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1
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Coordination of Contract Documents, Plans, Special provisions,
specifications, and Adqenda
The four paragraphs of this subsection are revised to read:
1-04.2
3
4
5
6
7
8
9
10
The complete contract includes these parts: The Contract Form,
Proposal, Plans, Special Provisions, these Specifications, Addenda,
and all supplemental documents. These parts complement each other
in describing a complete work. Any requirement in one part binds as
if stated in all parts. The Contractor shall provide any work or
materials clearly implied in the description even if the contract
does not mention it specifically.
Any discrepancy in the parts of the contract shall be resolved by
fOllowing this order of precedence (e.g. 1 takes precedence over 2,
3, 4, 5, 6, and 7. 2 takes precedence over 3, 4, 5, 6, ~nd 7 and so
forth) :
1. Addenda
2. Proposal
3. Special provisions
4. Plans
5. Amendments to Standard Specifications
6. Standard Specifications
7. Standard Plans
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On the Plans, drawings, and Standard Plans, figured dimensions shall
take precedence over scaled dimensions. .
In case of any ambiguity or dispute over interpreting the contract,
the Engineer's decision will be final as provided in section 1-05.1.
26
27
SECTION 1-05, CONTROL OF WORK
August 29, 1988
28
1-05.3
Plans and Working Drawings
29 The fourth sentence of the third paragraph is revised to read:
30
31
32
Unless otherwise stated in the contract, the Engineer will require
up to 30 calendar days from the date the submittals are received
until they are sent to the Contractor.
33
1-05.12
Final Acceptance
34 The first sentence of the first paragraph is revised to read:
35
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The Contractor must perform all the obligations under the contract
before final acceptance can occur except as provided in section
1-09.9 for un.l.lateraJ. acceptance.
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SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
December 27, 1988
The following new section is added following section 1-07.9 Wages:
1-07.9(1) Employees Engaged In Production and Delivery of Aggregates
and Related Materials
In regards to the state of Washington minimum wage requirements of
RCW 39.12, the provisions of the following WAC 296-127-016 shall
apply:
WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN
THE PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED IN
ROAD CONSTRUCTION. The materials covered under this section
are sand, gravel, crushed rock, concrete mix, asphalt, or other
similar materials.
(1) For the purpose of this section, a Contractor or
subcontractor is defined as an employer who has contracted
to perform work on a public works project site. Employers
who produce and stockpile . these materials for public
agencies are not considered Contractors for the purpose of
this section. Workers who are employed by public works
Contractors or subcontractors are subject to the provisions
of Chapter 39.12 RCW when:
(a) They are engaged in the production of the above listed
materials for a pUbl,ic works project in a sand or
gravel pit, rock quarry, concrete mixing plant, or
other similar facility. or
(b) They are engaged in the transportation of the above
listed materials for use on the public works project,
whether or not they perform any work on the project
site.
( 2) Workers are subject to the provisions of Chapter 39.12 RCW,
regardless of who their emplo~er is, when:
(a) They deliver any of the above materials to public
works construction sites and perform any spreading,
leveling, rollinq, or otherwise participate in any
incorporation of the materials into the project. or
They wait at or noar the public works project site to
participate in the incorporation of the materials into
the project: or
(b)
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(c) They remove any materials from a public works
construction site pursuant to contract requirements
or specifications (e.g., excavated materials,
materials from demolished structures, cleanup
materials, etc.): or
(d) They work in a material production facility (e.g.,
batch plant, borrow pit, rock quarry, etc.,) which is
established for a public works project near a public
works construction site for the specific, but not
exclusive, purpose of supplying materials for the
project.
Workers are not subject to the prevailing wage requirements
of Chapter 39.12 RCW when: They are employed by a common
or contract carrier trucking company principally or
exclusively engaged in the hauling or delivery of such
products, and the employee's duties do not include
spreading, leveling, rolling, or otherwise participating
in the incorporation of the delivered materials into the
project.
If a firm falls under the provisions of RCW 39.12 by virtue of' WAC
296-127-0J.6 and does not fall into the category of contractor,
subcontractor, or agent of a subcontractor previously addressed in
section 1-07.9, then that firm shall comply with all the requirements
of RCW 39.12 including but not limited to:
(3 )
(],) File a "statement of Intent to Pay prevailing Wages"
(F700-029-000 or F700-029-111) with the industrial
statistician of the washington state Department of Labor
and Industries for approval,
(2) Submit a copy of the approved "Statement of Intent to Pay
prevailing Wages" (F700-029-000 or F700-029-111) to the
Engineer,
(3) Pay the prevailing rate of wage for each classification of
workers entitled to the prevailing wage,
(4) File an "Affidavit of Wages Paid" (F700-007-000 or
F700-007-111) with the industrial statistician of the
Washington state Department of Labor and Industries for
approval, and
(5) Submit a copy of the approved "Affidavit of wages Paid"
(F700-007-000 or F700-007-1J.1) to the Engineer.
The forms required only by virtue of WAC 296-127-016 shall be on the
forms provided by the industrial statistician of the Washington state
Department of Labor and Industries. The affected firms shall be
responsible for requesting these forms from that agency.
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The Contractor shall be responsible for ensuring compliance with the
requirements of WAC 296-127-016 by all firms engaged in any part of
the work necessary to complete the contract.
1-07.1l(7)A
Special Training Provisions
Item 3, Affirmative Action Recruitment Required, is revised to read:
3.
Affirmative Action Recruitment Required This training
commitment is not intended, and shall not be used, to
discriminate against any applicant for training, whether a
protected group individual or not. However, training and
upgrading of minorities and women toward journeyman status is
a primary objective of this Training Provision. Accordingly,
the Contractor/Subcontractor assigned training shall make every
effort to enroll minority and women trainees to the extent such
persons are available within a reasonable area of recruitment.
More specifically, if a nonminority male trainee/apprentice is
proposed for utilization toward meeting the training goal,'
approval may be granted if the Contractor/subcontractor
proposing to utilize the trainee is otherwise in compliance with
the contract's Equal Employment Opportunity and On-the-Job
Training requirements and further provides documentation as to
the efforts taken to fill the specific training position with
either minorities or females. or, if not otherwise in
compliance, furnishes evidence of hiS/her systematic and direct
recruitment efforts in regard to the position in question and
in promoting the enrollment and/or employment of minorities and
females in the craft which the proposed trainee is to be
trained.
As a minimum, a Contractor/Subcontractor who is not otherwise
in compliance can substantiate their systematic and direct
recruitment efforts by providing documentation as to the
following:
a. Written notification to minority and female
recruitment sources and community organizations of
available employment opportunities with the
Contractor/Subcontractor and/or enrollment
opportunities with its unions;
b. Records documenting the Contractor/Subcontractor's
efforts, and the outcome of those efforts, to employ
minority and female applicants and/or refer them to
unions.
c.
Records reflecting the Contractor/Subcontractor's
efforts/participation in developing minority and
female on-the-job training opportunities, including
upgrading programs and apprenticeShip;
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d. written notices to unions and training programs
disse~inating the Contractor/Subcontractor's EEO
policy and requesting their cooperation in achieving
his/her EEO and OJT obligations.
systematic and direct recruitment efforts must be through public
and private sources ~ikely to yield minority and female
trainees. Such documentation must be submitted in a timely
manner. Contractor/Subcontractor's compliance with this section
shall be made on a case-by-case basis. The Project Engineer's
determination of a Contractor/Subcontractor's compliance with
this section shall be administratively as provided in section
1-05.1.
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1-07.11(10)B Required Records and Retention
This section is revised to read:
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All records must be retained for a periOd of three years following
comp~etion of the contract work and shall be available at reasonable
times and places for inspection by authorized representatives of the
State Department of Transportation, and on Federal-aid projects, the
Federal Highway Administration.
On Federal-aid contracts only, the contractor/Subcontractor shal~
submit to the Project Engineer an annual report for each month of
July for the duration of the project. The report must indicate the
number of minority, women, and nonminority group employees currently
engaged in each work classification required by the contract work.
This information is to be reported on Form PR 1391 by August 11.
All contractors/subcontractors having contracts of $10,000 or more
that are State or Federally funded shall submit a copy of the Office
of Federal Contract Compliance (OFCCP) form CC-257 to the Project
Engineer by the fifth of the month during the term of the contract.
Failure to submit the required reports by their due dates 'may result
in the withholding of progress estimate payments.
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34
SECTION 1-08, PROSECUTION AND PROGRESS
December 27, 1988
1-08.1
Subcontracting
35
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The fifth paragraph is revised to read:
The Department will not consider as subcontracting: (1) purchase of
sand, gravel, crushed stone, crushed Slag, batched concrete
aggregates, ready mix concrete, fabricated structural steel, and any
other materials supplied by established and recognized commercial
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plants. or (2) delivery of these materials to the work site in
vehicles owned or operated by such plants or by recognized commercial
hauling companies. However, the Washington state Department of Labor
and Industries may determine that RCW 39.12 applies to the employees
of such firms identified in (1) and (2) above in accordance with WAC
296-127-016. If this should occur, the provisions of Section
1-07.9(1) shall apply.
8
1-08.3
Progress Schedule
9 The first paragraph of this section is supplemented by the following
10 paragraph:
11 The Department allocates its resources to a contract based on the
12 total time allowed in the contract. The Department will accept a
13 progress schedule indicating an early completion but cannot guarantee
14 Department resources will be available to meet the accelerated
15 schedule. No additional compensation will be allowed if the
l6 Contractor is not able to meet their accelerated schedule due to the
17 unavailability of Department resources or_for other reasons beyond
18 the Department's control.
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19 SECTION 1-09, MEASUREMENT AND PAYMENT
20 October 31, 1988
21
1-09.1
Measurement of Quantities
22 The column headings for the tabulation CONVERSION FACTORS AVERAGE WEIGHTS
23 AND VOLUMES OF ASPHALT are corrected to read:
24
25
Grade
Gallons ~er
Ton @ 60 F
Pounds per
Gallon (3 60.F
26
1-09.6
Force Account
27
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Item No.6, Contractor Markup on subcontractors, is revised to read:
When work is performed on a force account basis by approved
subcontractors, the Contractor will be allowed an additional markup
equal to 5 percent of the total cost computed for 1, 2, 3, 4, and 5
for all administrative costs.
1-09.8
Pftynlent for Material on Hand
33 The following paragraph is added after the first paraqraph:
34
35
The state may reimburse the Contractor for traffic siqnal controllers
as follows:
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Fifty percent when the traffic signal controller and all
components are received and assembled into a complete unit at
the Headquarters Materials Laboratory.
2.
One hundred percent when
approved for shipment to
Materials Laboratory.
the traffic signal controller is
the project by the Headquarters
SECTION 2-01, CLEARING, GRUBBING, AND ROJ..DSIDE CLEANUP
April 11, 1988
2-01.2
Disposal of Usable Material and Debris
This section is supplemented with the following:
Disposal of debris in a Contractor provided waste site shall meet
the requirements of section 2-03.3(7)C.
SECTION 2-02, REKOVAL OF STRUCTURES AND OBSTRUCTIONS
April 11, 1988
2-02.3(1) General Requirements
The last paragraph is revised to read:
The Contractor may dispose of waste material in state-owned sites if
the special provisions or the Engineer permit it. otherwise, the
contractor shall arrange to dispose of waste at no expense to the
state and any such disposal shall meet the requirements of Section
2-03.3(7)C.
22
23
SECTION 2-03, ROADWAY EXCAVATION AND EHBANKHENT
August 29, 1988
2-03.3(7) Disposal of Surplus Material
24
25 This section is revised to read:
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2-03.3(7) Disposal of Surplus Material
2-03.3(7)A General
The Contractor shall haul all excavation to the nearest embankment,
unless the Engineer declares the hauling distance to be too great.
If excavation yields more material than needed for nearby
embankments, the Contractor shall dispose of the excess in keeping
with the Special provisions or as the Engineer directs.
2-03.3(7)B Haul
33
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When the contract includes a payment item for haul, the state will
pay as follows for hauling excess excavation to a disp~sal site:
1. If the state provides a site, but the Contractor chooses
to haul elsewhere, the state will pay for all actual
mileage up to but not exceeding the mileage that would have
been necessary using the State site.
2. If the state does not provide a site, the state will pay
for all actual mileage up to but not exceeding the mileage
necessary to haul to a site 1 mile from the project limits.
2-03.3(7)C Contractor Provided Disposal site
If the state provides no waste site, but requires disposal of excess
excavation or other materials, the Contractor shall arrange for
disposal at no expense to the state, except as provided in section
2-03.3(7)B Item 2.
The Contractor shall acquire all permits and approvals required for
the use of the disposal site. The cost of any such permits and
approvals shall be included in the bid prices for other work.
The Contractor shall, if requested by the Engineer, 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.
Disposal of excess material within a wetland area will not be allowed
without a section 404 permit issued by the U.S. corps of Engineers,
and approval by the local agency with jurisdiction over the wetlands.
Wetlands are defined as those areas inundated or saturated by ground
or surface water at a frequency and duration sufficient to support,
and that under normal circumstances do support, a prevalence of
vegetation typically adapted for life in saturated soil conditions.
Wetlands generally include swamps, marshes, bogs, and similar areas.
The Contractor shall protect, indemnify and save harmless the State
from any damages that may arise from the contractor's activities in
making these arrangements. Such indemnity shall be in accordance
with RCW 4.24.115 as amendea by CH. 305, Laws of 1986. Any action
required to satisfy any permit and/or any approval requirements in
a Contractor provided disposal si te shall be performed by the
Contractor at no additional expense to the state.
Reclamation of a contractor-supplied waste site must conform to the
requirements of section 3-03.
2-03.3(14)C
Compacting Earth Embankments
The first sentence of the twelfth paragraph is revised to read:
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Under Method B, the moisture content of the material shall not exceed
3 percent above the optimum determined by the tests described in
Section 2~03.3(14)D.
4
2-03.3(14)I
Embankments at Bridge and Trestle Ends
5
The first sentence of the first paragraph is revised to read:
This work consists of filling around the ends of trestles and
bridges, the area defined in section 1-01.2.
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SECTION 2-09, STRUCTURE EXCAVATION
May 23, 1988
10
2-09.3(1)D
Disposal of Excavated Material
11
The second paragraph is supplemented with the following:
Any such disposal shall meet the requirements of section 2-03.3(7)C.
12
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2-09.3(4)
Construction Requirements, Structure Excavation, Class B
14
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This section is revised as follows:
Delete the third and fourth sentence of the third paragraph.
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2-09.4
Measurement
This section is supplemented with the following:
Shoring and Cribbing or extra excavation Class B will be measured by
the square foot as follows: '
Where the trench is excavated to a depth of 4 feet or more and
shoring and cribbing is constructed or the earth faces are
excavated to the slope of repose provided it is 3/4 to 1 or
flatter as required to meet safety regulations, the area for
payment will be measured on each side of the trench or
excavation where such work is performed. Measurement will be
made from the existing ground line or from the neat lines of a
designated grading section at the outer limit defined for
payment for structure excavation to the bottom of the excavation
and for the length of the work actually perfo:rmed. The bottom
elevation for measurement will be the bottom of the excavation
as shown in the plans or as otherwise established by the
Engineer.
Payment
2-09.5
This section is supplemented with the following:
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7. "Shoring and Cribbing or Extra Excavation Class B", per square
foot.
The unit contract price per square foot shall be full pay for the
construction and reMoval of shoring and cribbing. The unit contract
price per square foot shall be full pay for all excavation, backfill,
compaction, and other work required when extra excavation is used in
lieu of constructing shoring and cribbing. If select backfill
material is required for backfilling within the limits of the
structure excavation, it shall also be required as backfill material
for the extra excavation at the Contractor's expense.
If there is no bid item for shoring and cribbing or extra excavation
Class B on a square foot basis and the nature of the excavation is
such that Shoring and cribbing,or extra excavation is required as
determined by the Engineer. payment to the Contractor for the work
will be made in accordance with Section 1-04.4.
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
January 30, 1989
3-01.3(5)
!-1oving Plant
The reimbursement for haul addressed in the first sentence of the third
paragraph is revised from $0.20 to $0.25.
3-01. 4 (1)
Acquisition and Development
The last sentence of the third paragraph is revised to read:
When the Contractor intends to operate a source under the
Department's blanket surface mining permit, the Contractor shall
submit a reclamation plan for approval. No work shall begin in the
pit or quarry before the reclamation plan is approved by the
Engineer.
SECTION 3-03, SITE RECLAMATION
December 1.2, 1.988
3-03.2(1) state-Provided sites
This Section is revised to read:
All borrow, quarry, or pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished by
the state shall be reclaimed as shown in the plans and as designated
by the Engineer.
