FtO-o~~;------ TAX CODE 0211 1-49F1H21..1 ~~~~. ;;Nri:jD--3"-f""\4~-~
WA 98339 ___ ..__,J~~!~~1~K~H_6BE:~fl'~:!~ _ .______ __ ~~D_S_~~~~~ _:, ~~~~~=~_-SI~~L~___lOTAL- ~~t.-~" .-44g- t
82 1'29 R1W 3.64A LNII 48 615 1 0
TAX 27(LESS 'T'X 47-67 TAX eOIlr,: 0211 1-49F1H:?Ll F'R LNI' ' 0
\~A 98339 ,,--,-..----,,---,,----------- "----'---------l.:AH[t-USE:--'5000-COMM-INc-RF.:fJ -I-Mf.4E:R -L-ND 0--
TAX STATUS TX IMF'ROVMNTEl 233,925 I
553 12039 21350 32479 TOTAL, A V 282,540
"-'"" ._~..-._-_....,._-._._- .-.--..--------.'--------.----. .,.,._~- I
IF-TRIUS
WA 98339
82 1'29 R1W
TAX-:l59
WITH ~ SUBJ / EASE
5.00A
AFF NO ..:'64477" IMPR LN['
TAX--eoDe'-'---021:'.I:'-"1;"""\9F-:l-H2t=1-1:INIMF'R-tND
LAND USE 1300 APARTMENTS TIMBER LND
TAX STATUS TX I MPROVMNTS
TOTAL A V
108.900
o
o
935_515
1,044.415
:D'''"1.27'1"3/90 '-0-
IAELX;- :
GUES
S":E-
WA 98023,
,/
62 ;.T292.R;t;W ihi';;,,',!'). 2~A; ,
,. E"r8. E"'~N:r3""O!. ',"'W"'.OFOF'f' .
D> ,&:Tf\)( '~M'f:t!SS'" ---
AX'61) ,.... ..,.,..',
'II
.. ..;A~8339
AFF NO'iS30oS3"/'
TAX CODE 0211 1-49F1H2L1
LAND USE 9100 VACANT I_ANII
TAX-s'f'A"f'tiS-'TX
II 7/30/86 -0- FORFEIT
ERPRISES 82 -T29-R1W-1-1-.-54A---'
S TAX 156 8/EASE
WA 98001
/30 110/406
T E
L---Rll
WA 98339
82 1'29 R1W a.65A
T-AX-2 -t::S-T-X-5'3-;-58-6~
96. :1,06-107.133,149,161
LESS R/W
5/82136/41532668 --32790
"
o
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,-);,~
I I]
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8.29.52
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REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
*_______ BILLING NAME -------* *----- LEGAL DESCRIPTION -------*
.J
RP047
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1-a5
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"NAME 0*
*-..---
901 024 012 BRODERSON, MARTHA E
0I:t3690--po -90X-3S8
PORT HADLOCK WA 98339
82 1'29 R1W .46A
TAX-;.l0.-29-&~1
IMPR L
TAX com:: 0211, 1-49F1H2L1 UNIMPR
LAND USE 1100 RES-SINGLE TIMBER
TAX-9"fA'f-tlS----'fX I-MPROV
TOTAL
AFF NO,6390T IMPR L
;-Ax-eODE~21-1.-j:-49F1:H2L--1;----tfNI-MF-R
LAND USE 1100 RES-SINGLE TIMBER
TAX STATUS TX IMPROV
TOTAL
901 024 011
GRAY3000
GRAY, LOUIS A
447 BLAKEMORE CT
FAIRFIELD CA 94533
82 1'29 R1W .461'1
TAX 28 <LESS l'AX 31
& 104 & 117 & 132>
901 024 014
CITY2000
:EGAL~URCE-QC[I-1-o7'57'90-F-AM1:t)
HUNTINGFORD, STERLING/SALLY
SHOLD,JOHN/MARILYN
WANSON,sAMUE~~ANE
POBOX 179
HADLOCK WA 98339
LEGAL SOURCE QCD-5/22/85
CITY FEDERAL SAVINGS BANK
125 BELMONT DR
SOMERSET NJ 08873
S2 1'29 R1W
TAX 32
..45A
AFF NO ,.51228' IMPR L
TAX com:: 0211 1-49F1H2Ll UNIMPR
l.:'AN[1-;jSE--91~ACANT-tl'lNI:t-rI-MFlER
TAX STATUS TX IMPROV
TOTAL
901 024 013
HUNT7500
92 1'29 R1W .34A
TAX NO. 33 <REVISE[')
AFF NO "~ 52050
TAX conE' 0211 1-49F1H2Ll
LAND USE 1100 RES-SINGLE
T Ax---8'fi'rT-t:JS--'fX
IMPR l,
UNIMPR
TIMBER
IIIF"fi:C\j
TOTAL
LEGAL SOURCE SWD 11/19/85 $46,500
'01 024 013 WfL~MS.-ROBER1' N 82 ;2' ~w .35A
WILL5401 MICHELLE C WILLIAMS TX 37<L E 159.28'>
F'O BOX 187
PORT HADLOCK WA 98339
LEGAL SOURCE QCD 7/31/90 FAMILY
901 024 016 SEAFIRST MORTGAGE CORP S2 1'29 R1W .19A
SEAF'5000---f"-o --EcOX-C:-34103 'l'AX-37-(-E-t-59T'.28' ~
ATTNt NANCY
SEATTLE WA 98124
A~():J
TAX corlE 02U 1--49F1H2l.1
LAND USE 9800 SITE IMPS
TAX STATUS TX
I-MPR-t::
UN I MF'R
l' I Mf.IER
IMF'ROI)
TOT-f.ll.;;-
901 024 018 MORRISON, DONALD R
MORR3900 SHARI L HORRISON
715 WATER ST
F'OR'l"....,OWNSEND--;JA -98368
,LEGAI_ SOURCE SWD
--901-o24-o19--MC-C:AU"UM .-I=INI:IA-C-
MC*C0425 F' 0 BOX 502
HADLOCK WA 98339
S2 1'29 R1W .111'1
TAX 39 W/EASEMENT
HA[ILOCI< LAUNDRY
IMF'R L
T AX --eeDe-----o21~-49F_1+l2L_1._tfNI-MPR
LAND USE 9100 VACANT LANT.i TIMBER
TAX STATUS TX IMF'ROV
TOTAL
IMF'R L
1-49F1H?L1 UNJ.MF'R
COMM HIC REST:r.MF.IER
I MPROV
TOTAL
AFF NO 51109
TAX conE 02U
LAN[I USE 5000
T-AX-9-T-AT-US--'f-)(
82-T29-R'J;W--rll7A--'"
TAX 41
t1FF-N0--50603
TAX COI:IE 021:1. 1-49F1H2l.1
LANI:I USI! 1100 RES-SINGLE
TAX STATur~ TX
I-MPR-l::
UNIMF'R
T1.Mm::':R
IMN(OV
TOT-AL-
'0
LEGAL SOURCE QCD
~+~"L02~n(j:2()~ _~SSELL.~,CHARI!E:SI';e:i. ,,'1iI2;T,:?9.R1W';',',':\"~:!6'(x
- . 1;f9S~600~- ,60"E'1'IARF:OWS'f. 'Of\le-"RD""7-...--'-.,,----.t~-"'2--..'~.~,..-
. ORDLAND ...." ,.., . WA' 98359',
T-AX-COI:IE--()2~,_:l,-1--49F1:H21;;~;___t1~~~p~
LAND USE 5000 COMM INC RESTIMF.lER
TAX STATUS TX IMPF~OlJ
TOTAI_ :
. -- 901 -024022 -L..~-J...-E:..N,.ERF~IsE9""--------s2'-T;9 R1W-2~45;--.----'AFFNO 56442 IMPR ~
U..J*3500 F' 0 BOX 869 TAX 45(LS Pl'N "AX 44) TAX CODE 0211 1--49Fj,H2Ll UN1:MP
HAllLf.lCK WA 99339 L,ANrJ USE', 5000 COMM INC REST1.M'fJEf
____.__,__.._,....,___.._...._...'.' .." ..__.' ,_ ,.....,_...,_.._.... _.__...._.._. ,----..-------.-- .... ,-,-,-" ,.. - ,-.-----TAX..,STATUS----',"X -------IHF'RO
TOTAL
LEGAI_ sour~CE aWD 5/2/88 $190,800
------,.~~. ._-'-~---- _....~ .--...-- .... .....- ..". .._-_..-.-<._.,~-~-.,.....__.__...."..._-----..-..._---.~-~--_._-_..._-,_._.._-_._.