11
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Ul timate reclamation plans are not normally required for borrow,
quarry, or pit sites not meeting the above criteria or stockpile or
waste sites. However, all such sites shall be reclaimed to the
extent necessary to control erosion and provide satisfactorY
appearance consistent with anticipated future use.
3-03.2(2) contractor-provided sites
The first sentence in the paragraph is revised to read:
All borrow, quarry, and pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are ownec or furnished by
the Contractor shall be reclaimed in accordance with the conditions
and requirements of an approved operating permit acquired from the
Department of Natural Resources.
The first sentence in the third paragraph is revised to read:
Ultimate reclamation plans are not required for borrow, quarry, or
pit sites not meeting the above criteria or for stockpile or waste
sites.
The fourth paragraph is~evised to read:
compliance with the state Environmental policy Act (SEPA) is required
for sites involving more than 100 cubic yards of excavation or
landfill throughout the lifetime of the site unless the local agency
in which the project is located establishes a greater amount. sites
involving more than 500 cubic yards of excavation or landfill
throughout the lifetime of the site always require compliance with
SEPA. Those reclamation plans to be approved by the Department of
Transportation shall be prepared and submitted for approval as herein
specified.
SECTION 5-04, ASPHALT CONCRETE PAVEMENT
February 27, 1989
5-04.2 Materials
The list of materials and references is supplemented with the following:
Recycling Agent.............9-02.1(5)
5-04.3(3) Asphalt Pavers
The sixth paragraph is supplemented by the following:
These areas, as determined by the Engineer, may include, but are not
limited to, gore areas, road approaches, left-turn channelizations,
and tapers.
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S-04.3(5)D Soil Residual Herbicide
The third paragraph is revised to read:
Application of the herbicide shall be performed in accordance with
Section 8-02.3(2).
S-04.3(10)B Control
2
3
4
5
6
The third paragraph is revised to read:
Cores may be used as an alternate to the nuclear density gauge tests.
When cores are taken by the State at the request of the contractor,
they shall be requested by noon of the next workday after paving.
The state shall be reimbursed for the coring expenses at the rate of
$75 per core when the core indicates the acceptable level of
compaction within a ~ot has not been achieved.
The first sentence of the fifth paragraph is revised to read:
Asphalt concrete Classes B, E, F, and G constructed under conditions
other than listed above shall be compacted on the basis of a test
point evaluation of the compaction train.
7
8
9
10
11
12
13
14
15
16
17
5-04.3(17) Paving Under Traffic
Add the following after the first paragraph:
The Contractor shall minimize any pavement drop-offs to traffic
during nonworking hours. Unless otherwise specified in the Traffic
Control Plan, pavement drop-offs (abrupt pavement changes) left
exposed to traffic during nonworking hours shall be protected as
follows:
18
19
20
21
22
23
24
25
26
Drop-offs up to 0.20 foot, unless otherwise ordered by the
Engineer, may remain exposed with appropriate warning signs
alerting motorists of the condition.
Drop-offs more than 0.20 foot that are in the traveled way
or auxiliary lane will not be allowed unless protected with
appropriate warning signs and further protected as
indicated in 3b or 3c below.
1.
27
28
29
30
2.
31
32
33
34
Drop-offs more than 0.20 foot, but no more than 0.50 foot,
that are not wit~in the traveled way shall be protected
with appropriate warning signs and further protected by
having one of the following:
3.
35
36
A wedge of stable material placed at a slope of
4:1 or flatter.
a.
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b. Channelizing devices placed along the traffic
side of the drop-off and a new edge-of-pavement
stripe placed 3 feet from the drop-off. The
maximum spacing between the devices in feet shall
be twice the posted speed in MPH. Pavement
drop-off warning signs shall be placed in advance
and throughout the drop-off treatment.
c. Temporary concrete barrier or other approved
barrier installed on the tr'iffic side of the
drop-off with 1 foot between the drop-off and
the back of the barrier and a new edge of
pavement stripe 2 feet from the face of the
barrier. An approved terminal, flare, or impact
attenuator will be required at the beginning of
the section. For night use, the barrier shall
have standard delineation such as paint,
reflective tape, lane markers, or warning lights.
Drop-offs more than 0.50 foot that are not within the
traveled way or auxiliary lane shall be protected with
appropriate warning signs and further protected as
indicated in 3a or 3c.
8
9
10
11
12
13
14
15
16
17
18
19
20
21
4.
22
23
24
25
26
27
5.
Open trenches within the traveled way or auxiliary lane
shall have a steel-plate cover placed over them. A wedge
of suitable material, if required, shall be placed for a
smooth transition between the pavement and the steel plate.
Warning signs shall be used to alert motorists of the
presence of the steel plates.
28 SECTION 7-02, CULVERTS
29 May 23, 1988
30
31
7-02.3(1) Placing Culvert Pipe - General
This section is supplemented with the following:
Any shoring and cribbing or extra excavation required shall meet the
requirements of Sec't:.ion 2-09.3.
32
33
34 7-02.4 Measurement
35 This section is supplemented with the following:
36
37
38
Shoring and cribbing or extra excavation will be measured as
specified in Section 2-09.4.
7-02.5 Payment
39 This section is supplemented with the following:
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21. "Shoring and Cribbing or Extra Excavation Class B", per square
foot.
3
4
5
The unit contract price per square foot for "Shoring and cribhing or
Extra Excavation Class B", shall be full pay for the work as
specified in section 2-09.5.
6
7
8
SECTION 7-10, TRENCH EXCAVATION, FOURDATION BEDDING, AND BACKFILL FOR
WATER HAINS
May 23, 1988
7-10.3(7) Trench Excavation
This section is supplemented with the following:
If workers enter any trench or other excavation 4 feet or more in
depth that does not meet the open pit requirements of section
2-09.3(3)B, it shall be shored and cribbed. The Contractor alone
shall be responsible for worker safety, and the state assumes no
responsibility.
The Contractor must submit six sets of plans before shoring or
cribbing. These plans must meet the plan requirements set forth in
section 2-09.3(3)D.
Upon completing the work, the Contractor shall remove all shoring
and cribbing unless the plans or the Engineer direct otherwise.
7-10.4 Measurement
This section is supplemented with the following:
Shoring and cribbing or extra excavation trench, will be measured as
specified in section 2-09.4 for shoring and cribbing or extra
excavation Class B.
9
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12
J.3
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15
16
17
18
19
20
21'
22
23
24
25
26
27
28
29
7-J.0.5 payment
This section'is supplemented with the following:
5. "Shoring and Cribbing or Extra Excavation Trench", per square
foot.
The unit contract price per square foot for "Shoring and Cribbing or
Extra Excavation Trench", shall be full pay for the work alii specified
in section 2-09.5 for shoring and cribbing or extra exoavation Clams
B.
30
31
32
33
34
SECTION 8-09, LANE KARKERS
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December 12, 1988
This section is deleted in its entirety and replaced with the following:
8-09 RAISED PAVEMENT MARKERS
8-09.1 Description
This work shall consist of furnishing and installing raised pavement
markers of the type specified in the Plans, in accordance with these
specifications, and at the locations indicated in the Plans or where
designated by the Engineer. The color of raised pavement markers
shall conform to the color of the marking for which they supplement,
substitute for, or serve as a positioning guide for.
8-09.2 Materials
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Raised pavement marker (RPM) shall meet the requirements of the
following Sections:
RPM Type 1
RPM Type 2
RPM Type 3
Adhesive
9-21.1
9-21. 2
9-21.3
9-26.2
8-09.3 construction Requirements
8-09.3(1) Surface Preparation
All sand, dirt, and loose extraneous material shall be swept or blown
away from the marker location and the cleaned surface prepared by one
of the following procedures:
When deemed necessary by the Engineer, all surface dirt within
areas to receive markers shall be removed. Large areas of tar,
grease, or foreign materials may require sandblasting, steam
cleaning, or power brooming to accomplish complete removal.
Application of markers shall not proceed until final
authorization is received from the Engineer.
The pavement shall be surface dry, and in cool weather shall be
heated by intense radiant heat (not direct flame) for a
sufficient J.ength of time to warm the pavement areas o~ marker
application to a minimum of 70 degrees F.
8-09.3(2) Marker Preparation
Type 2 markers may be warmed prior to setting by heating to a maximum
temperature of 120 degrees F for a maximum of 10 minutes.
8-09.3(3) Adhesive preparation
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The adhesive shall be maintained at a temperature of 60 degrees to
85 degrees F before use and during application.
Component A shall be added to component B just before use and mixed
to a smooth uniform blend. The unused mixed adhesive shall be
discarded when polymerization has caused stiffening and reduction of
workability.
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8-09.3(4) Application Procedure
The marker shall be affixed to the prepared pavement area with
sufficient adhesive so as to squeeze out a small bead of adhesive
around the entire periphery of the marker. The required amount of
adhesive per marker will normally be in the range of 20 to 40 grams.
The sequence of operations shall be as rapid as possible. Adhesive
shall be in place and the marker seated in not more than 30 seconds
after the removal of the pavement preheat or warm air blast. The
marker shall not have cooled more than one minute before seating.
The length of the pavement preheat or warming shall be adjusted so
as to ensure bonding of the marker in not more than 15 minutes.
Bonding will be considered satisfactory when adhesive develops a
minimum bond strength in tension of not less than 800 grams per IJ
square inch or a total tension strength of 25 pounds. l
Markers shall be spaced and aligned as shown in the Standard Plan U
and as specified by the Engineer. A displacement of not more than
1/2 inch left or right of established guide line ,.,il.l be permitted.
The Contractor shall remove and replace at no expense to the state ('J
all improperly placed markers.
Markers shall not be placed over longitudinal or transverse joints
in the pavement surface. n
On roadway sections which are not open to public traffic, the
preheating of the markers by dry heating before setting will not be [1
required provided the adhesive develops the required bond strength
of 800 grams per square inch in less than three hours. If the
roadway section is carrying public traffic during the installation
of the markers, the 15 minute set-to-traffic provision will be ! I
enforced, and necessary flagging and traffic control will be
required.
8-09.4 Measurement
Measurement of markers will be by units of one hundred for each type
of marker furnished and set in place.
S-09.5 Payment
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Payment will be made for each of the following bid items that are
included in the proposal:
3
4
5
1-
2.
3.
"Raised Pavement Marker Type 1", per hundred.
"Raised Pavement Marker Type 2", per hundred.
"Raised Pavement Marker Type 3 - In.", per hundred.
6
7
8
9
10
11
12
The unit contract price per hundred for "Raised Pavement Marker Type
1", "Raised Pavement Marker Type 2", and "Raised Pavement Marker TYPe
3 - _ In." shall be full pay for all labor, materials, and
equipment necessary for furnishing and installing the markers in
accordance with these Specifications including all cost and expense
involved with traffic control except for reimbursement for labor for
traffic control in accordance with Section 1-07.23(5).
,',
13 SECTION 8-21, PERMAHENT SIGNING
14 January 25, 1988
15 8-21.3(9)B Nonshrink Grout
16 This section is revised to read:
17 8-21.3(9)B Grout
18 Grout shall conform to the requirements of Section 6-03.3(36)
19 SECTION 8-22, PAVEMENT MARKING
20 January 4, 1988
21 8-22.2 Materials
22 The second sentence of the second paragraph is revised to read:
23
24
Glass beads shall comply with specifications for adherence coated
glass spheres.
25 SECTXON 9-03, AGGREGATES
26 August 29, 1988
27
9-03.1(2)B Grading
28 The first paragraph is revised to read:
29
30
31
32
33
34
Fine aggregate for portland cement concrete shall be Class 1 or 2
gradation only. Class 1 may be used for all classes of concrete,
Class 2 use will be limited to concrete Class B, C, D, or DX unless
stated otherwise in the specifications. Fine aggregate for concrete
in slip-for.med traffic or pedestrian barriers may be either Class 1
or Class 2.
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2
This section is deleted in its entirety, and is replaced by the following:
3
9-03.1(2)D Vacant
9-03.8(3)A Gradation - Future Use
In the FINE AGGREGATE table, the percent passing u.s. No. 200 sieve for
the various classes of asphalt concrete is revised to read:
4
5
6
7
8
Class
u.s. No. 200
B
5.0-9.0
D
2.0-5.0
E F G
3.0-12.0 3.0-12.0 3.0-7.0
9
9-03.8(6) proportions of Materiais
In the GRADING AND ASPHALT REQUIREMENTS table, the percent passing the
u.s. No. 200 sieve for the various classes of asphalt concrete is revised
to read:
10
11
12
13
14
Class
U.s. No. 200
B
3.0-7.0
D
2.0-5.0
E
2.0-9.0
F
2.0-8.0
G
3.0-7.0
15
16
17
18
9-03.15 Test Methods for Aggregates
In the tabulation on Page 493, Test Method AASHTO T 150 titled Percentage
of Particles of Less than 1.95 specific Gravity is deleted, and replaced
with:
19
Lightweight Pieces in Aggregates, Test Method WSDOT No. 122
20
21
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
April 11, 1988
9-05.1 Drain Pipe
The following subsection is added:
9-05.1(7) corrugated Polyethylene Drain Pipe
corrugated polyethylene drain pipe, 12-inch thru 24-inch diameter
maximum, shall meet the minimum requirements of AASHTO M 294.
9-05.2 Underdrain Pipe
The following subsection is added:
9-05.2(8) Perforated Corrugated polyethylene Underdrain Pipe
22
23
24
25
26
27
28
29
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Perforated corrugated polyethylene underdrain pipe, 12-inch thru
24-inch diameter maximum, shall meet the minimum requirements of
AASHTO M 294. Perforations shall be in accordance with AASHTO M 252.
9-05.9 Steel spiral Rib storm Sewer pipe
This section is revised to read:
Steel spiral rib storm sewer pipe shall be manufactured of metallic
coated (aluminized or galvanized) corrugated steel and inspected in
conformance with section 9-05.4. The size, coating, and metal shall
be as shown in the Plans or in the Specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to the
Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these Specifications. The
Engineer may require additional information or tests to be performed
by the contractor, at no expense to the State.
'Jnless otherwise specified, spiral rib storm sewer pipe shall be
~urnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe. Pipe ends shall' be cut evenly. spiral rib pipe shall
be fabricated either by using a continuous helical lock seam with a
seam gasket or a continuous helical welded seam paralleling the rib.
For spiral rib storm sewer pipe, helical ribs shall project outwardly
from the smooth pipe wall and shall be fabricated from a single
thickness of material. The ribs shall be essentially rectangular and
shall be 3/4 inch plus two times the wall thickness (2t) plus or
minus 1/8 inch (measured outside to outside) and a minimum of 0.95
inch high (measured as the minimum vertical distance from the outside
of pipe wall immediately adjacent to the lockseam or stiffener to the
top surface of rib). The maximum spacing of the ribs shall be ~~.75
inches center to center (measured normal to the direction of the
ribs). The radius of bend of the metal at the corners of the ribs
shall be a minimum of 0.10 inch and a maximum of 0.~7 inch. If the
sheet between adjacent ribs does not contain a lockseam, a stiffener
shall be included midway between ribs, having a nominal 'radius of
0.25 inch and a minimum height of 0.20 inch toward the outside of the
pipe. Pipe shall be fabricated with ends that can be effectively
jointed with coupling bands.
narrow pitch spiral rib pipe shall be
The bituminous treatment for spiral
requirements of Sections 9-05.4(3) and
When required, spiral rib or
bituminous treated or paved.
rib pipe shall conform to the
90-5.4(4).
For narrow pitch spiral rib sewer pipe, the helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be .375 inch %
1/8 inch wide (measured outside to outside) and a minimum of .4375
inch high (measured as the minimum vertical distance from the outside
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of pipe wall to top surface of the rib). The maximum spacing of ribs
shall be 4.80 inches center to center (measured normal to the
direction of the ribs). The radius of bend of the metal at the
corners of the ribs shall be 0.0625 inch with an allowable tolerance
of i: 10 percent.
9-05.9(1) continuous Lock Seam Pipe
Pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The lock seam shall be formed in
the flat between ribs and shall conform to sections 7.5.1 through
7.5.3 of AASHTO M 36.
For narrow pitch spiral rib storm sewer pipe, the lap width specified
in section 7.5.1 shall be 1/4 inch.
For use in applications without bituminous treatment, the continuous
lockseam must be qualified by tests conducted by the Headquarters
Materials Laboratory.
9-05.9(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted by
the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, gasketed spiral rib, or narrow pitch spiral
rib lock seam steel pipe. Only those specific pipe sizes and gasket
materials approved under the qualification test will be accepted.
continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
9-05.9(2) Continuous Welded Seam Pipe
pipes fabricated with a continuous helical welded seam parallel to
the ribs may be used for full circle pipe. The welding process for
galvanized steel pipe shall be so controlled that the combined width
of the weld and adjacent spelter coating burned by the welding does
not exceed three times the thickness of the metal. If spelter is
burned outside these limits, the weld and burned spelter shall be
treated as required below. Testing for welded seam quality control
shall conform to AASHTO T 421. Welded pipe fabricated from
aluminized steel pipe shall have the coating of the welded area
repaired by flame-sprayed metalizing inside and out after welding.
Repair of Damaged Galvanizing: When the galvanized (zinc coated)
surface has been burned by gas or arc welding, all surfaces of the
welded connections shall be thoroughly cleaned by wire brushing and
all traces of the welding flux and loose or cracked galvanizing
removed, after which the areas shall be repaired by flame-spray
metalizing both inside and out.
9-05.9(3) coupling Bands
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Coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to section 9-05.10(1).
3 9-05.10 steel storm Sewer Pipe
4 This Section is revised to read:
5
6
7
8
9
10
11
12
steel storm sewer pipe shall conform to the requirements of section
9-05.4 for steel culvert pipe, except t-~at protective coating shall
be Treatment 5, and be constructed of either helically corrugated
lock seam or helically corrugated continuous welded steel pipe. When
gasketed helically corrugated lock seam steel pipe is called for,
Treatment 5 is not required. Welded seam aluminum coated
(aluminized) steel pipe shall require metalized aluminum coating
inside and out following welding and shall not require Treatment 5.
13 9-05.10(1) Coupling Bands
14 This Section is revised to read:
15 Coupling bands for storm sewer pipe shall conform to the details
16 shown in the Standard Plan and to these Specifications:
25
26
27
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29
30
31
32
33
Bands shall be made of the same base metal as the pipe and may
be two nominal thicknesses lighter than used for the pipe but
not thicker than 0.109 inch or lighter than 0.064 inch.
Corrugations on the bands shall be the same size and shape as
those on the pipe to be connected. Steel bolts and nuts shall
meet the requirements of ASTM A 307, and galvanized in
accordance with AASHTO M 232. Welds shall develop the full
strength of the parent metal.
Type F bands may be used as an alternate to all other types
shown for steel storm sewer pipe sizes 12 inches in diameter to
84 inches in diameter inclusive, provided that two annular
corrugatj,ons are formed on each pipe end to be joined. The end
corrugation shall be 2 inches by 1/2 inch and the inside
adjacent corrugation shall be 2-2/3 inches by 1/2 inch.
When annular corrugated bands are used to connect lock-seam helically
corrugated pipes, the seam shall be welded at the pipe ends prior to
recorrugating to prevent unraveling of the seam.
Coupling bands shall be made by the same manufacturer as the steel
storm sewer pipe selected for installation.
9-05.15(1) Manhole Ring and Cover
17
18
19
20
21' ,.","'""
22
23'
24
34
35
36
37
The first paragraph is revised to read:
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castings for manhole rings and covers shall be gray iron castings
conforming to the requirements of AASHTO M 105, Class 30.
9-05.17 Aluminum Spiral Rib storm Sewer Pipe
4
This section is revised to read:
Aluminum spiral rib storm sewer pipe shall be manufactured of
corrugated aluminum and inspected in conformance with Section 9-05.5.
The size, coating, and metal shall be as shown in the Plans or in the
Specifications.
The manufacturer of spiral rib storm sewer pipe shall furnish to the
Engineer a certificate of compliance stating that the materials
furnished comply in all respects with these specifications. The
Engineer may require additional information or tests to be performed
by the Contractor, at no expense to the State.
Unless otherwise specified, spiral rib storm sewer pipe shall be
furnished with pipe ends cut perpendicular to the longitudinal axis
of the pipe. pipe ends shall be cut evenly. Spiral rib pipe shall
be fabricated by using a continuous helical lock seam with a seam
gasket.
For spiral rib storm sewer pipe, helical ribs shall project outwardly
from the smooth pipe wall and shall be fabricated from a single
thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch
deep with a nominal spacing of 7-1/2 inches center to center. Pipe
shall be fabricated with ends that can be effectively jointed with
coupling bands.
For narrow pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 0.375 inch
: 1/8 inch wide (measured outside to outside) and a minimum of 0.4375
inch high (measured as the minimum vertical distance from the outside
of pipe wall to top surface of the rib). The maximum spacing of ribs
shall be 4.80 inches center to center (measured normal to the
direction of the ribs). The radius of bend of the metal at the
corners of the ribs shall be 0.0625 inch with an allowable tolerance
of :10 percent.
For wide pitch spiral rib storm sewer pipe, helical ribs shall
project outwardly from the smooth pipe wall and shall be fabricated
from a single thickness of material. The ribs shall be 3/4 inch ~l/S
inch wide (measured outside to outside) and a minimum of 0.95 inch
high (measured as the minimum vertical distance from the outside of
pipe wall to top surface of the rib). The maximum spacing of ribs
shall be 11.75 inches center to center (measured normal to the
direction of the ribs). The radius of bend of the metal at the
corners of the ribs shall be 0.0625 inch with an allowable tolerance
of ~10 percent.
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9-05.17(1) Continuous Lock Seam pipe
Pipes fabricated with continuous helical seam parallel to the rib
may be used for full circle pipe. The lock seam shall be formed in
the flat between ribs and shall conform to Section 13.2.1 through
13.2.5 of AASHTO M 196.
For narrow pitch spiral rib storm sewer pipe, the seam lap width
specified in Section 13.2.1 shall be 1/4 inch. The continuous lock
seam must be qualified by tests conducted by the Headquarters
Materials Laboratory.
9-05.17(1)A Basis for Acceptance
The basis for acceptance will be a qualification test, conducted by
the Headquarters Materials Laboratory, for each manufacturer of
helically corrugated, spiral rib, narrow pitch spiral rib, or wide
pitch spiral rib lock seam pipe. Only those specific pipe sizes and
gasket materials, if any approved under the qualification test, will
be accepted.
continuous lock seam pipe shall be sampled and tested in accordance
with AASHTO T 249.
9-05.17(2) coupling Bands
Coupling bands shall be of the same material as the pipe. Coupling
bands and gaskets shall conform to section 9-05.10(1).
22 SECTION 9-09, TnmER AND LUMBER
23 September 12, 1988
24
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32
33
34
35
36
.
9-09.2
Grade Requirements
This subsection is revised to read:
Unless otherwise noted in the Plans or in the Special Provisions,
all timber anti lumber shall be graded as shown in the Tabulated
Working Stress Chart except as follows:
The grade requirements for Sign Posts, Mile posts, Sawed Fence
Posts, and Mailbox Posts are supplemented with the folJ.owing:
For single post applications, the grade for Western Cedar
4" x 4" is expanded to allow No. 2 or better 11 124c WCLIB,
11 42.12 WWPA.
For single post applications, the grade for Western Cedar
4" x 6" is expanded to allow No. 2 or better 11 123c WCLIB,
11 62.12 WWPA.
24
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Penetration and Retention
2
The table in the second paragraph is revised as follows:
3
4
5
Under Material the reference to "struct. Timber in Salt or Fresh
Water, More than 6 inches in Thickness" is revised to read "struct.
Timber in Salt or Fresh Water, More than 5 inches in Thickness",
SECTION 9-21, LANE :MARKERS
December 12, 1988
This Section is deleted in its entirety and replaced by the following:
10
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35
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7
8
9-21 RAISED PAVEMENT MARKERS (RPM)
9-21.1 Raised Pavement Markers TYpe 1
Markers Type 1 shall be plastic markers composed of thermosetting
resins, pigments and inert ingredients and be of uniform composition.
Plastic markers shall not contain glass.
9
9-21.1(1) Physical and Chemical properties
The markers shall be of uniform composition and free from surface
irregulari ties, cracks, checks, chipping, peeling, spalling, crazing,
and other physical damage interfering with appearance, application,
or durability.
The markers shall be precast in the form of a single based spheroidal
segment terminating in a rounded or squared shoulder where the
spherical top meets the base.
The markers shall meet the following requirements:
Plastic
Markers
Propertv
Weight
Height
Diameter
Shoulder Height
Planeness ot base:
Concavity
Convexity
Brightness
Color
Impact resistance
Unit
grams
inches
inches
inches
inches
inches
125 min.
0.65-0.78
3.85-4.05
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inch-pounds
0.02 max.
0.05 max.
80 min.
(white only)
White , Yellow
15 min.
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The markers will be tested prior to use. Test procedures are
available from the Washington state Department of Transportation,
Materials, Laboratory, P.O. Box 167, Olympia, Washington 98504.
9-21.2 Raised Pavement Markers Type 2
The markers shall be of a permanent type intended to provide
reflectivity for at least 3 years under normal interstate traffic
conditions. The marker housing shall contain reflective faces as
shown in the Plans to reflect incident light from either a single or
opposite directions.
9-21.2(1) Physical properties
The markers shall be not less than 4.0 inches nor more than 5.0
inches in width, and not more than 1.0 inch in height.
The outer surface of the marker housing shall be smooth except for
purposes of identification.
The base of the markers shall be substantially free from gloss or
substances that may reduce its bond to adhesive.
9-21.2(2) Optical Requirements
A. Definitions: Horizontal entrance angle shall mean the angle in
the horizontal plane between the direction of incident light and
the normal to the leading edge of the marker.
observation angle shall mean the angle at the reflector between
observer's line of sight and direction of the light incident on
the reflector.
B.
Specific intensity (S.I.) shall mean candlepower of the returned
light at the chosen observation and entrance angles for each
foot-candle of illumination at the reflector on a plane
perpendicular to the incident light.
Optical Requirements: The specific intensity of each reflecting
surface at 0.2 degree observation angle shall be not less than
the following when the incident light is parallel to the base
of the marker.
Hor. Ent. Anale
o.
20'
~
3.0
1.2
c.
Yellow reflectors shall be not less than 60 percent and red
refloctors not less than 25 percent of the above values.
optical Testing Procedure: A random lot of markers will be
tested. The markers to be tested shall be located with the
.
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center of the reflecting face at a distance of 5 feet from a
uniformly bright light source having an effective diameter of
0.2 inch.
The photocell width shall be 0.05 inch. It shall be shielded
to eliminate stray light. The distance from light source center
to the photocell center shall be 0.21 inch. If a test distance
of other than 5 feet is used, the source and receiver dimensions
and the distance between source and receiver shall be modified
in the same proportion as the test distance.
Failure of more than four percent of the samples shall be cause
for rejection of the lot.
9-21.2(3) strength Requirements
Markers shall support a load of 2,000 pounds as applied in the Ii I
following manner:
A marker shall be centered over the open end of a vertically
positioned hollow metal cylinder. The cylinder shall be 1 inch
high with an internal diameter of 3 inches and wall thickness
of 1/4 inch. The load shall be slowly applied to the top of the
marker through a 1-inch diameter by l-inch high metal plug
centered on the top of the marker.
Failure shall constitute either a breakage or significant
deformation of the marker at any load of less than 2,000 pounds.
9-21.3 Raised Pavement Markers Type 3
Raised pavement markers Type 3 shall meet ~he following requirements:
Impact Resistance
Titanium Dioxide
Resin content
Reflectance
Concavity & conve~ity:
Transverse
Longitudinal
15 inch-lbs., min.
21% (by wt.), min. (white only)
20% (by wt.), min.
80% min.
1/16 inch, max.
1/8 inch, max.
Dimensions for raised pavement markers Type 3 shall conform to the
following:
Length wic1th Depth
RPM Type 3-6" 6" 4" 3/4"
RPM Type 3-8" 8" 4" 3/4"
RPMType 3..10" 10" 4" 3/4"
RPM Type 3-12" 12" 4" 3/4"
ShOUlder depth shall be 1/4". The ends shall be beveled from the
top of the shoulder edge at a slope of 1:1.
27
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Reflectance will be measured with a photovolt Reflectance Meter or
its equivalent by comparing to a 78 percent standard.
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
February 8, 1988
9-28.15(3)
Aluminum structures
The first paragraph is revised to read:
Welding of aluminum shall be made in accordance with section 1.5 of
the "Standard Specifications for structural supports for Highway
signs, Luminaires and Traffic Signals", AASHTO 1985.
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SPECIAL PROVISIONS
2
3
4
5
The following special Provisions supersede any conflicting provisions of
the 1988 standard specifications for Road, Bridge, and' Municipal
Construction adopted in January, 1988, 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 standarde shall mean the corresponding county offices for the
purpoE:~!:" of tnis 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 county Engineer.
The term "Engineer" as used in these specifications or in the standard
specifications, whenever they apply, refers to the County Engineer, county
of Jefferson, who is in charge of this work or in his absence, the County
Engineer'S representative. The Engineer may be contacted at the
courthouse, P.O. Box 1220, 1820 Jefferson street, Port Townsend, WA,
98368, Telephone Number (206) 385-9160.
6
7
8
9
10
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12
13
14
15
16
17
18
PREQUALIFICATION OF BIDDERS
October 22, 1934
section 1-02.1 is deleted for this project.
19
20
DATE OF OPENING BIDS
21
22
Sealed bids will be recei ved at the following location before the
specified time:
Jefferson county Commissioners Office, 1820 Jefferson street,
P.O. Box 1220, Courthouse, Port Townsend, WA 98368.
The bid opening date for this project shall be Monday, April 24, 1989.
The bids will be publicly opened and read after the time specified in the
Call For Bids on this date.
23
24
25
26
27
28
29
DESCRIPTION OF WORK
This contract provides for the improvement of 1.47 miles of Upper Hoh
Road, County Road No. 914207, C.R.O. 749, M.P. 0.33 to M.P. 1.80, in
Jefferson County, by clearing and grubbing, grading, draining, surfacing,
culvert removal and installation, paving with asphalt concrete Class B,
seeding, fertilizing, mulching, pavement markings, permanent signing and
various other work as described in the contract documents.
30
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1 FUNDS
2 Washington state Rural Arterial Program (RAP) and Jefferson County Road
3 Funds are involved in this project.
4 AMERICAN-MADE MATERIAL
5 April 16, 1984
6 The provisions of section 1-06..5 shall apply in all respects except for
7 the bid items permanently incorporated into the project comprised of or
8 containing steel construction material.
9
10
11
12
13
14
15
16
17
18
For this project, the steel construction material that is permanently
incorporated into the project and contained in these items shall consist
of American-made material only. American-made material is defined as
material having all manufacturing processes occur in the United states. I '.'..".....
The Contractor may utilize minor amounts of foreign steel 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 $2500.00, whichever is
greater. A certification of Materials origin on the form provided by the
Engineer will be required attesting to compliance with this provision
prior to incorporating any materials into the project.
19 OTHER CONTRACTS OR OTHER WORK
20 November 2, 1981
21 Referring to the second paragraph of Section 1-05.14, it is anticipated
22 that the following work adjacent to or within the limits of this project
23' will be performed by others during the life of this project:
24
25
26
27
Installation relocation, or removal of existing facilities by
the following utility companies:
Clallam county P.U.D. No. 1
Peninsula Telecom
1.
28
29
30
PREVENTION OF ENVIRONJIEHTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
RESOURCES
June 11, 1984
31 In addition to the requirements of Section 1-07.1, the Contractor shall
32 comply with the following environmental provisions which are made a part
33 of the contract docwnents. A copy of the environmental provisions is
34 available to the Contractor at the Project Engineer's office.
35
36
37
If the Contractor's operations involve work outside the areas covered by
the fOllowing environmental provisions he shall advise the Engineer and
request a list of any additional environmental provisions covering the
30
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area involved. A copy of any additional environmental provisions is also
available to the Contractor at the Project Engineer's office.
Regulation 1 Olympic Air Pollution Control Authority
STATE SALES TAX
November 2, 1981
The work on this contract is to be performed upon lands whose ownership
Obligates the Contractor to pay state sales tax. The provisions of
section 1-07.2(1) apply.
WILDLIFE, FISHERIES AND ECOLOGY REGULATIONS
November 2, 1987
In addition to the requirements of section 1-07.5, the Contractor shall
comply with the following restrictions:
state Departments of wildlife and Fisheries
Jefferson County has obtained a Hydraulic Project Approval for this
project and the Contractor shall comply with all provisions of this
approval. All contacts with the Department of Fisheries or the
Department of Wildlife concerning this approval shall be through the
Engineer. The provisions of the approval are as follows:
1. Culvert replacement is approved as per plan submitted with
the Hydraulic Project Application for County Road Project
C.R.O. 749, Upper Hoh Road.