....,-........-........ .,..__.-._..~._._._- -.-.~.__._"....._._.__._..,-~,.. ---_._---_.--_..._._..~--_.
~
.
<~I< ~ c.\
,J ,r., ~ ,_ f
'"
'IQ"-
f
-
--
"i ..-~
-.
-_.._-~.
V ---I~_'.-
o
..~
o
..
"
J
{ (
~ E F F~ R SON C 0 U N l' Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
NAME -------* *----- LEGAL DESCRIPTION -------*
()
PAGE 2
6/12/91
*-,--- LAND VALUES ----*
CA 94533
S2 1'29 R1W .46A
TAX 28 <LESS TAX 31
~ 104 ~ 117 & 132)
IMPR LND
UNIMPR LND
TIMBER LND
Illr~
TOTAL A V
8,000
o
o
23,103
31.105
8.000
o
o
48,365
56,365
TAX CODE 021:1. 1-49F1H2Ll
LAND USE 1100 RES-SINGLE
T-AX-;;lTA'f\:JS---'fX
A E
WA 98339
S2 1'29 R1W .46A
.---'fAX-NO....--29;.-31:
AFF NO '/63907' IMPR L/.m
T-Ax-eo[lE~tt-'.t~9F-1H2L--1;--t:INfl'lF"R '_I~r1
LAND USE 1100 RES-SINGLE TIMBER LND
TAX STATUS TX I MPROVMNTS
TOTAL A V
-i:07"51'90-FAMlt (
RLING/SALLY
YN
ANE
WA 98339
-5/22/85
o i
:21 ,230 j
-()-,
o .
21,230
.45A
AFF NO;,:'S1228\ IMPR LND
TAX cOD~ 0211 1-49F1H2L1 UNIMPR LND
LANI:t'-tlSf.:.---<niX>'--vACANT-t::ANfr-T-xMFJE-R-tMJ)
TAX STA1'US TX I MPROVMNTS
TOTAL A V
S2 1'29 R:J.W
TAX 32
INGS BANK
N..J 08873
S2T29R1W .34A
TAX NO. 33 (REVISED)
AFF NO:;~'52(50), '.,".... IMPR LND
TAX CODE' 0211'l-49F1H2Ll UNIMPR LN[I
LANtl USE 1100 RES-SINGLE TIMBER LNI:I
TAX ST~~T8
TOTAL A V
9,000
o
o
3::;,400
44,400
11/19/85 $46,500
-N 52 T2~ ~1W .3SA
AMS TX 37(L E' 159.28')
WA 98339
7/31/90 FAMILY
iE CORF' S2 1'29 Rll1.J .19A
l'AX---;;S7 (E 1::;9T28'~
I-MF'f<-t=ND
UNIMPR LND
TIMBER LND
IMF'ROIJMNTS
TOT-AI=-t'I-V
6
6.000
o
500 . .... "
6-,500-,
AF~ ,,,.63:20:S
TAX CODE '0211 1-49F1H2Ll
LAND USE ' 9800 SITE IMPS
TAX ..STATUS TX
IMPR LNfJ 0 I
TAX-f:ODE--<<~1;'t-'.f:-049Pt+l2L 1 Ul~I-t1PR-I:.N[t-----c---.,-ih500-,.,..-
LAND'USE 9100 VACANT LANn TIMBER LND . 0
TAX STATUS TX IMPROVMN'rS 0'
TOTAL A V 3.500
AFF NO 51109' IMF'R LN[I 8,665
TAX COtIlE: 0:211 1-"I9F1H2L1 UNIMPR LNt. 0
'r~~~S 50~~ cOMM UIC RESI~~~~~~E \7~'
TOTAL A V 56,195' I
i
7,.000--'---'
o '
o
35,095
~:ih()95----:-
WA 98124
IR
I
--WA-98368
S2 1'29 R1W .11A
TAX 39 W/EAGEMENT
HA[ILOCK LAUNI)r~Y
--S2-T29-R~W---r37A--
TAX 41
t1FF-N0---50ci,&s ,
TAX COI;le: 021"
LAND US!! 1100
TAX STATUS TX
---'J:-MPR-l:;ND
1-49F1H2Ll UNIMF'R LND
RES-SINGLE 'TIMF.1ER L.Ntl
I MPF<OVMNTS
-'r-QT-AI.;;-A-V
I-C'
WA 98339
IMPR LND 26,090
-----T--AX-eOl)F.--()2 U'-i-l\9F-!+I2l.;;-t.---\.lNIMPR-L-:ND 0-
LAN[I USE 5000 COMM INC RE8TIMElER 1.,Ntl 0
TAX STATUS TX I MPF<OVMN1'S 64.800
TOTAI_ A V 90.890
-_.__._.__.__._...._-----------_._-'--,._~ ._._-_.~..-
~Ea S2 1'29 R1W 2.45A AFF' NO~564"12 O~~~p~N~ND 54,368
WA 98339 TAX 45(LS "'TN TAX 44) l.~~fPS~~, g~55 eO~~F~~eL~ESTIMF!ER LNr) 0 ..
__.........__.., ,_ -------- --T-AX--8TATUS--1X IMPROVMNTi3--t-<>'i'T'35()---'--'-'-
TOTAL A V 161,710
n..:" .t;2.r29,Rll;f,:;':'~3,6/('
)NE~-RD ."...,..._._,:,-,---;tf~-'042---~'''~''''''''''''''
WA 98358:
,I 5/2/88 $190,800
J ~
- .......-
\
-~
~
'-
\
o
o
,'.12 -, i
~-
-&11
~-,-..~
---- ~- -,
_11['-_
-,
-_.~ - ~ilWIIrII1il:I-~-
o
~:j.;:\;~;'-.-;:i:~'::;'
o
"
"1
\
..
(
f
'\."
J E F FER SON C 0 U N T Y
REAL PROPERTY MASTER LIST
PARCEL MAS~:E::~_,R~':-~.
*----- LEGAL DESCRIPTION -------*
o
RF'047
8.29.52
Z
<C .
:x:1-
1-a5
r:r:::!i
<C:=>
Wu
-'0
Uc
~~
':::1-
enu..
-0
~ >-,
~51
u.. <(,
:=>'
!QO
:I: wi
I-:I:
zH
j: Oi
z 1-,
wW'
::!i ,.