2. Excavation for culverts at Stations 65+30 and 65+36 shall
be accomplished in the dry and not in the live stream.
Culverts are to be countersunk six inches (6") below stream
grade and with no fall (level grade).
3. Erosion controls shall be constructed and maintained during
construction to prevent overburden materials, petroleum
products, concrete and other materials detrimental to fish
life from entering the water.
4. OVerburden material resulting from this project shall be
deposited so as not to re-enter the water.
6. Al teration or disturbance of banks or bank vegetation shall
be held to a minimum and all disturbed areas shall be
protected from erosion and successfully revegetated
immediately after construction or otherwise protected from
erosion.
31
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Removal and replacement of existing or permanent structures
shall be accomplished so that the structure and associated
material does not enter the watercourse and placed so it
will not re-enter the watercourse.
7.
5
6
8. Free unobstructed fish passage shall be maintained at all
times.
7
9. Equipment shall not enter or operate in the flowing stream.
10. An erosion and sedimentation control plan, of adequate
scope to prevent siltation of the stream shall be in effect
at all times.
11. A pre-construction meeting, including Jefferson County,
contractor, Department of Fisheries, and Department of
Game, shall be held on-site prior to construction.
12. This approval pertains only to the provisions of the
fisheries and game codes. Additional authorization from
other public agencies may be necessary for this project.
8
9
10
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12
13
14
15
16
17
TIME LIMITATIONS:
l8
19
Unnamed Tributary to Alder Creek: June 15, 1989 to September
1, 1989.
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These time limits allow in-channel work only during
the designated summer period. other non-hydraulic
construction work that does not involve the stream
channel or streambanks may proceed outside the time
limi ts of this approval, subject to permi t
requirements of other agencies or jurisdictions.
Limited extensions of both ends of the time limits
specified are possible, depending on the presence of
spawning steelhead or salmon near the site.
This Hydraulic Project Approval is not a permit for work in material
sources or disposal sites not provided in the contract.
NOTE:
29
30
31
state Department of Ecology
1. Water qual! ty standards have been established for all surface waters
of the state. For bridge or other construction with related
short-term activities such as working directly in the stream, pouring
concrete, or other similar activities which temporarily reduce the
water quality, the Contractor must obtain approval of his proposed
method of operation from the Washington State Department of Ecology.
The Contractor shall furnish copies of such permits and approvals to
the Engineer prior to beginning any work so affected.
32
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34
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36
37
38
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LOAD LIMITS
November 2, 1981
Except for the load limit restrictions specified in Section 1-07.7, the
Contractor may operate vehicles which exceed the legal gross weight
limitations without special permits or payment of additional fees provided
such vehicles are employed in the construction and within the limits or
this project.
Subparagraph 1 of the second paragraph of section 1-07.7 is deleted.
3
4
5
6
7
8
9
10
WAGE RATE FORMS
November 2, 1987
section 1-07.9 is revised by replacing the subsection titled Reouired
Documents with the rollowing:
Before payment is made by the Local Agency of any sums due under this
contract, the Local Agency must receive from the Contractor and each
subcontractor a copy of "Statement of Intent to Pay Prevailing Wages"
(Form L & I Number F700-029-000) approved by the Washington state
Department of Labor and Industries.
Upon completion of this contract, the Local Agency must receive rrom
the Contractor and each subcontractor a copy of "Affidavit of wages
Paid" (Form L & I Number F700-007-000) approved by the State
Department of Labor and Industries. In addition, the Local Agency
mus'c receive from the Contractor a copy of "Request For Release"
(Form L & I Number F263-083-000) approved by the State Department of
Labor and Industries. These arfidavits will be required before any
funds retained, according to the provisions of RCW 60.28.010, are
released to the Contractor. Forms may be obtained from the
Department of Labor and Industries. A fee of $12.50 per each
"statement of Intent to pay Prevailing Wages" and "Affidavit of Wages
Paid" is required to accompany each form submitted to the Department
of Labor and Industries. The Contractor is responsible for payment
of these fees and shall make all applications directly to the
Department of Labor and Industries. These fees shall be incidental
to all the bid items of this contract.
If using the occupation code for wage affidavits and payrolls, and
if the project involves more than one jurisdictional area, the
Contractor shall reference the area just after the occupation code
number. For example: 10-0010 YaK.E.
11
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37
38
39
SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
March 24, 1996
40
General Application
1.
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12
13
14
15
16
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18
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20
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22
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Discrimination in all phases of employment is prohibited by
Title VII of the Civil Rights Act of 1964, Presidential
Executive Order 11246, as amended by Executive Order 11375, and
the Washington state Law Against Discrimination, Chapter 49.60
RCW, among other laws and regulations. These special
requirements establish minimum requirements for affirmative
action and are intended to define and implement the basic
non-discrimination provisions of these specifications. Section
3 is equally acceptable to the Washington State Department of
Transportation (WSDOT) as a method of complying with affirmative
action requirements. Alternate affirmative action programs wil.l
not be responsive to these specifications. Failure to comply
with these requirements may constitute grounds for application
of contract sanction remedies as set forth in Section 5, herein.
For the purpose of this contract, the following definitions, as
established by the Washington state Human Rights Commission,
shall. apply:
Minori ty: Blacks, Asians, Hispanics,
American/American Indian or Alaskan Native.
b. Asians: A person with origins in any of the original.
peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Isl.ands. This area includes,
for example, China, Japan, Korea, the Philippine Republic,
and Samoa.
a.
and Native
c. Black: A person with origins in any of the Black racial
groups of Africa who is also not of Hispanic origin.
d. Hispanic: A person of Mexican, Puerto Rican, cuban, South
American or other Spanish culture or origin, regardless of
race.
2.
e. Native American/American Indian or Alaskan Native: A
person with origins in any of the original peoples of North
America and who maintains cultural identification through
tribal affiliation or community recognition.
Contractors' Agreements
During the performance of this contract, the Contractor agrees
elS follows:
a. The Contractor will not discriminate against any employee
or applicant for employment because of race, creed, color,
national origin, sex, age, marital status, or the presence
of any physical, sensory or mental handicap, nor shall the
Contractor commit any of the other unfair practices defined
in RCW 49.60, the Washington state Law Against
Discrimination.
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b.
The Contractor will, in all solicitations or advertisements
for employees placed by or on behalf of the Contractor,
state that all qualified applicants will be considered for
employment, without regard to race, creed, color, national
origin, sex, age, marital status, or the presence of any
physical, sensory, or mental disability.
The Contractor will send to each labor union, employment
agency, ,or representative of workers with which the
Contractor has a collective bargaining agreement or other
contract or understanding, a notice advising the labor
union, employment agency, or worker's representative of
the Contractor's commitments under this contract and RCW
49.60, the Washington state Law Against Discrimination.
The Contractor will permit access to its books, records
and accounts, and to its premises by the Washington state
Department of Transportation for the purpose of
investigation to ascertain compliance with these
specifications.
The Contractor will include the provisions of clauses (a)
through (d) above in every subcontract or purchase order,
so that such provisions will be binding upon each
subcontractor or vendor.
c.
d.
e.
Goals Compliance
a. Contractor agrees, and will require his/her subcontractors
to agree, subject to the provisions of Section 3b, to
maintain, as a minimum goal, minority and female employee
representation on the project in accordance with goals
established for the county where the Washington state
Department of Transportation's project is located.
The goals and timetables for minority and female
participation, expressed in percentage terms for the
Contractor's aggregate workforce in each construction craft
and in each trade on all construction work in the covered
area, are as follows:
WOMen - statewide
Timetable
G.~
6.9'
Until further notice
Minorities - bv standard MetrQPolitan statistical AJ:ga.
.LSHSAl
Spokane, WA:
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SMSA Counties:
Spokane, WA 2.8%
WA Spokane
Non-SMSA Counties: 3.0%
WA Adams. WA Asotin. WA Columbia; WA
Ferry; WA Garfield; WA Lincoln; WA Pend
Oreille. WA Stevens. WA Whitman
Richland, WA:
SMSA counties:
Richland Kennewick, WA
WA Benton. WA Franklin
Non-SMSA Counties:
WA Walla Walla
5.4%
3.6%
Yakima, WA:
SMSA Counties:
Yakima, WA 9.7%
WA Yakima
Non-SMSA Counties: 7.2%
WA Chelan. WA Douglas. WA Grant. WA
Kittitas. WA Okanogan
Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2%
WA King; WA Snohomish
Tacoma, WA 6.2%
WA Pierce
Non-SMSA Counties: 6.1%
WA Clallam; WA Grays Harbor; WA Island.
WA Jefferson. WA Kitsap. WA Lewis. WA
Mason. WA Pacific. WA San Juan; WA
skagit. WA Thurston. WA Whatcom
Portland, OR:
SMSA Counties:
Portland, OR-WA
WA Clark
Non-SMSA counties:
WA Cowlitz. WA Klickitat.
WA Wahkiakum
4.5%
3.8%
WA Skamania.
If the Contractor or subcontractor(s) has been unsuccessful
in complyinq with Subsection 3.a, he/she shall broaden
recruitment, training, and job referral opportunities for
minorities by undertakinq each of the followinq:
(1)
Notifying State and community organizations of
opportunities for employment, and shall retain
evidenco of any notification and responses
thereto. Advertising in newspapers, newsletters,
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and other publications which have a high minority i I
readership.
(2) Maintaining a file in which is recorded the name
and address of each minority worker referred to
the contractor, and specifically what action was
taken with respect to each such referred worker.
If such worker was not sent to the union hiring
hall for referral or if such worker was not
employed by the contractor, the Contractor's file
shall document this and the reasons therefor.
( 3 ) Notifying the washin'gton state Department of
Transportation and the Washington state Human
Rights Commission whenever the union with which
the Contractor has a collective bargaining
agreement has not referred to the Contractor a
minority worker sent by the Contractor, or the
Contractor has other information that the union
referral process has impeded him in his efforts
to effect minority workforce utilization. The
Contractor shall show wllat relief he/she has
sought under such collective bargaining agreement
on appropriate Federal and state agencies.
Appropriate steps can include but are not limited
to: ( a) arbitration, or (b) administrative
relief.
( 4 ) Participation in and use of washington State
Department of Transportation and Washington state
Human Rights Commission approved program(s) in
the area designed to train craftworkers for the
construction trades.
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(5) Using apprentices or other appropriate entry
classifications up to limits allowed or required
by the applicable collective bargaining
agreements to meet the criteria of Section 3.a,
above.
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Monthly Reports
Each Contractor and subcontractor shall report each month the
total employment and minority employment by craft (electricians,
carpenters, etc.) and by category (journeylevel, apprentices,
trainee, etc.) for his/her workforce on this project utilizing
the Department of Labor form CC-257, Monthly Utilization Repqrt.
The Contractor and subcontractor(s) shall use the total
employees and work hours on the project for reporting purposes,
and shall furnish such other information as may be required on I!
the forms.
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copies of the reports shall be forwarded monthly to the
Washington state Department of Transportation, project Office
responsible for the project under construction.
5. sanctions
4
5
6
7
8
Failure of the Contractor to comply with the requirements set
forth in these "Special Requirements for Affirmative Action"
may result in the application of one, or all, of the following
sanctions:
9
10
11
a. Progress payment requests will not be honored until
steps, agreed upon by the WaShington state Department
of Transportation and Contractor, have been taken.
12
b. The contract may be cancelled or terminated.
13
14
15
16
c. The contract may be suspended, in whole or in part,
until such time as the Contractor is determined to be
in compliance by the Owner or the Owner's designated
compliance agent.
d. The Contractor may be declared ineligible for further
state funded contracts for construction projects.
17
18
19
20
INDIAN PREFERENCE AND TRIBAL ORDINANCES
August 19, 1985
21 This project is located near the Hoh Indian Reservation and Quinault
22 Indian Reservation, therefore may be subject to various tribal laws and
23 taxes. Tribal Employment Rights Ordinances (TEROS), providing for Indian
24 preference in employment, training, and subcontracting may also apply.
25 For specific details, the Contractor should contact:
26
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30
31
Hoh River Reservation
HC-80 Box 917
Forks, Wa 9833J.
Attention: David Nilsen
Exec. Director
Telephone: (206)-374-6582
Quinault Indian Reservation
P.O. Box 189
Taholah, Wa. 98587
Attention: Debby Martin
Telephone: (206)-276-8211
32 Although Indian preference cannot be compelled or mandated by the state,
33 there is no limitation whereby voluntary Contractor or subcontractor
34 initiated preferences are given, if otherwise lawful. 4J. CFR 60-J..5(a)6
35 provides as follows:
36
37
38
39
Work on or near Indian reservations --- It shall not be a violation of
the equal opportunity clause for a construction or nonconstruction
Contractor to extend a publicly announced preference in employment to
Indians living on or near an Indian reservation in connection with
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employment opportunities on or near an Indian reservation. The use of
the word "near" would include all that area where a person seeking
employment could reasonably be expected to commute to and from in the
course of a work day. Contrac'tors or subcontractors extending such a
preference shall not, however, discriminate among Indians on the basis of
religion, sex, or tribal affiliation, and the use of such a preference
shall not excuse a Contractor from complying with the other requirements
as contained in the August ~5, 1981 Department of Labor, Office of Federal
Contract Compliance Programs, Government Contractors Affirmative Actions
Requirements.
11
12
ARCHAEOLOGICAL AND HISTORICAL OBJECTS-
April 12, 1982
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, through Headquarters construction, 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 tho salvage is
accompliShed.
Any loss of time suffered by the Contractor due to resulting delays will
be adjusted in accordance with Section 1-08.8.
13
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15
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21
22
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25
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30
UTILITIES
November 26, 1984
31 Section 1-07.17 is supplemented by the following:
32
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34
35
36
37
38
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 their contractors, will furnish all
work necessary to adjust, relocate, replace, or construct their
facilities unless otherwise provided for in the Plans or these
Special Provisions.
The Contractor shall call the Utility Location Request Center (One i;
Call center), for field location, not less than two nor more than
39
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ten business days before the scheduled date for commencement of
excavation which may affect Underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is
defined as any day other than Saturday, Sunday, or a legal local,
State, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
indi vidually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existp-nce 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 underground facilities within the area of proposed
excavation are supplied for the Contractor's convenience:
Peni.nsula Telecom
P.O. Box 90
Forks, Wa 98331
Attention: Dick Wentworth
Telephone: (206) 374-6212
Clallam County P.U.D. No.1
119 1st. Ave. NE
Forks, Wa 98331
Attention: Les Klontz
Telephone: (206) 374-6201
TRAFFIC CONTROL
Section 1-07.23 is supplemented by the following:
No detour has been provided for construction of this project. Delays
to traffic shall be held to a minimum. There shall be no
restrictions or interruptions to traffic on Saturdays or Sundays.
In addition, there shall be no restrictions or interruptions to
traffic from 12:00 noon on the day prior to a holiday or holiday
weekend thru 8: 00 a. m. the day following the holiday or holiday
weekend.
There shall be no delay to medical, fire, or other emergency vehicles
with flashing lights or sirens. The Contractor shall alert all
flaggers and personnel of this requirement.
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1 When the Contractor's construction operations are actually in
2 progress, traffic may be restricted to one lane, subject to the above
3 specifications.
4 The lane restrictions shall be held to a m~n~mum time and length
5 needed for each operation. If the Engineer determines that the lane
6 restrictions are causing congestion, the Contractor will be required
7 to open all lanes to traffic until the congestion is eliminated.
8 Roadway excavation and reconstruction activities shall be limited to
9 one side of the roadway at a time. The Contractor shall conduct
10 excavation operations in such a manner that dropoffs adjacent to the
11 traveled roadway are minimized by the diligent pursuance of surfacing
12 and paving operations immediately following excavation. Dropoffs
13 adjacent to the traveled roadway will not be allowed to remain
14 overnight. If the Contractor cannot reconstruct the excavated areas,
15 as shown in the roadway section of the Plans, prior to the end of the
16 days operation, backfill shall be placed along the remaining portion
17 on a 4: 1 slope from the edge of the roadway with the surfacing
18 material last placed that day.
19 Traffic cones used for traffic control on this project shall be a
20 minimum of 28 inches in height, unless otherwise shown in the Plans.
21 During non-working hours, Saturdays, Sundays, and holidays, the
22 Contractor shall keep all lanes open to traffic throughout the limits
23 of the project with the lane and shoulder areas completely clear of
24 all materials, tools, personnel, and equipment, except where
25 protected by temporary concrete barrier as specified elsewhere in
26 these provisions.
27 Interference or delay to the Contractor's operations resulting from
28 safeguarding traffic will not be a basis for extra compensation.