=>~
g~
O!::l
ww)
:I:u
I- i='
!:!:OJ
ZI
~!!21
f=i=
o '
z \J
*PARCEL 0:. *
*NAME 0:0*
*------- BILLING NAME -------*
*----
@.1..024023ft;;lOYCE'DOUGLA.St?
,~L;,J()YC1000 ~gLg~RMACUM RIl,_WA 9833S'
SO!, T29 R1W 'T3AX.7, 91A20!)'
TAX 46(LESS
.
'-"--_.._-'~--~~F NO 23557 ./ IMPR
TAX CODE 0211 1-49F1H2L:I. UNIMP
LAND USE 1500 H H COURTS TIMBE
. ----TAX-S'fATtiS----'f?(, It1ffiO
TOTAL
LEGAL SOURCE REC
------9()~24-024-SHORT,-RICHARD
SHOR3800 POBOX 730
HADLOCK
WA 98339
'-----s2-T29-R1i4 -3.-o0A-
TAX 47 ~ VAC R/W
TAX CODE
LAND USE
TAX STATUS
IMPR-
0211 1-49F1H2L1 UNIMP
9100 VACANT l.AND TIMF:'EI
TX IMPRO
TOTAL:-
LEGAL SOURCE 12039 21350
901 024 025 JEFFERSON TEMPLE ASSOC INC
JEFF4500--'P-Q-E<OX --764
HADLOCK WA 98339
32181 35436
52 T29 R1W
T-AX-"IB-t.-58
1.46A
AFF NO 56272 IMF'R I
'----'fAX,-CODE---Q2:l-:l.-1.--49F1H2L-t-UNIt1PI
LAND USE 9100 VACANT LAND TIM:Elf:::1
TAX STATUS TX IMF'F'~O'
TOTAL
901 024 028
WHIT2020
L~GAL-SOURCE-QCD-4/1788-CHANG~~F-NAME
WHITE, IRENE J S2 T29 R1W 1.76A
"INA E UItII TAX 51 (E OF OLD RD)
2303-;:'1:NE-TREE-1)R-SE ENt;:ARGErr-F.rY-W-32~+-'
PORT ORCHARD WA 98366 OF TX 44 LS R OF W
LEGAI_ SOURCE OCI' 6/4/86 FAMILY
HILL, FRE[, D
F'OBOX6
POULSBO
AFF NO 52831 IMF'R I
TAX CODE 021:\, 1-"'I9F1H2L.:1 UNIMPI
LANx:r-tJSE-tlO1:-11H=r(E-At:W7'L-N[11'"l:tl9Et
T',X STATUS TX IMF'RO'
MOB HOME AV 43,,:?-65 TOTAL
901 024 029
HILL2750
WA 98370
S2 T29 R1W
TAX 166
1.90A
AFF NO 56496 IMF'R I
TAX COIlE 0211 1-49F1H2L.1 UN I MF"'I
LAND USE 6000 COMM_BKS ETCTIMBEF
TAX-STATUS--'fX --IMPr~O\
TOTAL
LEGAL SOURCE 166/39132627
-90j,--o204--()30--GUNSTONE...--RENAE-[,
GUNS3000 1266 SOUTH ST
NEEDHAM MA 02192
23922 84/65
S2-T~9-R~~---.o8A---- ..
TAX NO. 52
WI'rH EASEMENT
ltiPR-t
TAX CODI! 02H 1-49F1H21_1 UNIMPF
LANII USE 6000 C:OMM_BI':;S ETCTIMJ::IF::F
TAX STATUS TX IMF'F"~m
.:rOTAI,;;-
LEGAL SOURCE 74/16 44/27 156/26951/332
901 024 031 VFW IMOTO POST 7498 S2 1'29 R1W
, --,---VFW* 1000 --. ' - ......,---..,- -,.. ---'''--..,--,-- TAX'-NO .---53 -,---
IMF'R I
TAX-CO['E---o211-1-49F1H21.:1--UNIMPF
LANII USE 9700 EXEMF'T TIMF.IE:F
TAX STATUS EX IMPRO~
..,_'__._________ TOTAL
AFF NO 1'57797::/ IMPR L
TAX COI'E 02U 1-49Fj,H21_1 UNIHI:'~
LAN!' USF:: 1 :1.00 RES-SINGI..F.: TIMFl[F
---,..'-------TAX-STATUS --TX-----IMPRrJI,
TOT"'L
-.~ . ----...--...-..,..-...., .---,--.,--..--.--..--..--
i --~O~'.:l8?~lg~~:~~41~~~~EN[,~U95~~, . t5%e:~g;,~~'~~f..~!!~.J
, .. . ~90". "',C H. I. HACUH. ,.,~,'..:R.. D..',,,,,,~,,,,,,,_.,, '",''' ',' , '
· . t'~D~CK--~~.-~::cWA~E!~~!::i--. .
l.EGAL SOURCE SPWD 12/2/88 $25,000
--90l'''0?4--033-'-5TOICAN'-['RILl;;INCl -'--92 'T29-R1W-'-2.'16A-
'ST012000 F' 0 BOX 161 TAX 55 (LESS E 100')
. SEQUIM WA 98382 LESS TAX 102
TAX CO [1[::
LAN[, USE
TAX STATlIS
. I_EGAL SOURCE 161/52332478
90j, 024 034 LARSON. ['OUGLAS V
----L;ARS2000-'-::iAgL8g~ 441
~
IMPR-'l;
0211 j,-49F'1H21,.l, UNIHPf.
5000 COMM INC RES'TIMF.tEf'
TX IM~~OV
',..",--TOTAL,
S2 1'29 R1W
"TAX eiS ..
(8 200' OF E 100')
ENLARGED
I.;.€GAL'-SOURCE~D-51"18"90""6e .'ooo-wop '... -____....__.---.:;-'
.52A
AFF NQ 62307 IHPR L
-.- -'TAX cor;":;:'.-'():?'l, 1--1-49F"'j,H2U, '-"UNIHF'I~
LANI. USE 9100 VACANT L.ANII T]:MI~r:::R
TAX STATUS TX I MPfo:OV
'..-'-----,-..,.,-..-..,....,. _.___ "'___..,"_,..,.....,_,.__,_".:~TAL
WA 98339
____.w_._.___....______...____._._...'~.,. ....H~. "".___~~~"..,...,..."".. '4"'_"_"
"r~~::'i~,f,;':~",:;i'.,:\,':,.:~;.;:,; ,
','
~ ('
'. ......1
"&&1... .L
.. I
:' .:,':. ':,"', :I- '. -. -', ".' . " ., . _ .. . ~ I
...~*li.lIl~....:l.___..J>.
L_
1IIaI'--
-
.,,~~
~
(
J E F FER SON C 0 U N l' Y
REAL PROPERTY MASTER LIST
PARCEL M~S~~~ RO~L
,-* *----- LEGAL DESCRIPTION -------*
SAia-XT, 24~(RL'E1WSS 3. 79A, {i;
T ..TAX' 1201
TAX CODE
LAND USE
TAX STATUS
IMPR-t..-ND
0211 1-49F1H2L1 UNIMPR LND
9100 VACANT L,AND TIMBER LN['
TX IMPROVMNTS
TOT-Al:-A-V
--S2-'f29-R1W --3000A--
TAX 47 & VAC R/W
~
o
o
..
. ,
()
"...