29 No payment other than that provided by Section 1-07.23(5) will be
30 made. All other costs incurred by the Contractor in maintaining
31 traffic control shall be included in the other items of work.
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32 . EMERGENCY TRAFFIC CONTROL
33 January 9, 1984
34 In addition to the requirements of section 1-07.23, the following
35 provisions shall apply:
.
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42
When required by the Engineer or before beginning work on the
project, the Contractor shall designate a supervisory employee to be
in continuous responsible charge of traffic control, and shall
provide the engineer with a list of not more than six supervisory
employees that may be called for emergency traffic control as needed
during nonworking hours. The list shall include the employees'
telephone numbers and the Contractor shall have at least one of these
41
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employees available at any time. The state will furnish the
Contractor with a similar list of the Engineer's employees.
3
4
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6
When the Contractor's employees are called out to provide emergency
traffic protection during nonworking hours, payment for labor,
equipment, and materials deemed necessary by the Engineer will be
made in accordance with section 1-09.6.
7
8
9
No payment, other than provided for by Section 1-07.23, will be made
for traffic control during the Contractor's normal working hours or
such hours as actually worked.
10
11
PUBLIC CONVENIENCE AND SAFETY
September 13, 1982
The construction safety zone for this project is 10 feet from the outside
edge of the traveled way.
During nonworking hours equipment or materials shall not be within the
safety zone unless it is protected by permanent guard rail or temporary
concrete barrier. The installation and location of temporary concrete
barrier, if used, shall have the approval of the Engineer.
During the actual hours of work, unless protected as described above, only
materials absolutely necessary to construction shall be within the safety
zone and only construction vehicles absolutely necessary to construction
shall be allowed within the safety zone or allowed to stop or park on the
shoulder of the roadway.
Parking of employee vehicles shall not be within the safety zone at any
time unless protected as described above. All deviations from the above
requirements shall have the written approval of the Engineer.
12
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21
22
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24
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CONSTRUCTION SIGNXNG
December 12, 1988
In addition to the requirements of section 1-07.23(3), the following
provisions shall apply:
The required signs will be available at the Hadlock County Shop, 371
Chimllcum Road, Chimacum, Washington, 98339, on normal work days. The
Contractor shall make arrangements with the Engineer prior to picking
up tho signs. The Contractor shall sign an itemized receipt at the
time of acquisition.
Signs shall be returned to the Hadlock County Shop, 371 Chima cum
Road, Chimacum, Washington, 98339 when their need has ceased, as
determined by the Engineer. The value ot signs turnished by the
state to the Contractor is tixed at $8.00 per square foot. The value
of such signs which are damaged or not returned as provided in
28
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section 1-07.23(3) will be deducted from payment due or to become due
the Contractor.
3
SPECIAL PAINTED PAVEKENT MARKIJIGS
4
Description
Installation of special painted pavement markings shall be in accordance
with section 8-22 as supplemented by the following:
Two applications of paint will be required on all painted pavement
markings. A minimum of 24 hours shall elapse between the first and
second applications unless otherwise designated by the Engineer.
5
6
7
8
9
10 Materials
11 Materials shall meet the requirements of section 8-22.2.
12 Construction Requirements
13 section 8-22.3(3) is revised to read as follows:
14
15
16
17
18
19
20'
21
22
23
The first application of paint shall be applied at a rate of not more
than 160 square feet per gallon (approximately 10 mils wet
thickness). This rate is effectively ~o gallons of paint per mile
of SOLID 4-inch wide line, which will be the basis for measurement
of yield.
The second application of paint shall be applied at a rate of not
more than 120 square feet per gallon (approximately 15 mils wet
thickness). This rate is effectively 15 gallons of paint per mile
of SOLID 4-inch wide line, which will be the basis for measurement
of yield.
Each application of paint shall include glass spheres as specified
in Section 8-22.3(4).
Allowable tolerances for each application of paint shall be as
specified in Section 8-22.3(5).
24
25
26
27
28
Measurement
29 Measurement for special painted pavement markings shall be as specified
30 in Section 8-22.4 for each type of painted pavement marking called for.
31 Measurement will be made only once and shall include both applications.
32
33
34
35
Payment
The unit contract price per lineal foot for "special Paint stripe" shall
be full pay for performing the work as specified including both
applications.
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PAINTED DRAINAGE MARKING
Description
This work shall consist of furnishing and installing painted pavement
markings upon the roadway shoulders at the locations of all cross culverts
within the project limits where designated by the Engineer. Approximately
12 painted drainage markings are required.
Materials
Each Drainage marking shall consist of a 4 inch x 12 inch strip of painted
pavement marking. The material used to form the markings shall meet the
requirements of Section 8-22.2.
construction Requirements
Installation of the drainage markings shall be in accordance with Section
8-22.3. Each marking shall be placed just outside the pavement edge
stripe, with the 12 inch length placed parallel to the axis of the
drainage pipe. Only one application of paint shall be required for
painted drainage markings.
Payment
All costs for furnishing and installing the painted drainage markings as
specified shall be included in the unit contract price per each
for "Painted Drainage Marking".
TEMPORARY STRIPING
Description
This work shall consist of furnishing, installing, and removing pavement
markings in construction work zones in accordance with this provision and
in reasonably close conformity with the dimensions and lines shown in the
Plans or established by the Engineer.
Construction Requirements
The temporary striping shall consist of pressure sensitive reflective foil
or polymeric and shall be capable of being removed intact without tho use
of heat/ solvents, grinding or blasting. Upon removal there shall be no
permanent stain on the pavement.
The removable pavement markings shall be applied to clean, dry surfaces
in accordance with the manufacturer's recommendations.
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PAINTED DRAINAGE MARKING
2
Description
This work shall consist of furnishing and installing painted pavement
markings upon the roadway shoulders at the locations of all cross culverts
within the project limits where designated by the Engineer. Approximately
12 painted drainage markings are required.
Materials
3
4
5
6
7
8
9
10
Each Drainage marking shall consist of a 4 inch x 12 inch strip of painted
pavement marking. The material used to form the markings shall meet the
requirements of section 8-22.2.
Construction Requirements
Installation of the drainage markings shall be in accordance with Section
8-22.3. Each marking shall be placed just outside the pavement edge
stripe, with the 12 inch length placed parallel to the axis of the
drainage pipe. Only one application of paint shall be required for
painted drainage markings.
Payment
All costs for furnishing and installing the painted drainage markings as
specified shall be included in the unit contract price per li~e81 fge~
for "Painted D%'ainage Marking".
11
12
13
14
15
16
17
18
19
20
21
TEMPORARY STRIPING
22
Description
This work shall consist of furnishing, installing, and removing pavement
markings in construction work zones in accordance with this provision and
in reasonably close conformity with the dimensions and lines shown in the
Plans or established by the Engineer.
construction Requirements
The temporary striping shall consist of pressure sensitive reflective foil
or polymeric and shall be capable of being removed intact without the use
of heat, solvents, grinding or blasting. Upon removal there shall be no
permanent stain on the pavement.
The removable pavement markings shall be applied to clean, dry surfaces
in accordance with the manufacturer's recommendations.
23
24
25
26
27
28
29
30
31
32
33
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The pavement markings shall be maintained and replaced by the Contractor
without compensation until they are no longer required and removal is
requested by the Engineer.
Payment
Temporary striping will be measured by the lineal foot. The unit contract
price per lineal foot for "Temporary striping" and "Removing Temporary
striping" shall be full compensation for furnishing all labor, material,
equipment, and tools necessary to place or remove as necessary temporary
striping and complete the work as necessary.
SPECIALTY ITEMS
November 2, 1981
For the purpose of determining the percentage of work that may be
subcontracted as specified in Section 1-08.1, the following items on this
contract are designated as Specialty Items:
"Temporary stripe"
"Removing Temporary stripe"
"Special Paint Stripe"
"Lane Marker, Type 2"
"Painted Drainage Marking"
"Permanent Signing"
PROGRESS OF WORK
November 2, 1981
In accordance with Section 1-08.3, the Contractor shall prepare and submit
the progress schedule in the form of bar graphs developed under the
critical path method, P.E.R.T., or other similar methods. The bar graph
shall be supplemented by the arrow diagram and activity listing used in
its preparation. The progress schedule shall be in sufficient detail that
progress of the work can be evaluated accurately at any time during the
performance of the contract.
PROSECUTION OF WORK
November 2, 1981
The first sentence of Section 1-08.4 is revised to read:
The Contractor shall begin roadway operations not later than May 30, 1989.
Once the Contractor has commenced roadway operations the Contractor shall
diligently prosecute the same to completion within the time provided for
under TIME FOR COMPLETION.
Roadway operations shall be defined as all on-site work proposed in this
project but will not include crUShing of mineral aggregates.
45
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TIME FOR COMPLETION
Nove~er 2, 1981
This project shall be completed in accordance with the provisions of
Section 1-08 within 75 working days.
3
4
5
6
DISPOSAL OF SURPLUS MATERIAL
Nove~er 2, 1981
7
Construction Requirements
A waste site has not been provided by the state for the disposal of excess
materials and debris.
8
9
10
11
HEASUREMEN'l' OF ROADWAY EXCAVATION AND EMBANKMENT
April 14, 1986
12
Measurement
13
14
15
16
17
18
19
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 and, the alignment, profile grade, and roadway section as
shown in the Plans or as staked by the Engineer. 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.
Copies of the ground cross-section. notes will be available for the
bidder's inspection, before the opening of bids, at the office of the
Project Engineer and at the District office.
Upon award of the contract, copies of the original ground cross-sections
will be furnished t:he successful bidder on' request to the project
Engineer.
20'
2J.
22
23
24
25
26
27
28
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SOURCE OF MATERIALS
June 14, 1982
34 Materials
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23
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No source has been provided for any materials necessary for the
construction of this improvement.
The Contractor shall make arrangements to obtain the necessary materials
at no expense to the state, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
HAULING ON OTHER THAN STATE HIGHWAYS
June 14, 1982
If the sources of materials provided by the Contractor necessitates
hauling over roads other than state Highways, the Contractor shall, at
the Contractor's e~pense, make all arrangements for the use of the haul
routes.
SITE RECLAMATION
November 2, 1981
Materials
The provisions of Section 3-03 will not apply to this contract. site
reclamation shall be performed by the contracting agency on all sites
furnished by it.
On sites provided by the Contractor, and where required by law, the
Contractor shall obtain a surface mining operating permit from the
Department of Natural Resources. Prior to commencing operations at the
site, the Contractor shall furnish evidence to the Engineer that this
requirement has been met.
Payment
All costs involved in complying with the requirements
permi t acquired from the' Department of Natural
contractor-provided sites shall be incidental to the
produced from said site(s).
of an operating
Resources for
materials to be
29
SCARrFrCATION OF EXrSTING PAVEMEN'l'
30 Description
31 Where shown in the Plans or where designated by the Engineer, the
32 Contractor shall scarify the existing pavement.
33
Construction Requirements
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Prior to removal, the Contractor shall use a vertical cut to delineate
the area of pavement removal from the pavement to remain at each end of
the project.
4
5
6
Damage caused to the areas of pavement to remain, due to the Contractor's
operation, shall be repaired by the Contractor at the Contractor's expense
and to the satisfaction of the Engineer.
All existing pavement within the project limits not removed as roadway
excavation shall be scarified to a depth of not less than six inches below
the existing roadway surface. The scarified pavement material shall be
utilized in embankment construction. The scarified pavement material
utilized in the embankment shall not exceed six inches in the greatest
dimension and shall not be placed within two feet of finished grade.
All scarified areas shall be compacted in accordance with specifications
for embankment compaction.
7
8
9
10
11
12
13
14
15
Payment
All cost involved for scarification of existing pavement, including haul
and compaction thereof, shall be considered incidental to and included in
the unit contract price per cubic yard for "Embankment Compaction."
16
17
18
19
20
ASPHALT CONCRETE PAVEMENT FOR APPROACHES
september 21, 1987
Description
Asphalt concrete road approach pavement shall be constructed on existing
road approaches as shown in the Plans or as designated by the Engineer,
in accordance with the requirements of Section 5-04.
21
22'
23
24
25
Measurement And Payment
The quantity of asphalt concrete pavement required for approaches is
included in the main line quantity and will be measured and paid for as
"Asphalt Concrete Pavement Class B."
26
27
28
29
30
SURFACE SMOOTHNESS FOR ASPHALT CONCRETE PAVEMENT
November 2, 1981
31 Construction Requirements
32
33
34
The second sentence of Section 5-04.3(13) is revised to provide that the
completed surface shall not vary more than 1/4 inch from the lower edge
of a 10-foot straightedge placed on the surface parallel to centerline.
35
FEATHERl:NG ASPHALT CONCRETE PAVEMENT
48
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November 2, 1981
Construction Requirelllents
Where designated by the Engineer, the Contractor shall feather the asphalt
concrete pavement overlay in a manner to produce a smooth riding
connection to the existing pavement.
Asphalt concrete pavement Class B, utilized in the construction of the
feathered connections to existing pavement, shall be modified by
eliminating the coarse aggregate from the mix at the Contractor's plant
or the commercial source from which the Contractor obtains the mix or by
raking the joint on the roadway, to the satisfaction of the Engineer.
Payment
All costs and expenses in connection with providing, placing, and
feathering the asphalt concrete pavement shall be included in the unit
contract price per ton for "Asphalt Concrete Pavement Class B."
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SHOULDER FINISHING
16
Construction Requireaents
Where shown in the Plans or as directed by the Engineer, following
placement of the asphalt concrete overlay, the Contractor shall place
crushed surfacing top course against the vertical edge of the new pavement
to the satisfaction of the Engineer.
Water shall be provided as required by the Engineer to insure adequate
compaction.
17
18
19
20
21
22
23
24
25
Following placement of the
shoulders shall be cleaned
satisfaction of the Engineer.
crushed
of all
surfacing top course, the paved
dirt and other debris to the
26 Measurement and Payment
27 Measurement and payment for the bid items specified will be in accordance
28 with Sections 2-07 and 4-04 of the standard specifications.
29 The unit contract prices for M Gallon for "Water" and per ton for "Crushed
30 Surfacing Top Course" shall be full compensation for furnishing all
31 equipment, tools, labor, and materials necessary to complete the work as
32 specified.
33
FIRE PREVEN'l'ION
Description
34
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The Contractor shall provide and maintain a water pump or pumps, and
associated equipment adequate for use in fire control, on the project when
required by the Department Of Natural Resources. This requirement will
in no way relieve the Contractor of his responsibility as outlined in the
Standard Specifications.
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Payment
All costs and expense incurred for such prov~s~on shall be included in
the unit contract price per acre for "Clearing and Grubbing".
7
8
9
10
EROSION CONTROL
September 12, 1988
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall perform roadside seeding operations.
Construction Requirements
11
12
13
14
15
Section 8-01.3(4)A is supplemented by the following:
Seed
16
17
18
19
Grass seed, of the fOllowing composition, proportion, and. quality
shall be applied at the rate of 80 pounds per acre on all areas
requiring roadside seeding within the project:
20'
21
Kind and Variety of % By Minimum % Minimum %
Seed in Mixture ~ Pure Seed Germination
colonial Bentgrass lO% 9.80% (min) 85%
Red Fescue 40% 39.20% (min) 90%
Perennial Rye 40% 39.20% (min) 90%
White Dutch Clover 10% 9.80% 90%
(pre-inoculation)
Weed Seed .50% (max)
Inert and other Crop 1.50% (max)
TOTAL 100.00%
22
23
24
25
26
27
28
29
30
31
Section 8-01.3(4)B is supplemented by the following:
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Fertilizer
2
3
The Contractor shall apply sufficient quanti ties of fertilizer 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.
95 pounds of nitrogen applied per acre shall be derived from ureaform
or ureaformaldehyde. The remainder may be derived from any source.
The fertilizer formulation and application rate shall be approved by
the Engineer before use.
4
5
6
7
8
9
10
11
12
13
14
Section 8-01.3(5) is supplemented by the following:
Mulch
Wood cellulose fiber mulch shall be applied at a rate of 2,000 pounds
per acre.
15
REMOVING EXISTING COLVERT PIPE
16
17'
18
Description
Existing culvert pipes of the various types, sizes and lenqths at the
locations noted in the Plans shall be removed.
19
20
21
22
23
24
25
26
27
28
Construction Requirements
Removal and backfilling shall be in accordance with Sections 7-02.3 ( 3 ) I
and 7-02.3(4). All removed culvert pipe shall become the property of the
Contractor and shall be disposed of outside of the project limits.
!