_k_ --
PAGE 3
6/12/91
*---- LAND VALUES ----*
AFF NO 23557 ./ IMF'R LN['
TAX CODE 0211 1-49F1H2L:1. UNIMPR LND
LAN[I USE 1500 M H COURTS TIMBER L.ND
TAX-S-TflTttS TX IIIF'ReVMNTS
TOTAL A V
1.46A
;2181 35436
S2 1'29 R1W
"--'f-AX-48 ~-S8
IGE-QF-NAME
S2 1'29 R1W 1.76A
TAX 51 <E OF OLD RD)
----ENL-:ARGE:J)-BY-W-32~'
OF TX 44 LS R OF W
,LY
S2 1'29 R1W 1.90A'
TAX 166
?3922 84/65
,---92-T29-Ri'W-----.()8A- -
TAX NO. 52
WITH EASEMENT
l~;6/26951/332
82 1'29 R1W
,--TAX-NO.-53'--'
-.----ii--::i'~T:i9 "rdlir:,:,.~46A':1 '
AX 'NO"~':""4"-'-'''-'''''~'
t:;. :.'. '" .' 'f
25,000
---'-'82 "1'29 -R1W --'-lhl'6A---
, TAX 55 <LESS E 100')
LESS TAX 102
AFF NO ; 56272.' IMPR LN[I
TAX-CODE--02:t-1--:t--49F1.-H2L--t-'-1JNI-MPf<-L-N[t
LAND USE 9100 VACANT LAND TIMB~R LND
TAX STATUS 1'X I MPROVHNTS
TOTAL A V
AFF NO ':/52a3:l>'~ IMPR LND
TAX CorlE 0211 1-.49F1H21:.1 UNIMPR LN[I
LANf.t--tfSE-~E-h--t.,NI'
T/.X STATUS TX IMF'ROVMNTS
MOB HOME AV 43,265 TOTAL A V
AFF NO 56496 IMPR LND
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
LAN[' USE 6000 COHM_BKS ETC1'IMtlER L.ND
T-AX-STA'ft:JS-'f'X I Mfl'f"<OIJMN'fS
TOTAI_ A V
I-MPR--I=N[t
TAX CODI! 0211 1-'49F1H21_1 UNIMPR LND
LAND IJSE 6000 COMM_1'lKS ETCTIHBER LND
TAX STATUS TX IMPROVMNTS
T-oT-AL-A-V
IMF'R I..N['
T-AX-CODE---02~1~~9F1H2L~~NIMPR-L~D
LAND USE 9700 EXEMPT TIMBER LND
TAX STATUS EX IMPROVHNTS
TOTAL A V
IHPR LND
UNIMF'R L.Ntl
TIHBER L~1f.1
I-MPROVMNTS
TOTAL A V
AFF NO 57797./
TAX com:: 0211 1'"49F1H21_1
LANtl USE 1100 RES-S!NGI..E
TAX-BTATUS---;'X
82,545
o
o
61",-22:3
149,770
<>
18,000
o
o
18~
o
1<T;-95O---
g f
10.950
39,335
o ,....,
0--
66,260
105.595
, 0
41.385
0<..' .'
--4-t50e-
45,a85
6 , :ns
o
o
45,400
51.975
11,,5~_
o
22,975
34,475
8,000
o
o
9..-080
17,080
TAX CO[.!:: 0211 1-49F1H2'_1 O~~~p~-N~';m 42-,.8'i'g-
TLAAXND8TUASTEUS 5000 COMM !He REST!HBER LND 0
TX IMPROVMNTS 18,000
"..--,--.,..,---..,..---,---.. ,.... '----'-,- ---------------1'OTAL--A - V ..------60 "8"'5-
.52A
E 3,00')
AFF Nr.l '62307 ' IMPR LN['
"-'-'--'---'-TAX' Ctl~lr.:: ---021-1--1-49F'-lH2L~i.-lINIMF'R-'~N['
LANtl UBe: 9100 VACANT l.ANtl TIMI~ER LN['
TAX STATUS TX IMF='ROVMN1'S
TOTItlL A V
82 1'29 R1W
'TAX 55'- ,
<S 200' OF
ENLARClED
a ,OOO-WOP
>... ..._--_._--..__._._-~._----
.. . "", ......~-- ._~._,...~_.._-_...._--~......_..__.,._-.--.-._~.._-
..;l."=--=i
, '.U: i ',.','.' i ...,' '
~U"'"
o
6 ..<>00
o
o
6,000
", ,'I, ; " 'I , ~ ~{,I,',:,:~;:,:~i~;t::.jt,~i:~::~;\:~i1r./.,;l",:.'~,~~~;a{:fJ:.~,l~):' l;1:.5~;',',,'.',:.:
. 10' :';';'?f;'\,' "'~:."l^'~,~ <f/{i';' 'j..,,,: .lO.". '.j""
,J
.1"
/'
--
--.....---,.
!\,
.~
~
''"
~
I'
o
o
i[ ,
~ J'l
-.....
:Y.;.' :,
'~~..........
o
tr".::z:"'!::.~;;:....
o
\.
.~
l.,;:
..
.,
c
.~.
n
t....../
)
RP047
*PARCEL to *
*NAHE to*
*-------
BILLING NAME
-------*
J E F FER SON C 0 U N l' Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
*----- LEGAL DESCRIPTION -------*
*----
Z
<1: .
:z:1-
l-aJ
cc:::E
<1:;:)
Wu
""'0
uo
~~
~I-
oou-
-0
:g ~I
<1: -I
cc"'"
U- <1:,
00;:)1
J: ~i
I- :z:'
Z 1-1
i= 01'
zl-
WW'
:::E -'
a~
g~
wwl
:z:u
~ 131
Zl
.. l~
~~} '" .~~X~~~'
z \, ,'i,,,,,,,,,,,,,", ".,
8.29.52
901 024 035
SEAT3200
SEATTLE FIRST NAT'L BANK
PROPERTIES OPERATIONS
POBOX 34033 HOB 16
-13EAT'fLE WA---981241-030!
LEGAL SOURCE 44/610 46/158 23/239 161/189
--901-o24-o36----MORRISON i-DONALD-R S2-T29 ---F."tlI---.-60A
MORR3900 SHARI L MORRISON TAX 59 LESS TAX 150
715 WATER ST
PORT TOWNSEND WA 98368
-----------_._-----
LEGAL SOURCE SWD 7/23/90 $82.000
901 024 037 INGMAN, KENNETH W
INGH3500---P--Q-E\OX-3:1:
HADLOCK
S2 1'29 R1W
TAX 57
LESS R/W
.40A
IMPR I
TAX CODE 0211 1-49F1H2L.1 UNIMPI
LAN[I IJSE 6000 COMM_BKS ETCTIMBEI
TAX-s'fATtJS-----'fX ItlPRe\
TOTAL
AFF-NO -----#,3<>82 I/1PR-t
TAX CODE 0211 1-49F1H2L1 UNIMPI
LAN[I USE 6000 COMM_BKS ETCTIMBEI
TAX STATUS TX I MPRO\
TOT,.,I=-
WA 98339
S2 1'29 R1W 0.50A
Tl'lX--6"1----( ENL-A!;13E[')
LESS TAX 141
IMPR I
TAX--COI1C---()21-1:--:\:-49F"1-H21.::1;--uNrMPI
LAND USE 5000 COMM INC RESTIMBEF
TAX STATUS TX I MPRO\
TOTAL
90:1. 024 038
MATT1700
LEGA~OURCE-1~~5"1~-e3~386
MATTHEW TRTEE, LOWELL G
MARIAN K MATTHEW TRUSTEE
11ATTHEW--FAM IL -V-T1'.1JST
PO BOX 1929
PORT TOWNSEND WA 98368
LEGAL SOtlf'<CE SWI' 4/22/91 $200,OOO~65339-40
i,O, RT" TO. WN.SEND, .'RE ALTY""',",".;:J:NC ~:(:;'T29::";R,11W.','.~t',1,~".$29A'f
'0 BOX.S'1'1 " '. ',< c..'. A",'NO;~~'" ,,,,,,,,',,,...,.,,
aRT "TO~SEND WA 983i!,9'T ~. ....,.q~.....c
S2 1'29 R1W
TAX 63
.34A
AFF NO /65338. IMF'R I
TAX COIlE 0211 1-49F1H2Ll UNIMPI
LANtr-tff3~MM::ftI<S-E-TCT".[-MltEi
TAX STATUS TX IMPRO~
TOTAL
LEGAL SOURCE 171/318
-~~i:i8a~g~: ~~~~~~D~~~g~~~lt--",-,--
;>..." ... .'. - .l590 FLAGLER RD .
. flAD':-:Cll?J:'____:?l>....-...WA 98339.'
L.EGAI_ SOURCE SWI' 8/11/88 $115,000
~9..0:l:a.()o{f:gr! I !!QlJ~~~.~ti~~~O...RY._ hS2T29..R1W,. .. ~29A
~. . ~criNO:aAY:WAY " :t~~X7t:'lo-~p-~_'
bcOORT LUIILOW "'WA'9836S;'
r ..
------..---LEGAI..-SOURCE -SWII-3/16/89-1;263,214-WOF'--ASUMP--'---------
901 024 042 BENSON, AARON E 82 1'29 R1W .27A
o DENS0400 :<!70 Gf'<IFF'ITH PT RII TAX 67
-------NORIILANI' . -""-",-",,ooWA --98358------.-.
t~""T,29~,;.,,~,..;29Ae
I. .AX"NO.:'.6'~'i.~""" '.."'.....,
IMPR I.
TAX COItE 0211 1-49F1H2L.1 UNIMPF
l.ANtl lISE 6300 BU(~INe:8S SERTIMBEF
-TAX--STATUS--'!'X I-MPRO~
TOTAL
AFF-N0'-5'i'()39...V-: IMPR-t
TAX CODE 0211 1-49F1H2L1 UNIMPf
LANtl lISE 5000 COMM INC RF.':STIMEIF.;F
TAX STATUS TX IMF>f'<O~
TOTAL-
A~.F NO 58497/ IMF'R L
TAX-COI'E---02H;-1-49F'lH21:~;-UNIHPF
LANIt USE 5000 COMM nlC RESTIMIIE:~F
TAX STATUS TX IMPRO~
TOTAI_
LE:GAL SCIUf<CE: SW[I 6/27/85 ASSUMPTION OF II/T
-------.-------..--- ~ -....-..-......--.... .._.__..._~.'.._..._--~~...~--------_..-..._.-
901 024 043 COLLEY, CAI_VIN 1_ S2 1'29 R1W . "lOA
001.1..0400 F' 0 BOX 3t.,;J. TAX 68 (LESS W 9:5')
HAm.C)CK WA 98339
AFF NO 5141:2 IMI"R L
TAX COIlE 0211 1-.q9F1H2U UNIM!"F
----. ----...--------/.::ANrl-USE---5000 -COMM -tNC-RE8TIMf.IE:f;
TAX STATUS TX IMF'ROI,
. TOTAI_
-'''-901--024 '044--
KA1'S1000
LEGAL SOURCE 12220 19909 27135
. KA'rl.'IIKAf"ES, ItEMETRIUS-
NANCY L,OU KATSII<AF'ES
F' 0 L~OX 128
HADLOCK WA 98339
...,..,......-.---...,
LF.;C~AI. sour<cf.: QCr.I-FOf'~FEIT
207364
J:Mr"R I.
TAX COltF..: 0211 1-.q9F1H21..1 UN:CMI"'f;
L.ANI' USE 1100 RES-SINC.~I_E TIMF.I"~R
'''-''--''---T AX ",131'1'1 TUS'-' "-TX ---- ......- ----,,---1: MPROIJ
TOTAL.
.... .........--..-.--..-----AFFmNO --~:l..1'9a-.. '---~-'IMPr("-I:
TAX COIlE 021:1 1-.q9F1H:?L.l UNIM!"R
LAND USE 6000 C:OMM_IIKS ETCTIMF.IF!R
TAX STATUfl TX IMf"RClIJ
-"... .._.n ....--- ---....-----.--...--c...-....-..-......-...---------.TOTAL.-
. ----.---.,,-.-
..--..----0082. 1'29 -R:l.W'-.-3f.lA
TAX 68 (W 95')
.'--"'--..' -.--.. ._.,-" ..'-'-.." ..._.-~~.--'---'~-- -"'....-...--~---...._--.-._-_.,~--...-~..,._.__. . "_..,._.._~...a..._...._...._'"__._,_
.
--
-
.-
1
.-.~
-
-r--.r-
iiP--
o
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PAGE 4
6/12/91
*---- LAND VALUES ----*
J E F FER SON C 0 U N l' Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
E -------* *----- LEGAL DESCRIPTION -------*
S2 1'29 R1W
TAX 57
LESS R/W
.40A
IMPR LNIt
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
LAND USE 6000 COMM_BKS ETCTIMBER LNIt
TAX--sTAftlS-----'fX II1PReIlHN'f5
TOTAL A V
BANK
S
16
,-9B1-241-030!
46/158 23/239 ~61/1S9
Sz-4'-29';:;'~OA
TAX 59 LESS TAX 150
{~PF-N~ .. 1I1F'R LNll
TAX COIlE' 0211 1-49F1H2L1 UNIMPR LNIt
LAND USE 6000 COMM_EtKS ETC1'IMBER LND
TAX STATUS TX I MPROVMNTS
TOT,.,I.:-A-V
, 98368
~3/90 $82,000
IMPR um
Tl'lX--eoI1C---021-:r.---.t:-49F-:tH2J::1;--t:tNI-HPR-1::Nt1
LAND USE 5000 COMM INC REST IMBER LND
TAX STATUS TX I MPROVMNTS
TOTAL A V
S2 T29 R1W 0.50A
"r"Ax--6-1---(-ENtA!;13EDt
LESS TAX 141
\ 98339
-e3~386
.L G
~STEE
~ 98368
~2/91 $200,OOO~65339-40
(.,INC .J!2. ':;Ci29:;:R:tW. 1~.l":!. 9.A..f'"
: 9B3<t'Er:" ..E:.*:'~:~9~~~0! ~"'"'~":= ....
AFF NO :~6533B.!i .... ... IMPR LNIt
TAX COIlE .......0211.. 1-49F1H2L1 UNIMPR LND
L'AN[rljS~~T"C'l'"flotElE-R-f::N['
TAX STATUS TX IMPROVMNTS
TOTAL A V
82 1'29 R1W
TAX 63
..34A
:I
~2..112ci~:W""";29.1.#
nAX'~O~:;~~jtrr;.,-".~J.J/,'
1\ 9833Cl
11/S8 $115,000
t,.S2vl:29....R 1W.,;..
l~X';::t!q.d~,~J? .