Payment
All costs in connection with removing existing culvert pipes shall be
included in the unit contract price per cubic yard for "Structuro
Excavation Class B,. IncJ,udinq Haul" and shall be considered full
compensation for excavating, removing, loading, hauling, backfillin;, and
disposing of ,the removed materials.
29
INSTALLING CULVERT PIPE
Description
30
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Where shown in the plans, culverts of the various types and classes shall
be constructed at locations as staked by the Engineer.
construction Requirements
Installation of culverts shall be in accordance with section 7-02. A
trench shall be excavated to the width, depth, and grade as shown on the
Plans or as given by the Engineer.
3
4
5
6
7
Payment
The "Structure Excavation Class B, Including Haul" quantities shown on
the Plans at the locations requiring culvert removal and installation are
total quantities required for culvert installation. At these locations
no payment will be paid for "Structure Excavation Class B, Including Haul"
for culvert removal described elsewhere in the Special Provisions.
8
9
10
11
12
13
14
15
16
17
18
All costs involved in this item of work shall be included in the unit
contract prices per cubic yard, for "structure Excavation Class B,
Including Haul" and per lineal foot for "Plain Aluminum Culvert Pipe 0.060
In. Th. 18" Diam.", "Plain Aluminum Culvert Pipe 0.075 In. Th. 24" Diam.",
"Plain Aluminum Culvert Pipe 0.105 In. Th. 42" Diam." and will be paid for
at the unit contract prices for the various bid items involved.
19
BEVELING CULVERT PIPE
20
construction Requirements
The Contractor shall bevel the ends of culvert pipes installed under this
contract, to conform to the slope of the finished surrounding ground.
Resultant debriB shall be disposed of off the right of way:
The pipe shall be beveled to present a smooth beveled edge end section.
Care shall be exercised so as not to damage any portion of the culvert
pipe. Any such damage resulting from the Contractor's operations shall
be repaired to the satisfaction of the Engineer at no cost to the County.
payment
All costs involved in beveling the culvert pipe will be considered
incidental to and included in the unit contract prices for "plain Aluminum
Culvert Pipe 0.060 In. 'rh. 18" diam.", "plain Aluminum Culvert Pipe 0.075
In. Th. 24" Diam.", "Plain Aluminum Culvert Pipe 0.lD5 In. Th. 42" Diam."
21
22'
23
24
25
26
27
28
29
30
31
32
33
QUARRY SPALLS
Description
34
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This work shall consist of placing quarry spalls at the locations and on
conformity with the lines and dimensions shown in the Plans or established
by the Engineer and in accordance to section 8-15.
4
Materials
5
Materials for quarry spalls shall be in accordance to section 9-13.6.
6
Construction Requirements
section 8-15.3 is supplemented with the following:
Quarry spalls will be measured by the ton of spalls actually placed.
payment
The unit contract price per ton for "Quarry spalls" shall be full pay f,?r
performing the work as specified including all costs incurred ~n
excavation of the foundation for the placement of the quarry spalls in
reasonable close conformity with the lines, grades, and cross sections
shown in the Plans or as staked by the Engineer, and for loading, placing,
or otherwise disposing of the material as designated by the Engineer.
7
8
9
10
11
12
13
14
15
16
17
STANDARD PLANS
December 12, 1988
The State of Washington Standard Plans for Road, Bridge and Municipal
Construction transmitted under publications Transmittal No. 80-34, dated
May 30, 1980, and as revised under publications Transmittal 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. 83-88 dated November, 1983, transmittal No. 84-015
dated June, 1984, transmittal No. 85-005 dated March, 1985, transmittal
No. 86-001 dated Januar.y, 1986, transmittal No. 87-28 dated July, 1987,
transmittal No. 87-067 dated December, 1987, transmittal No. 88-035 dated
June, 1988, and transmittal No. 88-059 dated November, 1988, is made a
part of this contract. In case of discrepancies, Plans shall govern over
Standard Plans, Standard Plans shall be considered the same as Plans as
set forth in section 1-04.2.
18
19
20
21
22
23
24
25
26
27
28
29
30
31
The Standard Plans are revised as follows:
32
33
34
35
36
37
38
39
40
.a:..z
The Standard Plan provides that flared end sections for 12 inch
through 24 inch diameter pipe with annular corrugations are to be
attached to the pipe with a threaded rod and connector lug. As an
alternate for flared end sections of steel the attachment may be made
with a 1 inch wide strap of 12 gage galvanized steel fastened with
a 1/2 inch diameter galvanized bolt 6 inches in length furnished with
one squarehcad nut. The length of the strap shall permit sufficient
bolt take-up to provide a tight connection. All material necessary
53
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2
for the connection of the flared end section to the corrugated pipe
shall be supplied by the manufacturer of the flared end section.
3
4
5
~
The detail EXTRUDED CEMENT CONCRETE CURB is revised to show the 10'
space to be between the cut/sawed joints. Also, delete the word max.
6
7
~
The POST SELECTION TABLE is revised as follows:
B
9
The notch depth and hole diameter for 6" x 10", 8" x 10", and
8" x 12" post sizes are deleted.
The note under the "POST DETAIL" is revised to read:
Typical for 4" x 6", 6" X 6", and 6" x 8" posts. Holes and
notch are not required for any 4" x 4" installations or for any
single post 4" x 6" installation.
All posts that are larger than 6" x 8" shall be placed behind
guardrail or barriar, unless they are located outside of the
clear zone.
The SIGN INSTALLATION ANGLE detail is deleted.
H:.J.
The plan title is changed to RAISED PAVEMENT MARKERS. All wording
on the plan sheet saying "lane markers" is changed to "raised
pavement markers".
H::.J.a
The plans title is changed to RAISED PAVEMENT MARKING DETAILS. All
wording on the plan sheets saying "lane markers" is changed to
"raised pavement markers".
~
The note on the foundation detail referencing J-9a is changed to
read:
See Standard Plan J-le.
The following are Standard Plan numbers and their date of last revision
applicable at the time this project was advertised:
A-J, 12/29/86 C-3 4/28/88 H-5a 6/28/85
A-1 2/19/89 C-4 9/11/97 H-5b 6/28/85
A-2 8/17/9B C-4a 4/04/88 H-5c 7/17/81
A-2 8/14/87 C-5 2/13/97 H-6 7/17/81
A-2 8/17/88 C-6 12/23/86 H-7 5/07/85
C-6 12/23/86 H-7a 11/28/83
B-1 12/01/86 C-6a 1/2l/85 H-8 11/26/79
B-la 12/01/96 C-6b 1/21/95 H-9 2/22/82
54
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<C 3 B-lf 9/29/87 C-6e 4/04/88 H-12 1/30/87
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I- ""
:::> [ 17 B-5a 11/26/79 0-2g 2/13/81 J-1c 7/24/87
;::;0' 18 B-6 11/26/79 D-3 1/25/80 J-1e 5/10/82
UJ
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ZI-
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u 22 B-7a 8/12/88 0-6 8/25/88 J-3e 2/04/82
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:I: III L 24 B-8a 3/29/82 0-7 1/04/80 J-3f 6/19/87 1
1-- 25 B-9 8/12/88 0-7a 1/04/80 ,j-5a 7/17/81 I
~t:; 26 B-10 1/25/80 0-8 1/04/80 J-6c 2/22/82 1
I 27 6-11 1/25/80 0-9 2/05/88 J-6f 2/22/82
W 28 B-12 1/25/80 0-9 2/05/88 J-6g 2/22/82
~ 29 6-13a12/02/85 J-6h 2/22/82
I-
0 I 30 B-13b12/02/85 E-l 1/04/80 J-7a 2/22/82
Z 31. B-13c12/02/85 E-2 9/19/80 J-7c 2/22/82
32 6-13d12/02/85 E-3 11/26/79 J-7d 7/31/87
33 6-14 12/02/85 E-4 8/07/86 J-7d 7/31/87
I 34 6-15 7/24/87 E-4a 12/22/87 J-8a 9/15/87
35 6-17 11/26/79 E-5 1/25/80 J-9a 4/24/86
J" 36 B-18 3/19/84 J-10 3/07/88
I 37 B-18a9/06/83 F-l 8/12/88 J-11a7/19/85
...."....".,. 38 B-18b10/03/83 F-2 11/26/79
39 B-18c1/28/85 F-2a 11/26/79 ){-1 2/06/87
40 B-19 10/03/83 F-2b l.1/26/79 ){-2 2/06/87
41 6-20 9/19/83 F-4 9/07/88 ){-3 2/06/87
0 42 B-20a9/19/83 F-5 9/07/88 ){-4 2/06/87
43 B-20b9/06/83 F-6 3/03/88 ){-5 2/06/87
44 B-20c9/06/83 ){-6 2/06/87
45 B-20d9/19/83 G-l 10/17/83 ){-7 2/06/87
46 B-20f4/15/88 G-2 9/06/83 ){-8 2/06/87
47 6-21 12/04/85 G-2 9/06/83 ){-9 2/06/87
48 B-22 9/19/83 G-2a 12/21/73 ){-10 2/06/87
. 49 B-23a12/22/86 G-2b 6/20/86 ){-11 2/06/87 .'
50 B-23b12/22/86 G-3 ll/26/79 ){-12 2/06/87 . .
51 6-23c12/22/86 G-3a 11/26/79 1<-13 2/06/87
, - 52 B-23d9/23/86 G-4a 7/17/81 1<-14 7/17/81
55
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B-26 12/08/86
C-1
C-l
C-~a
C-1b
C-~c
C-1d
C-2
C-2a
C-2b
C-2c
C-2d
C-2e
C-2f
C-2h
9/09/88
10/28/87
5/05/88
1/21/85
9/04/87
5/09/88
1/21/85
3/27/87
1/21/85
1/21/85
1/21/85
1/21/85
5/26/88
5/02/88
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G-6
G-6a
G-7
G-8
G-8
G-8a
G-8a
G-8a
G-9
G-9
G-9
10/24/75
8/31/73
4/04/88
3/30/88
1/28/85
10/18/85
10/~8/85
~0/18/85
1/30/87
1/30/87
1/30/8.7
5/17/85
3/06/87
2/24/88
2/24/88
12/28/84
6/28/85
K-15
K-16
K-~7
K-~8
K-19
K-20
K-21
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H-3a
H-3a
H-4a
H-5
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L-2
L-3
L-4
L-5
L-5a
L-6
7/17/81
2/06/87
2/06/87
2/06/87
2/06/87
2/06/87
2/06/87
1/2~/85
1/2~/85
1/21/85
1/21/85
1/21/85
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: FLAGGERS
LOCATION: (STATE: FLAGGERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM AND YAKHIA COUNTIES.
FRINGE BENEFITS
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1.75
1.55
3.43
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$/HR.
$/HR.
$/HR.
$/HR.
HEALTH AND WELFARE
PENSION
TOTAL HOURLY BENEFITS
TRAINING FUND
WAGE RATES
OCCUPATION
CODE
OCCUP.!\TION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
260-0010 FLAGGER
OTHER
260-9260
STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER CONDITIONS STIPULATED IN
EAC 296-127-022.
STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
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260-9262
1
STATE
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
10.78
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FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
o
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.75
1.55
.13
WAGE RATES
OCCUPATION
CODE
OCCUPATION.
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1
350-2100 WINDOW CLEANER
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
350-1870 TOOLROOM MAN (AT JOB SITE)
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL.
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-1370 POT TENDER
2
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$/HR.
$/HR.
$jHR.
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
8.46
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
350-1390 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAILMAN
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
350-0950 HIGH SCALER
350-0965 HOD CARRIER
350-0980 JACKHAMMER
350-~090 MANHOLE BUILDER
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-~315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-~750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, , CRIBBER)
3
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STATE FEDERAL
RATE RATE
15.46
~5.46
15.46
15.46
15.46
~5.94
15.94
15.94
15.94
15.94
15.94
15.94
~5.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
~5.94
15.94
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
"
FEBRUARY 15, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
o
350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI.,
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: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE
HIGHEST LABORER'S CLASSIFICATION SUPERVISED.
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STATE FEDERAL
RATE RATE
15.94
15.94
15.94
16.30
16.30
16.30
16.30
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LANDSCAPE CONSTRUCTION
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
I
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FRINGE BENEFITS
TOTAL HOURLY BENEFITS - LANDSCAPE
PLUMBER
TOTAL HOURLY BENEFITS - LANDSCAPE
EQUIPMENT OPERATOR
WAGE RATES
3.25 $jHR.
3.95 $jHR.
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
370-0030 IRRIGATION AND LANDSCAPE PLUMBERS
370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT
OPERATORS
370-00~0 LANDSCAPING OR PLANTING LABORERS
OTHER
370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS.
ALL HOURS WORKED IN EXCESS OF 8 HOURS PER
DAY AND 40 HOURS PER WEEK SHALL BE PAID
1 ~j2 TIMES THE REGULAR RATE OF PAY.
370-9372 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - ALL HOURS IN
EXCESS OF 8 HRSjDAY AND 40 HRSjWK, MON. THRU
SAT. SHALL BE PAID 1 ~j2 TIMES THE REGULAR
RATE OF PAY. ALL HOURS WORKED SUN. AND HOLI-
DAYS SHALL BE PAID DOUBI,E THE REGULAR RATE
OF PAY.
, 370-9374 STATE: HOLIDAYS FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - NEW YEARS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, r~BOR DAY,
THANKSGIVING ))AY, THE FRIDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
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STATE
STATE
STATE FEDERAL
RATE RATE
10.62
11. 50
7.65
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
"
FEBRUARY 15, 1989
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
..
OCCUPATION: LANDSCAPE CONSTRUCTION
OTHER
370-9376 STATE: NOTE - EFFECTIVE JUNE 9, 1988 THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, UNDER THE CONDITIONS STIPULATED
IN WAC 296-127-022.
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FEBRUARY 15, 1989
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION: POWER EQUIPMENT OPERATORS
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.95
2.00
.26
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP lA
570-5015 CRANE - OVERHEAD, BRIDGE TYPE
100 TONS AND OVER
570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM
INCLUDING JIB AND OVER
570-5505 LOADER, 8 YARDS AND OVER
570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
GROUP 1
570-5515 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 TONS THROUGH 99 TONS
570-5520 CRANE 45 TONS AND UP TO 100 TONS OR
150 FT OF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH
570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS
570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR
SHIELD
570-5565 QUAD 9 AND SIMILAR, D-I0 AND HD-41
570-5540 REMOTE CONTROL OPERATOR, ETC.
570-5525 ROLLAGON
570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER
570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS
570-5555 SLIPFORM PAVERS
570-5530 TOWER CRANE
570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
7
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
19.23
19.23
19.23
19.23
18.73
18.73
18.73 ,
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18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
570-5575 BUMP CUTTER
570-5590 CHIPPER
570-5570 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5580 CRANES, 20 TONS UP TO 45 TONS
570-5595 CRUSHERS
570-5600 DERRICK
570-5605 DRILLING MACHINE
570-5610 FINISHING MACHINE
570-5615 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5625 MECHANICS, ALL
570-5635 MIXERS, ASPHALT PLANT
570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS,
PULLING SLOPES, DITCHES, ETC.
570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE)
570-5650 PILEDRIVER
570-2975 PILEDRIVER (SKID TYPE)
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-2565 ROTO-MILL PAVEMENT PROFILER
570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS
570-5655 SCREED MAN
570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER
570-5665 SUB-GRADER - TRIMMMER
570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 3
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
570-5698 A-FRAME CRANE OVER 10 TONS
570-5735 CONCRETE PUMPS
17.93
17.93
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
"
FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-5705 CONVEYORS
570-5700 CRANES, UP TO 20 TONS
570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER
570-5765 EQUIPMENT SERVICE ENGINEER
570-5720 FORK LIFTS
570-5710 HOISTS, AIR TUGGERS, ETC.
570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS
570-5715 LOADERS - ELEVATING TYPE
570-5725 MOTOR PATROL GRADER - NON-FINISHING
570-5785 OILER DRIVER ON TRUCK CRANE
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT
MATERIALS
570-5745 SAWS, CONCRETE
570-5750 SCRAPERS - CARRY ALL
570-2815 SCRAPERS, CONCRETE
570-5755 SPREADERS, BLAW KNOX, ETC.