,;:?,9i:\,
A '98365':
16~Sc] -<J;263'.-214-WOF'--AeUHP
82 1'29 R1W .27A
TAX 67
AF'F NO '5141~ IMF'R LND
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
-;:AND-USE---5000-cOMM-i~C-RES1~MBER-bND
TAX STATUS TX IMF'ROVMNTS
TOTAl. A V
A '-98358 ."-
2"?/85 ASSUMPTION OF' IIIT
_... ..,_.__._~-_."_."----~-----
82 1'29 R1W .40A
TAX 68(LESS W 95')
IMPr~ I.NrJ
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
L,ANI' USr-.: 1100 f'<ES-SINr.~I.E TIMElER I.NII
..__....____--iAX-9TATUS.-TX----.----iMPROVMH'TS
. TOTAl. A V
_____ --'---AFF-NO ~:I:1~S -~- I MPR-f.;tolD
TAX CODE 0211 1-49F1H~L1 UNIMPR LND
LAND USr-.: 6000 COMM_9KS ETCTIM9ER I.NIt
TAX STATUS TX IMF'F<rJVMNTS
. ..__. ..__.__.______________ ToT-AI.:;-A-V
IA 98339
19909
:US-' ....
:6
JA 98339
mFEIT
2'7135 2'7364
..------S2T29-R1W.-.-3f.lA-
TAX 68 (W 96')
..._~-._-_...-_..-._..~ ._,-~._~ .~.~ ......,. ._,_..~".._-~_. ._.
i
28.880 i
o 1
o I
le7.90~1
136.780 .
1
i
\
42.81:;
o
o
35,600
78.,....-1 ::;
35.850
()-
o
16,655
52.505
24,695
o
e
30,965
55,680
21.2.10
o i
o j
2:1;-,-650-1'
42,860
I
21.21&-=-r
37,20g. .\
::;8,....~!
!
21,210 :
0-----'.
o
164,000
185.210
6,8Elg
()-
.51,730
58,610
17,115
o
o
""\rl.-45--
61,260 .
----.-------.-
12T4'.::;
o
o
11 7,185
129.'600--,--
..~...;_._~_......._.".-... .._.'.__..~-_..._.
,.
N 11II\'1
.~
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..- ~
o
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o
"-
.~
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c
(,
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REAL PROPERTY MASTER LIST
PARCEL MASTER R~LL ____._.____.
LEGAL DESCRIPTiON-~------~
o
)
8.29.52
z ,
<to
:z:\z
..... w ~
~~I
~g\
U 0'
OOw
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(I)~i
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:::E~:
~ ::d
u-~!
000'
:E wi
I- :Z::i
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zl-
ww'
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88
ww]
:z:u
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o
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,
*PARCEL .;. *
*NAME to*
~O.l. 024 045-~'-~~I'IURRAY; ROBEf'<T-E.---------!S2 T29 R1W
''''''MURR2S00' \62S"GISE.. . . TAX 'NO. 69
~".. ,. .... TPORT TOWNSEND.WA 98368;' l i
\ . -.---.-.
*-----.--
BILLING NAME -------*
*-----
*---
. 52&;
IMPR
TAX COIlE:: 0211 1--49F1H2L1 UNIM
l.AND USE 6000 COMM_.BKS ETCTIMB
TAX-STATUS---TX IMPR
TOTA
~i;~~~;~t? .~:;~~~;~~-~72/487
[HADLOCK'" WA 98339
~S2-1'29~W ."";~9~
I;:rAXNO~ 70 r""""~
IMPR
0211 1-49F1H2L1 UNIM
6000 COMM_.ElKS ETCTIMB
TX IMPR
-----'f"OTA
IMPR
TAX CODE 0211 1-49F1H2L1 UNIM,
L.AND--t:ISE--4600-1='ARKTNG'-f;;;O-TST-IMElI
TAX STATUS TX IMPRI
TOTAl
TAX CODE
l.ANI) USE
TAX STATUS
901 024 047 SEATTLE FIRST NAT'L BANK S2 1'29 R1W .a1A
SEAT3200 PROPERTIES OPERAT!ONS TAX 71
-p -0 ---ErOX '34033 --HOB -16'
SEATTLE WA 981241033
. LEGAL SOURCE 119451 2232-' 14019
"~~'~~[~3g3~i' Fi~~~PB~~O~~~.D...~' ..... '. '.~. ~~T.:~2.9~.~AW.u.'.G."1%.'.:_,.'A~'
'W: ..' .... ..... tHADLOCK __ ..____~Ul!!~~ " :37(Sl/'2)..~^"" ~"""'.
TAX COD~ 0211 1-49F1H2L1
LAND USE:: 9800 SITE IMPS
Tl'lX""'STA'ftlS--'fX
IMPR
UNIMI
TIMBJ
IMPRl
TOTAl
LEGAL SOURCE 171/456
~t:::-024~49T-tlURRAy.--:ROEte:RT;:;E- --- ----r.82::7f~.;;R:tW~.,5..1~-
" i;.l1uRR''-'700"' r.t':'IRDELLA'F. MU~RAY., J'TA... .NO;'-73.1.'. S'i:f0(5()W
, _h"."'"",.,,<, ~;$~!.~~8~~~J.ND. ,,~~.,ye3~~~' , .~-....~
LEGAI_ SOLJI~CE F'ACr' 1/5/88 $18,OOO-WOf"
,te.1 .1::00'-4'O~0; iI,'URR,AY' ROBE,RT,.E; l.S2 1'29 R1W.c.;14A'
~B~~.!.<?1?' r2~E.lffl~~\J~~A'Y' ~_. .-r1't~.:<..!' ,:;j(P.t,......
,ORT TOWNSEND. ::':Yf\' '7'~3~~}'
l.:EGAI_'-SOURCE-SWIt"'12/:I. 5/136""$17-..~OO'
'901,024 051,.. !SMITH, SCOTT"W' \ 82 1'29 R1W 0.23A ."
_~~""~'SMIT6755 ~~Y.B~X~~Ut!.'.~.. __. : .:c:.._-=_.__J:~X 74(N'LY eOt).d<!
l~~DLt;lCK WA 98339.~.'
~___.__-::___...~E:GAL SOURCE REC 1..2(~()/85. $~3.~~.I?<'><?...._... _..__.._.. ._ _____________..
. '/1101.. 024~:S2'" IfRUTTER, WILSON ...J,' (,:6:21'29 R1W 0.15A'. - .
"r 'RUTT3300 'P'O BOX,.325 4'. r;'Tf~X 74 <SLY 52') I
' . .___~LOCI< ,,' ~~.9~.3:3_9'
AFF-'fo/O--,.s5854..-L-
TAX COD!:: 0211 1--49F1H21_1
LANIt USE 1104 MH SITE RP
TAX STATUS TX
I-HF'f'c-
UNIMI
TIMEt!
IMF'R(
TOT'Al
AFF NO 53729..... IMF'F'<
TAX-C0[1F.:---02:H.---1~49F'1H21;;1-UN I MF
LAN[' USE:: 1104 MH SITE RF' TIMBE
TAX STATIJS TX IMPRC
TOTAL
AF'F NO 52151/ IMF'R
TAX COIlE 0211 :l-49F:1:H21..:l UNIMF
. - -..------f.~ANIt-_t/SI!-..-..'6000 -COMM.;;;EtKS-f:'TCT I MEtE
TAX STATUS TX IMPRC
TOTAL:
:0
IMF"R
TAX COII~ 0211. 1-49F1H2U. UNl:MF-
LAND USe:: 5000 COMM INC f'<ESTIMEIF.:
...--...--------TAX-ST....,.US---TX----.f~~:~E
.
LEGAL SOUf'<C~: j,71/S0 69/560 55/547 46/561
---<;l01"-024-053"-'-'REED '--TRUSTEE, . WESLEY--O -..---------g2..-T29.i":1W'.-:UA ..__
REF::f.I.M'50:l: GAIL R Fi:E::I::I:' Tf'<USTEE TAX nHENLCm BY TAX
WO ANI' GR REEII REV "RUST 145 )
F'O BfJX 30 SUJiC../ TO L,IFE ESTATE
......-------...-PORT HAItLOCK .WA.98339----.....--- --.-. _._....
LEGAL SOUf'~Cr:: QCI' 12/27/90 "RUST
-....~~.1.Rg~~6gg~ ......--~~~E ~R~~~f.Eh<~~~f~:!:..~. ."---'''-_.''-'''~X T.~:. ~!~_..!_!\\?~.__
WO AN[I GR REED REV TRUST
PO BOX 30
PORT HADLOCK WA 98339
-..----.--- ------LEC:lAI_ SOUf'<CE -QeI' ..12/27./90....-TRUST..-..........._.-- ......_.._ .,.___. .....____
AFF-NO.---6"04S60-'---------IMF'R-
TAX CO!:,,:: 02:\.1 1-49F:J.I-I:?I_:J. UN:tMP
I.ANII tlsr:: 1.100 RES-SINGt.1::: TIMEt!:::
TAX STATUS TX IMPRO
.-----.. .... ... -..".-..- ..-..... ..... TOTAL
AFF NO 64560 IMF'R I
.....-----,-flX ..COItE-....0211--1-~91::'1H~11..;1.--UN:tMPI
LAND USE 1100 RES'''SINGL,E l' I MEtF.':1
TAX STATUS TX IMF'ROI
--.. --.-----...... -_....__.._.!~!.~'::
I
I
" '----..--......-........., .... -..........-..-...." "-"I
-,' ..:..' ';;.:", I
. --....---:--... -.,,--
-
~ -"V-~ Q1IIHi<M---- ~~-
~~~..:;
I
---
'-
II.
-IRII
-----
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J E F FER SON C 0 U N l' Y
REAL PROPERTY MASTER LIST
PARCEL MASTER_R.OLL
*----- LEGAL DESCRIPTioN -------*
IE -------*
(;.
.'
PAGE 5
6/12/91
*---- LAND VALUES ----*
\ 98368 t
\ S2 T29 R1W ._.52!f!
\:n\x!"o. 69i
\ 98339
".62 T29,.c:-Fd.'W'....".,'".'29
~AX NO'.: '70 .~"..., ,,-..,;t!S;--
r.~;~'- - -. - -;
82 1'29 R1W
TAX 71
.81A
BANK
lS
"'1.6
\ 981241033
22327 14019
.,S:ot!,;t29,';;Riw,~
1!f4.:r.f'4)(.,;l.2<..EN.l.;;....
Jid3:!(8l/2);
."
.. ..,,:~t:,},If,
.-. - -~-
\ 98339"
t.~~~.-a;
" t~X':t:lO:,l73~:(;;~~.~~......,~l!i
~_J.~36g;
'5/8a $18,OOO-WOP
.;92 T29 R1W . ;"';14~:,i.
, TAX~3""!l'l~~"
98369)"
':1. 5/8l,'-1; 17 ',-000
\82 1'29 R1W 0.23Ai"
....._._.._I~~ 74(N'LY 80')"""
~ .98339 ?
IMPR LN[1
TAX CODE 0211 1-'49F1H2L1 UNIMPR LNI'
L.AN[1 USE 6000 COMM_BKS ETCTIMBER LND
TAX-STATUS-----'f"X ItlPRGVMNT-9
TOTAL A V
34,625
o
o .
94.......65-[
129,090 f
I
1-9.31;s---1
g !
78,175 i
9'h'"\9O-1
o 1
56_455 I
g I
56,455 I
32.a1~ I
o I
9,:390 i'
42,405 !
I
1 <>o--4'15-!
o ,
o '
1~'?~!
10,475 (
0-......
o '
10,47g l
17,030 I
&-1
87,570
104,600
UIPR-tND
TAX CODE 0211 1-49F1H2L1 UNIMPR L.NI'
'r~~[IS~~!fus 60~~ COMM_BI<S ETCI~~~B5M~~~
TOT-f-lL -A-V
IMF'R LND
TAX CODE 0211 1-49F1H2L1 UNIMPR LND
LAND-tjSE~600-pAh~~~G~TST~MBER-L~D
TAX STATUS TX IMPROVMNTS
TOTAL A V
TAX CODE 0211 1-49F1H2L1
LAND USE 9800 SITE IMF~
TAX-ST"ATtJg---'fX
IMF'R LNO
UNIMPR LND
TIME'ER I..ND
1 Mf"ROVMNTS
TOTAL A V
AFF-t10~5e54~~
TAX COIlE 0211 1-.49F1H2L1
LANII USE 1104 MH SITE RP
TAX STATUS TX
IIIPR-tND
UNIMPR LND
TIME'ER LNLl
IMPROVMNTS
TOTAl;;--,I\-V'
AFF NO 53729.1" IMF'R LND
T....X-eOI1f.':---021-1.----:I;--'l9F-1;-H21::1-11NIMf"R-L;./rJ
LAND USE 1104 MH SITE RP TIMBER '_ND
"AX STATUS TX I MPROVMNTS
TOTAL t\ V
AFF NO 52151 ./ IMF'R LND
TAX CODE 0211 1-49F1H2L1 UN1.MPR LND
-L-AND-llSE-'-6000 -COMM=EtKS-E-TCTIMEfER-L-tII~
TAX STATUS TX l.MPROVMNTS
TOTAL A V
120/85 $123,000
""9--a"':-9' ----.~~~~T~i~~~~.-~g;~,~~~.-- l~~oC8~~ g~M 60~~Fi~~I.'~ES~~~~~~Nt~B
~ "'... ---------TAX-13T....Tue-Tx. IMPROVMNTS
T01'AL A V
69/560 55/547 46/56:1.
(.0--..---..------82 -T29'-R:I.W-.-31A --
TAX n5< ENLGII BY TAX
fRUST 145)
SUll.J TO L,IFE ESTATE
'1913339 "n"'" ......--
12'1/90 TRUST
'( 0 82 T29 R1W .15A
.. .... ........-.-.... '-TAX"?6 .-.-........ '-'-"---""---'-
TRU8T
'2~~~~9."-TRU8T' .... ___n...___._.
11 ,455
o
o
Hh'.l.50-
24,605
-.---.-----AFF-N0-4041560 ' IMF'F:-l::NI. ;,Ur6-1-<)-
T/lX conE 0211 1-49F1H?L1 UNIMF'R LNI) 0
I.ANI' uar:: 1.100 RES-SINGI_E TIME'ER I..ND 0
TAX STATUS TX IMPROVMNTS 13,600
. '__n__' __._noo__"--'-" -...-.-.--- ....-. ..---..-.--. - '-----TOl'AL"A -V ------.-..-3St.21()--
AFF NO "64560... IMF'R I NrJ 7 000
-4'^x.-cOr'E---o21.1-J.~9F':l.H21_-1-UNIMF"R.-L..ND ' 0-
L.ANO USE 1100 REG-'SINGLE TIMF.tF.:R LNI' 0
TAX STATUS TX IMPROVMNTS 51,250
_"__'__' _TOTAL ~~__58,~50_
..' ~-'~-;.,'.---_......_._~..~_._,.~~-~,.~.'.-, _..~
.-.... ........-.-..---.--.... .---..-00-.------.....---.--...-.1
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f-aJ
CC;:E
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uo
OOw
ffl:z:
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ooU-
-0
:g ~!