570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5760 TRENCHING MACHINES
GROUP 4
570-5697 A-FRAME CRANE, 10 TONS AND UNDER
570-5795 ASSISTANT ENGINEERS
570-2575 BOBCAT
570-5685 BROOMS
570-5820 COMPRESSORS
570-5830 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5790 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5800 PAVEMENT BREAKER
570-4735 PERMANENT SHAFT-TYPE ELEVATOR
570-5805 POSTHOLE DIGGER, MECHANICAL
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STATE FEDERAL
RATE RATE
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
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FEBRUARY 15, 1989
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE P.ATES
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
570-5810 POWER PLANT
570-4745 PROBE TENDER (ROTO-MILL)
570-5825 PUMPS, WATER,
570-5780 ROLLER, OTHER THAN PLANT ROAD MIX
570-5815 WHEEL TRACTORS, FARMALL TYPE
OTHER
570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU 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
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF .:ruLY, LABOR !!lAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
570-9572 STATE: LEADMAN $0.30 OVER MECHANIC
10
STATE FEDERAL
RATE RATE
15.83
15.83
15.83
15.83
15.83
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: SIGN MEN - ELECTRICAL
LOCATION: cLALLAM, JEFFERSON, KING AND KITSAP COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION LOCAL
PENSION - NEBF
WAGE RATES
OCCUPATION,
CODE
.98
.50
3.00
$/HR.
$/HR.
%
STATE
STATE
STATE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
"
******* STATE WAGE RATE GROUP LISTING
*******
635-0020 JOURNEYMAN - GLASS
635-0030 JOURNEYMAN - MAINTENANCE
635-0040 JOURNEYMAN - SIGNMAN
635-0050 STOCKMAN (50%)
17.29
17.29
~7.29
8.645
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCGUPATION:
SIGN HANGERS AND S.IGN PAINTERS AND CONSTRUCTION MEN
LOCATION: CLALLAM, ISLAND AND JEFFERSON COUNTIES
WAGE RATES
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RATE
FEDERAL
RATE
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
640-0040 SIGN HANGER
640-0090 SIGN PAINTER
640-0115 SPRAY PAINTER
12.15
12.15
12.15
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCcuPATION: TEAMSTERS
...
FEBRUARY 15, 1989
FRINGE BENEFITS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
HEALTH AND WELFARE
PENSION
1. 89 $/HR.
1.82 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
I
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730-0010 A-FRAME OR HYDRALIFr TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:WAREHOUSING
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOtffiNEAU, WESTINGHOUSE
ATHEY' WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BO'l'TOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
13
.
STATE
STATE
STI.TE FEDERAL
RATE RATE
18.14
17.83
J.7.99
17.66
18.01
17.66
17.94
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.78
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIP!!ENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 1.2 YARDS
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.56
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH 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
THEREOF: UP TO AND INCLUDING 5 YARDS
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.48
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH 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
THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE R.:o.TE
****** STATE WAGE RATE GROUP LISTING ******
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.32
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH 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
THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS.
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.16
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH 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
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.99
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH 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
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
730-0405 ESCORT DRIVER OR PILOT CAR 12.50
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIUILAR 17.88
EQUIPMENT
730-0460 FLAHERTY SPREADER 17.99
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
"
FEBRUARY 15, 1989
LOCATION: CLALLAH, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
o
730-0500 FLATBED TRUCK, DUAL AXLE
730-0490 FLATBED TRUCK, SINGLE REAR AXLE
730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0690 LEVERHAN AND LOADERS AT BUNKERS AND
BACH PLANTS
730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
730-0800 MECHANIC
730-0810 MECHANIC HELPER
730-0910 OIL DISTRIBUTOR DRIVER (ROAD)
730-1035 OIL/TRANSPORT TANKER
730-1025 PICK-UP SWEEPER
730-1010 PICK-UP TRUCK
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK AND DRIVER
730-1160 SNO-GO AND SIMILAR EQUIPMENT
730-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR
730-1200 SWAMPER
730-1300 TEAM DRIVER
730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 20 YDS.
730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 16 YDS. TO AND INCL. 20 YDS.
730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 12 YDS. TO AND INCL. 16 YDS.
.
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STATE FEDERAL
RATE RATE
17.77
15.75
17.66
17.83
17.56
18.32
17.88
18.16
18.00
17.41
17.99
15.37
15.75
15.75
17.66
17.88
17.88
17.83
17.56
17.61
17.66
19.01
18.85
18.69
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"
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FEBRUARY 15, 1989
OCCUPAT;I:ON: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-1540 TRANSIT-MIX USED ~XCLUSIVELY IN HEAVY
CONSTR.: OVER 10 YDS. TO AND INCL. 12 YDS.
730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 8 YDS. TO AND INCL. 10 YDS.
730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 6 YDS. TO AND INCL. 8 YDS.
730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 4 1/2 YDS. TO AND INCL. 6 YDS.
730-1501 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: 0 YDS. TO AND INCL. 4 1/2 YDS.
730-1750 VACUUM TRUCK
730-1810 WAREHOUSEMAN AND CHECKERS
730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS
730-2000 WATER WAGON AND TANK TRUCR~ UP TO 1600
GALLONS
730-2010 WINCH TRUCK: DUAL REAR AXLE
TO 3000 GALLONS
730-2210 WINCH TRUCK: SINGLE REAR AXLE
730-2200 WINCH TRUCK: SINGLE REAR AXLE
730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT
OTHER
730-9730
STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF B HRS/DAY OR 40 HRS/WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SATURDAYS, (EXCEPT
WIlEN WORKED AS A MAKE-UP DAY), SHALL BE PAID
AT 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL
HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE: REGULAR RATE OF PAY.
17
.
STATE FEDERAL
RATE RATE
18.53
18.36
18.20
18.04
17.87
17.66
17.56
17.99
17.66
17.83
17.88
17.66
17.66
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
OTHER
730-9731 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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FEBRUARY 15, 1989
OCCUPATION: TRAFFIC CONTROL STRIPERS
LOCATION: STATEWIDE
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HEALTH AND WELFARE
PENSION
.06
1.70
.50
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE
RATE
FEDERAL
RATE
,<
******* STATE WAGE RATE GROUP LISTING *******
820-0010 FOREMAN
820-0020 JOURNEYMAN
20.12
17.15
9THER
820-9820 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK
SHALL BE PAID AT 1 1/2 TIMES THE REGULAR
RATE OF PAY.
820-9821 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR
THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS
PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC. 296-127-022.
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 TO M.P. 1.80, STA. 17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE 'METHOD BY ICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERS EREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN TH EMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRA HE FOLLOWING SCHEDULE
OF RATES AND PRICES: ~ '
(NOTE: UNIT PRICES FOR ALL ITEMS, ,NSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. MUST BE TYPED OR ENTERED IN
INK. )
I I~~I QU=TY' DES IT PRI~J::s ~T I TOT~~UNT I
I-:--I--;:::-:::--I-::::~ ~I---::::-:::----I-------~----!
I----I----------~-I-- ~~--~------I--------------~l------------l
I~--I----~~~-- ----::-:::-~~:~:-----I;~-----~~--I------~----I
, REMOVING TEMPORARY I AT ! ,
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I ROADWAY EXCAVATION 'AT '
, 4 18,000 INCLUDING HAUL I. I
!---- --_:~:_:~:--I------_.._------------------I:~~--~:_:~:--- ------------!
*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS,.
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I NO. I QUANTITY I DESCRIPTION I DOLLARS * I DOLLARS I
1____1____________,___________________________1_______--------,------------
I I I UNSUITABLE FOUNDATION I AT I
I 5 I zooo I EXCAVATION INCLUDING I . I . I
l---~l--:~:-:~:---l-~~~;-;~~~~~;~~;---------l~;~--:~:-:~:---I------------l
I 6 I 2000 I INCLUDING HAUL I . I . I
l----l--:~:-:~:---l---------------------------l~;~--~:-:~:---I------------l
I 7 I 20,000 I EMBANKMENT COMPACTION I . I . I
I----l--:~:-:~:---l------------------------~--I:~~--:~---1------------1
1_:__I____~~~:____I_::::::_::~:___________~IA. ~~____I______~___I
I PLAIN ALUMINUM CULVERT I
'9' 50 , PIPE 0.060 IN. TH. ~'" . .'
I----I--~:~:-:::--I-:~:-~:~~:~~------~~I:~~--~:~:-:::--1------------1
I PLAIN ALUMINUM ~R 1};T
I 10' 198 , PIPE 0.075 IN . . I . 1
I I LIN. FT. I 24" DIAHET R LIN. FT. I I
l----l------------I-~~~;---- ~,~;-------------l------------l
,I 11' 136 I PIPE. . ~~V' I. . I . I
! _~__1--~:~:-:::--1-~2" ----- ~ ------1 :~~--~:~:-:::--l------------l
I , EXCAVA ON ,AT I ,
12 334 B ..
I I CU. YD. UDING HAUL I PER CU. YD. I I
1----1----------- ------------------------1---------------1------------1
I I GRAVEL BACKFILL FOR IAT , ,
13 52 PIPE BEDDING I ., I
l--~-I---:~:-:~:--l---------------------------I:~--:~:-:~:--~ -------~----l
GRAVEL BASE AT
I l4 I 9350 I (TRUCK MEASURE) I ., . I
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I----l----:~~~----I---------------------------I:~~--:~~-------I------------
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I-~~:l--~~~~::--I-~;;~;~;;~~;~~---------I~;--~~-~--l-~-~~--l
I 16 1 4J.00 I PAVEMENT CLASS B I . I . 1
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I 17' 310 1 WATER I. I . 1
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\ I SEEDING, FERTILIZING IAT I 1
18 I 4.5 I AND MULCHING . , . I . I
____I___~:~~_____I___________________________I:~~__~~-__1____________1
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I 1 OR PIL~ AT
I 23' 200 C CONTROL I , .' . I
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I, 24 'I 960 1 TRAFFIC CONTROL LABOR I ., I . I
HOUR ' PER HOUR '
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25 1 200 I CLASS A ..
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*_ SHOW PRICE PER UNIT IN FIGURES ONLY. F~GURES WRITTEN TO THE RIGHT OF THE
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I NO. I QUANTITY I DESCRIPTION I DOLLARS * I DOLLARS I
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\ 27 \ LUMP SUM I TRIMMING AND CLEANUP I LUMP SUM . I I
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CONTRACTOR'S DECLARATION OF OPTION FOR KANAGEMEHT OF
STATtlTORY RETAINED PERCBN'TAGE
A. ,I hereby elect to have the retained percentage of this contract held
in a fund by the Owner until (30) days following final acceptance
of the work.
Date
Signed
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B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, . subject to
withdrawal until after final acceptance of the w
Date
signed
c. I hereby elect to have the Owner
this contract from time
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* STATE OF WASHINGTON
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** COUNTY OF
I, the undersigned, an
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and
f
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says that the person(s), firm, as , or corporation has
(have) not, either directlY~' tly, entered into any
agreement, participated in a sion, or otherwise taken
any action in restrain~t e competitive bidding in
connection with the pr ~ ~hich this proposal is
submitted. ~~
~o~~::~~~~~~=~~~:d~~~e.~~.;~r~op~~
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* If notarization of proposal takes place outside of Washington State,
DELETE WASHINGTON and enter appropriate State.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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PROPOSAL - CONTXNUED
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.
A proposal quaranty in an amount of five percent (51) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH 0 IN 'J'HB AMOUNT OF
CASHIER'S CHECK 0
CERTXFXBD CHBCK 0 ($
PROPOSAL BOND 0 IN ~aE AMOUNT OF 5'
OOI..IARS
y TREASURER
Signed
**Receipt is hereby acknowledged
Date
My appointment expires
Note:
(Seal or Stamp)
This proposal is not transforable and any alteration of
the firm's name enterea hereon wit bout prior permisaion
from the county Commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
Pleas. refer to section 1-02.6 of the standard specifica-
tions, re: Mpreparation of Proposal,M or MArticle .M of
the Instructions to Bidders of bul1dinq construction jobs.
(1)
(2)
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.JErnRSOll COUIITY. IlASHIIIGTOII
'HIS AGll[DlOIT. ..de end entered inID thh dol' of .
U . ,Ile_a tile COUNTY or .JEFfERSON. ectlllll thrD1lgh tile .Jefferson CountY a.-
ebs.oners end _ DlrecIDr .f 'IlbHc lions _r end III' virwe of Tille 36. atu. .s
==tc:: plied Ue Vendor. of
IIlTlIESStTH'
,...t in CDftsiderllUon .f tile ter&lS end candUlans cont",a.d llereia ead lItuclled
IInd ..de e pert of this ell_to tile pertin hereto co....at ead e"rft as follows:
1. ,he VendOr e"rees ~ furnilh
ta eccordlace with end es descrille" ia the atteched specificetions ""'ich e.. Il7 this
refereac. lacorporete" llerei. end ..de e part llereof.
The Veador s...n pro.ide end lie et _ expense .f ell equlpooeat. .ort end lebor
of aay sort """15o...r thet .1' Ile required for fumhhtllll the "oods and elluipooeat
described ead compleUng tile ....rt provided for in this contrec~ad ever, pert there-
.f. e.cept such es ere ..nUoned in tile specUluUons to be f S by the County
of .Jeffersoa. ~ '
II. Tile eoun", .f .Jeffe...Ofl lIe,.by p"""lses end he Veador to
...,.101. end doeS ..,plo, the Vendor to fumh" the , at described and
to fumhh the sa.. accordln" to tile etuc_ specl c d the te..s and coa-
llltions llerela contelned. end "'reb.r cont..cts t llIlme accord I"" to tile
aUaclled speclficaUons and Ue schedule of ""I #f\.f d p.lces Ole,.ID attached.
at tile tl.. aad in the ..nae. and upOll the ,fllD) .Il\l!d for ill thh contract.
'he Count, further e"rees to _'o.r tile V 0'" a", aUerations tll or
addiUons to tile lloods and "ui_nt p I a thl' cOlltract that .." lie .r-
.red aad to pa, for the _ IDlder t . Is contract and tile lItuclled
,peclfiuUons. ~ ~ . '
III. The V.adr.r for II ~ rill. e"'cuton. a!hiahtretors.
succello.... and alli\llll. II ~ perforuace of all the cove-
Mntl herelll conuillt!d f .
IV. It 15 furt t ....n Iltuch to the County bl
..esOll of ~terh'" ~ s OXPNlll, provided Olerein.
III III . the lie ..ecuted this tllst..-at 011 the II." end
...r firs t n. end the .f CoIaIty '-1111_'" "" CIluHd this
tnstr .cuted bl end tll the _ .f sal. C_U .f .Jeff....OlI .... .", and
.-.. lIten.
Ia.CtI lIll1dor
"_ f.regolllll ColIlr.Ct Approved end "tffte.
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tIlUN1. tlf ,JtFFEIlSON
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'conRACT BONO
JEFFERSON COUNTY. WASHINGTON
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KNOW ALL MEN BY THESE PRESENTS:
That
, of
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, as Prtnctpal. and
. as Surety, are jotntly and severally held
and bound unto the COUNTY OF JEFFERSON, the penal su. of
Dollars 1$ ), for the pay.ent of whtch
we jointly and severally btnd ourselves. our hetrs, executors, ad.ln-
lstrators, and asstgns, and sucr~ssors and asstgns. flr.ly by these
presents.
The condltlon ofthls bond ls such that WHEREAS. on the
day of , A.D., 19___. the sald,
Prlnclpal herein, executed a certatn contract with
Jefferson. by the ter.s. conditions and provlstons
the uld , Principal h
furnlsh all .aterlals and do certain work, to-wi
Prlnclpal herein wl11 undert~ke and complete
work:
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ln Jefferson County, Washlngton, n $$t and
,Statlon , as per .a nd fi~ations .a~e a part
of said contract, which con ~ute, haraunto attached,
and is now referred to a raf. incorporated herein
and made a part her~o s for as as if here set forth
at length. ~' ~
NDW'THERiI"lc) e Prin!)<<) ratn shall faithfully and
truly observe wtth the I. condttions and provisions of
said contr~c r~spectl and s all wall and truly and fully do
and perf 0 ers and things by the said Principal underteken to
be perf~ said contract. upon the ter.s proposed therein,
and wit l.e prescribed therein. and until tha sa.e ts accapted,
and shall all leborars. .echanlcl. subcontrectors and .eteriel.en.
and all pe onl who shall supplY such contrector Or subcontractor with
provislonl end suppltes for the cerrying on of such wort. end shell
in .11 respects falthfully parfor. said contract according to law. '
:~=ne}~:~t~bliga~ion to be void. otherwise to re.aln in full force
WITNESS oUr hends this ________ day of , 19___.
PRI"CIPII~
SURETY CONPAII,
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By:
IIttorney-ln-fact
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APPROVED AS TO FORM thia dey
of , 19-=.
Address of local office and egent
of aurety co.peny:
Prolecutl~g IIttorney
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Buafne.. DI.t",cf.
CENERaL NOTES
Floodllohts _ be provIded to m....k
~Ioooar stotlona at nloM el ....ded.