<t ::;/
a:: <t:
u.. ~i
!!la'
:z: wi
I- J:,
Z f-;
i= ai
Z f-,
W w'
:::E-
;:)~
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8.29.52
J E F FER SON C 0 U N T Y
REAL PROPERTY MASTER LIST
PARCEL MASTER ROLL
--------"---~.
*.------- BILLING NAME -------* *----- LEGAL DESCRIPTION -------*
*-----
RP047
*PARCEL ~ *
*NAME ~*
901 024 OS5 SEAFIRST MORTGAGE CORP
SEAFSOOO POBOX C 34103
ATTN: NANCY
E-AT'fL-E WA~8"1'24
LEGAL SOURCE 173/46348/340
.-':- . '~RE-AT-NW--FE-DEf<AL-S-e.. L
.., ~REA2000'f..! ~ o '"BOX - 319' " J
,'''' ,. . -- "',REMERTON " WA . 9831~~'
S2 1'29 R1W .40A
TAX 79
TAX COIlE 0211 1-49F1H2L1
LAND USE 1100 RES-SINGLE
TAX-e'fAi-ttS~
IMPR L
UNIMPR
TIMBER
I ffi>RO\;I
TOTAL
':r;f29"';1i."1;W~0~'
. AX 'eo""'W(EAS~"
TAX COIlE
L.ANtl USE
TAX STATUS
0211 1-49F1H2L1
1100 RES-SINGLE
TX
I-MPR-t
lINIMPR
TIMBER
I MF'ROV
TOTAL-
LEGAL SOURCE 174/502
901 024 059
LARS2000
LUFT';,RICHARDS
HARrr-t1evER-EXE~
0020 31ST NE~' ,
'EATTLE 'WA 9812S'
GA~OU~~-2ST33--25996--38401
,",OEITK.ERi.'13.REGO. ~ W,'g):::r.. 29.-.,.'R. .1".:.',.,i'i".....6All"
'1f'RUQY.:BOEITKER ,,,.. J, Rx"'e2'~ ,!!'."....,~_."""_,..",.":r.
4'$0 "'0 BA'r'-1itf!IY' . ....
ORT LUDLOW WA 98365'
LEGAL SOURCE SWI' 3/16/89 $263,214-WOF' ASMPT
LARSON, [.OUGLAS V 82 T2~' R1W .06A
POBOX 441 TAX 84<Sl/2)RESIDUAL
HAIILOCK WA 98339
;~iT~~RiwE;L~i;36~t
IMPR L
TAX--COIlE~21-:l.-1----49F-:l.1-r.:~1.--uNIMF'R
L.ANI' USE 9100 VACANT LAND TIMBI'::R
TAX STATUS TX IMPROV
TOTAl..
AFF NO 5a497~ IMPR L
TAX COnE 0211 1-49F1H2L.1 lINIMPR
L.AN[!-tj9E---j:200-1'<ES-tI\:lr-F13I:lf':T'I-MF.lP-R
TAX STATUS TX IMPROV
TOTAL.
-0;!,~,024;05er f
1~'~iB.OEI~OOO '
IMF'f'< L
TAX COIlE 0211 1-49F1H21_1 IJNIMPR
LANtl ur~E 9100 VACANT LANII TIMElER
il'lX-STl'l'ftlS---4'X---I-MPROV
TOTAL
LEGAL SOURCE 12783 40363
, -Cl;,i\1c:c024.;o66 ~URACE-;;lR ;--;-;:IOSE"PH -.:t='- ..
- hol"1"'(SURA3000" ~>g414 NW BLUE RIDGE,jl'DR~'
. " ... ~J;ATTLE WA '991'7,7, I
LEGAL SOURCE 5/410
901 024 061 TIME OIL CO S:'l T29N f'<1W .44AC
l' IME-1~OO-'.p-o -BOX -24447-'rERM -ANNEX---'~f'AX-e6-&-P'1'N-vAC-1'<I' -ADd
SEATTLE WA 98124 W/EASE
". ',Il~
M~~J",;~~t\!W'IJ!~-" .
TAX COJ:IE 0211
LANI' USE: 1103,
TAX STATlIS TX
---MOEt-HOME-rW
:{ IIPR-t.:
1-49F1H21_1 UNIMF'R
MH'-REAI_W/LNtlT I M'fIER
IMPROV
6-,(X)O--TOTAI=-
l;EGAL--SOURCE "15505 '-31947 -39328----
901 024 063 REE[I TRUSTEE, WESLEY 0 82 T29N 1W 2.3SAC. I'1FF NO 64560 IMF'R L
C REED6501 GAIL R REEII TRUSTEE TX38,49,50,88,133(ELG BY 149~150) TAX com::: O:?U 1-49F:I,H2L:I, tlNIMF'R
-..-...-.-------WO ANti 'GRREEtl-REV TRUST ,------....--.--...-.---..--I.;;ANll-tJSE.--SOOO-COMM-!NC-;:;:e:STIMl'if.!R
F'O BOX 30 TAX STA"lIS TX J:Mf"ROV
F'or<T HAm.OCK WA 98339 TOTAI_
LEGAL SOURCE QCD 12/27/90 TRUST
ri___~."_'''_____~______~_ _ ~.... ".._-_.,--- ~'_..m..._._.,.._ -.". -----..----------...~--,~,-~ - _._.______..
901 024 0t!.4 BANCROFT, BII.,L Y Lr.,E:: 82 1'29 R1W
l'iANC01300 "F.lLE! EN'rERF'RISE8, INC "AX 89
F' 0 BOX 548"1
. --.--.-..-.-------.. ORANGE --'CA 92667-------'-..----.'.....-..."
LEGAL SOUf"<CE QCII 6/20/09 --0-
-..90:l'B~~~ogg~--~A~E~0~~tE~~'~f:~Es';r'iNC.---...- "'~)?~6 -R1W- . " 4'P~\
F' 0 BOX 5487
..___ .o__. ..... _.. _......__...ORAN13E C~.'?36~~,,__.. ._.__.._....____..
LEGAL. SOURCE QCII 6/20/89 -0-
IMPf'< L
T-AX-CaltE--<>2H -1-49F"LH2b1,---UN I MPR
LAND USE 5000 COMM INC R~STIMBER
TAX STATUS TX IMPROV
TOTAI_
.75A
(~FF NO 39204 IHF'I;: L.
TAX com::: 0211 1-49F1H2L1 UNJ:MF"R
,",ANr.1 USE 9100 VACANT L,AN[I TJ:MF.tI::R
--.......-1 AX -STATUS -.-- TX---...-..---..----IMf"ROV
TOTAI_
--'--.f.lFF-NO ---'59204'-'--'-'---IHPf'<"L:
TAX conE 02j,l 1-49F1H21_1 UNl:MPR
TLAAXHII UBE'; 9100 VACANT I..ANI:, TIM[IER
_._._..___.~TATUS TX IMF'ROV
.--- ' . ----....,. ....-.--.....-..-.....-..------.-.1'01'1'11.....
.__..------,.._..~.. .,,- ---~-_._--_.__.~
~~D~4.2":'=~_____...
"
~ .1'"
~ L.l"
--~
.~-
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