If ent1,.. work or"ea '1 ytalble from one
atetlon. one tloOoo<' may be ua.el.
Staody !:<;'nlnO .....nlno nght. ITYPE C. WTCDl
ahauld b. UI." te mark channellzlno de"lc..
at nloht o. ne."ad.
C_Pzlno da"lcal or. te be .xt.nded to
o point _. the, ..... ,,111bIe to _oachlno
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SiGn seQUenca '" the _ tOl" both
dlr.ctlona of trovet.
+ ~#
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LEG NIl
. . . CllaNNELlZING DEYICES
.- rLAGGER
TRAFF~ CONTROL PLAN
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STANDARD PLAN K - 2
TYPICaL API'I.ICATIOII Of tRUrlC COHtROt. DEYlCtS ON A tWO.LANE
HIGH.av lINER[ ONE LANE IS CLOSED AND FLAGCIlO IS 1'IlOVIDED.
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c:;tN[RIL NOTES
T,.uck e~oslllnQ sICr''' 1*1'. Glo,.. I):>Gt".t
"~ l"Iet"d.d at''::..., ';.f'(" I,. aClYOI"I':. ot 0
D.,'ct. plan' Or' pIT s,,,. _"'''an,...
NO C[N1ERLlm' STI1IP[ alons lfI,,- ;S1
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROJECT AGREEMENT FOR CONSTRUCTION PROPOSAL
Project Number: 094]502
Name of ROad: BEAVER VALLEY
Approval Dale: 05-fJ7-9]
SubmiUiflg CoUllfy: JEFFERSON
Wo'* Order Number. 16029272
MP. 6.3] To 7.03
Local CRP Number. N20 srI
TOTAL AMOUNT OF AUTHORIZED RATA FUNDS: $ 27],920
o S D RA ollhe allocal.on by Ihe unty a Adm....tra"on nl nl of ruralanelUllt...., __unl A uncls
to Ihe project In Ihe amounl .." oul above, Ihe county hen:by 19t'Ce$ Ihlt .. COnailion Prececlenllo paymenl or lllIy RATA tuncls allOCOled
01 any lime 10 the above I'CreI'Cn<ed project, II _ep.. ana will comply wilh Ihe lerms or 'hls agreemenl, lncluaing Ihe terms ana conaiU"",
.." tonh In Cl.opter 49, Lows or 1983, ISI Ex. Se<S, (RCW 36,79); Ihe applic:oble ndco lllIa n:gulalio.. or Ihe CRABoonl (WAC 136-100
el.oeq,) ana III n:pn:<<:nIaUono ...<Ie 10 Ihe CRABoonl upon which Ihe tuna allOCOUon .... bued; "II or Which aI'C tamlliu 10 ana within
the knowle<lge oflhe counly ana on: ill<OlJlOraled heI'Cln ana mlde a pan or Ihls agreemenl, although nol allllehed. The o/I'l<<r 0( Ihe county,
by hls/her .igno,uI'C below, hen:by ceninco on behalr or Ihe counly Ihll matching runcls ana olher tunas n:pl'CICnled 10 be commlllea 10 Ihe
project will be ...Ilable .. neceuaty 10 Implemenl Ihe projected aCVl:lopmenl or Ihe project os sel tonh In Ihe construed"" Pt'Opll<al
prospect.., and Ideo_edp Ihal tuncls heI'Cby aull.orizea aI'C ror Ihe aCVl:lopmenl or Ihe constructIon PlOpoAl .. aefinea by RCW 36,'/9,
The county hereby agrees and ecninu 1M.:
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II Is In compliance wilh Ihe provisions ot WAC ch. 136-150 n:pnllng eligiblllly tor RATA runcls. It Ihe ClOunly Is tound
nol 10 be In compliance wilh Ihe Pl'OlliJlons or CIopler 150, ,uch non-compliance ...y be ClIuae tor Ihe CRADoonllo
wfthdnw or deny the CeniliCltc 0( Good Pncdte ofahlt County.
The project will be conslructed In --nl.nnce wllh the inronnltlon ruml.hed 10 Ihe CRABoonl, alia Ihe pl... ana speclfi-
caUOIll preparW by the eountyengineer.
II will noUry Ihe CRABosnl when a conlract Iw been .....nled ana/or when conSlructlon Iw "arted, ana when Ihe
projCd h.. been complelea.
II will n:lmbune .he RATA in Ihe _nl a project posl auall .....1. Improper expenaituI'C of RATA runds.
(2)
(3)
(4)
I and the required mllchJn. (undJ
ana olher runcls I'Cpl'ClCnled by Ihe Ioall ~~o be commilled 10 Ibe projecl, tho IOCOI ..encv will MV III aaaltlonll ...." noce...~
.r:omnlete .he Drofet" .lluhmlued (0 the fJ1.
IN CONSIDBRAnON or Ihe promiles and pertol1!Ulnce or Ihe ""'ed conaltlo.. by Ihe COunly, Ihe CRABoonl heI'Cby IpWIIO ..Imbune
Ihe counly rrom RATA runcls allocaled, ana nOI olherwise, ror lIS ..Imbunoble coalS nol 10 e!<Ceed Ihe amounl above spednea. ~
CRARnard win relrnhune rQun"el nn .he hili. gf
obllpUon 10 I'Clmburse RATA runcls e..encls only 10 projecl coall'ncurrea ar.er Ihe dole of project appl'Olllll by
M'y7,19\l1.
CRA&int.
Such
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COUNTY ROAD ADMINISTRATION BOARD
JErFERSON COUNTY:
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STAn or WA,SHINGTON
DEPARTMENT OF ECOLOGY
Mati Stup rV-11 . OJ}'mpf.l, \'\/a..hl/l.l:;ton 4H50~-Bi 11 . (!OI.J) .J54-6CXJV
October 2, 1990
.~.~: c E ~-'VE 1."":;
Mr. George Brown
Jefferson County
P.O. Box 1220
Port Townsend, WA 98368
05 L".J
Dear Mr. Brown:
Thank you for the opportunity to comment on the determination
of nonsignificance for the proposed improvement of a portion
of Beaver Valley Road (Item #5). We reviewed the environmen-
tal checklist and have the following comments.
Based on information provided in the checklist, it appears
that wetlands are present on the site. A qualified consult-
ant should be hired to delineate the wetland boundaries using
the new federal wetlands delineation methodology. A report
should be prepared that includes information on the functions
and values provided by the wetland, and the potential impacts
to these functions resulting from the proposed project.
Project design should avoid or minimize impacts to the wet-
land where possible. Proposed mitigation to compensate for
unavoidable impacts should be included in the wetland report.
Placement of any fill in wetland~ may require a permit from
the u.s. Army Corps of Engineers. The applicant should con-
tact the Corps to determine whether a permit is needed.
Buffers around wetlands and streams perform many important
functions, including surface water runoff filtration, erosion
reduction, screening of adjacent noise, light and activity,
as well as providing critical habitat for wetland dependent
species. Numerous studies have indicated that minimum effec-
tive buffers began at 60 feet and may go up to 300 feet, de-
pending on the value of the aquatic resource and the type of
adjacent land use. In light of this, the buffer widths pro-
posed for this project are inadequate and should be in-
creased. Ecology staff will be glad to assist in determining
an appropriate buffer width.
streams and adjacent vegetated areas provide important ben-
efits, including wildlife and fisheries habitat and water
quality improvement. As much of the stream as possible
should be left open (not culverted). A hydraulic project ap-
proval may be required by the Departments of Fisheries or
Wildlife, even if fish are not present in the stream.
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Letter to Mr. Brown
October 2, 1990
Page 2
We are concerned with impacts to bog or peat land systems.
Peat forms at the rate of one inch in 40 years, so a deep
peat deposit 'took hundreds of years to form. These systems
are very acidic, with a pH as low as 4.0 (drinking water av-
erages a pH of 7.0). Nitrogen and phosphorus, nutrients
which are critical to plant growth, are limiting factors, and
a specialized flora occurs which is especially adapted to
this situation. Due to plant communities which are often
very specialized and uncommon, and the length of time it took
the system to form being unmitigatable within the context of
our lifetimes, these systems warrant special consideration.
An influx of stormwater or runoff from lawns with fertiliz-
ers, pesticides and possible septic leachate can sig-
nificantly alter or disturb the wetland. Grassy swales and
channelization of water away from the bog system is impor-
tant, along,with wider buffers than those for most wetland
systems. A minimum buffer of 100 feet is usually necessary
to protect wetland values and functions.
Peat soils are an indication of yearly and long-term satura-
tion. They have very high water retention capacity, provid-
ing floodwater retention, groundwater exchange, and regulated
release of water throughout the year. If peat systems are
associated with ponds or lakes, they provide good wildlife
habitat.
Because peat systems can be unstable, they could prove to be
a safoty hazard or liability if young children are playing
around them. The peat could break away, and a child could
fall through to the water. We recommend fencing or prohibit-
ing public access except for guided tours on boardwalks if
this situation occurs.
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If you have specific questions about the hydrology or com-
plexity of a bog on site, please contact Michelle stevens at
(206) 459-6765.
If you have any questions, please call Ms. Ann Remsberg of
the Wetlands Section at (206) 438-7161.
Sincerely,
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Barbara J. ~itchie
Environmental Review Section
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5462
cc: Ann Remsberg
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DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
September 17, 1990
DESCRIPTION OF PROPOSAL: The proposal is Item No. 6 of the 1990
Annual Construction Program, Beaver Valley Rd. N' ly, CR0811,
located in Government Lot 4 of Section 7, Government Lots 1 & 2,
and the NE 1/4 and SE 1/4 of the NW 1/4 of Section 18, T. 28 N.,
R. 1 E., W.M. The proposal is to overlay the existing roadway with
asphalt cement pavement, widen and surface shoulders,
channelization and illumination of the Beaver Valley-Larson Lake
Rds. Intersection, and safety improvements.
PROPONENT: Jefferson County Department of Public Works.
NOTICE OF LEAD AGENCY: Jefferson County is the lead agency for
this proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determi~~ed that
the above described proposal would not have a probable significant
adverse impact on the environment and environmental impact
statement is not required under RCW 43.21C.030(2) (c). This
decision was made after r~view of completed environmental
checklists and other information on file with the lead agency.
COMMENT PERIOD: This DNS is issued under 197-11340(2); Jefferson
County will not act on this proposal for 15 days from the date of
this proposal. Comments must be submitted to the Jefferson County
Department of Public Works, County Courthouse, P.O. Box 1220, Port
Townsend, WA 98368, by October 4. 1990 .
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George C. Br n, Cha rman
Jefferson County Board of Commissioners
xc: Washington State Department of Ecology
Washington state Department of Fisheries
Washington State Department of Natural Resources
point No point Treaty Council
Jefferson County Health Department
Jefferson County Planning Department
port Townsend - Jefferson County Leader
CROSll, environmental data
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JEFFERSON COUNTY
ENVIRONMENTAL CHECKLIST
The state Environmental Policy Act (SEPA), RCW 43,21C, requires all
governmental agencies to consider the environmental impacts of a proposal
before making decisions. An environmental impact statement (EIS) must be
prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal;
reduce or avoid impacts from the proposal, if it can be done; and help the
agency decide whether an EIS is required.
PROPONENT: Jefferson Countv. Beaver Vallev Rd, N'lv, CR0811
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
Attn: Bruce Laurie
AUTHORIZED REPRESENTATIVE/CONTACT: Jefferson Countv Dept. of Public Works
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9168
DIRECTIONS
This checklist asks you to describe some basic information about your
proposal. The questions apply to the entire proposal, including those phased
over a period of time or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary
delays in processing this checklist. If you do not know an answer, write
"unknown," or if a question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical
assistance from qualified persons. The cost of obtaining such information
is the responsibility of the proponent.
Attach any additional information (reports, studies, maps,
illustrations, leases, permits, etc.) that may further describe the proposal
or be required by Jefferson county.
Contact the Jefferson county Planning and Building Department for
assistance in completing the checklist and for information on the
administrative procedures for its processing.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose):
The purpose of the proiect is to improve a portion of the Beaver Vallev Road.
CR0811. Countv Road Number 941507. from mile post 6.31 to mile post 7,03. by
widenina the existina three foot shoulders to eiaht feet and surfacina them
with asphalt concrete pavina. resurfacina existina roadwav with asphalt
concrete pavement. improyina the intorsectio~tb-Larson Lake Road. County
Road No. 503008. from mile post 4,06 to 3.86 bv surfacina with asphalt
concrete pavement. providina left turn channelization and riaht turn corner
~sians. and illumination. and by orovidina safetv improvements for both
roads which include. traffic control. access. utility pole relocation,
sianina. pavement markJna and delineation on both Roads. Maior items of work
will be clearina and arubbina. aradina. drainina, illumination svstem.
surfacina. pavina with asphalt concrete. pavement markina. paint stripina.
and permanent signina.
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PROPERTY AND AREA DESCRIPTION:
Address: 0.72 miles of Beaver Valley Road. County Road No. 941507. M.P. 6.31
to M.P. 7.03. and 0.20 miles of Larson Lake Road, County Road No,
503008. M.P, 3.86 to M.P 4,06,
Legal (from property tax statement): Lot:
Block:
Subdivision:
Tax Parcel:
sections: GL 4 of Sec, 7. & GL 1 & 2. & NE 1/4. & SE 1/4 of the NW 1/4. of
Sec. 18
Township: 28 North
Tax Number:
Range: 1 East. W.M.
Land Area Dimensions: Aooroximatelv 4.855 L.F. of roadwav of varvina widths.
Describe the location, physical characteristics, and extent of land area to
be affected; include all factors that will give an accurate understanding of
the property and its environment:
The roadways are located aooroximatelY 13 miles southerlY from Port Townsend.
The Beaver Vallev Road is the main transoortation route to and from Port
Townsend and the K~~Pennisula to the southeast and southeasterlv Dortions
of Jefferson Countv. This route current Iv carries heavy loads of traffic.
and are school and mail routes. The terrain within the area of Drooosed
construction is fairly flat in the ma;oritv of the area with rollina terrain
at the southerlv and northerlY ends. The area within the oro;ect limits is
desianated suburban and commercial. with residential. and commercial in the
immediate area. preliminarv desian indicates additional riaht of way
acauisition will be reauired on this Dro;ect due to widenina to incoroorate
channelization and safetv imDrovements.
SCHEDULE (beginning and ending dates of the proposal, including phases):
Desian and enaineerina throuah December 1990. riaht of waY acausistion
throuah Aoril of 1991 and construction from June to October 1991.
OVERALL PLAN (describe future additions, expansions, or related activities
or plans by others that may affect the proposal):
~~~~e;m~~~r::e~J. igonttOin~~~v~~~~m;~~f;~~ ~~~:r:~\~nEatsht~J~~~~~~~ ~~u~~~
~~d b;~~m:u~~~~~r~;at~~r~:::e~~adfufeiCt:aiBtsCaWu:d~h ~~~s s~~~~~~~l o~n~~~r ~~~~
Currentlv there are Dlans to uoarade the Beaver Vallev Rd. at the southerlv
te~~~us o~ ~i~~~~;~ "-H~ :;gz"'P~b ~~'''p:~~ Jh-1L~.$.5A,e.y..,..O
"!; ~ -n?IA. "fflc..,.AJ'J:.iA!,]' <y. ....,...'1' c:.." rr.AIT ',$/ l>~;tOL
REQUIRED APPROVALS (all local, state, and federal approvals required for the
completions of this proposal and if any approvals are pending that are
related to the proposal):
I \
Coros of Enaineers Nation Wide Permit for fillina wetlands (under one acre
iILarea\. to be aODlied for durina the final desian staae.
ENVIRONMENTAL DATA (any existing or proposed environmental information such
as studies or documents related to the proposal):
Traffic studv comD1eted bv Jefferson COllntv. Auaust.
environmental inventories. comDrehensive clan and community
WErt..AND ;QJve,.mey ry. "", :Z7l!~ Ilf-;- 771,$ ...,....l.A:'~c..
(,AJI'7"I'I/AJ TH,c Wer~l4Nf{J IAJIIII!,vl'O~'" ,q1l!1Et4 e>~
Alltr~, ~
1989. Various
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ENVIRONMENTAL COMMENTS
EARTH
1.
Check the item that describes
flat rollina hilly
slopes mountainous
other:
the site:
steep
2.
What is the steepest slope on the site?
Identify the approximate percent of the slope:
25% (natural)
3.
What general types of soils are found on the
site (sand, gravel, peat, muck)? If you know
the classification of agricultural soils,
specify them and note any prime farmland:
Gravelv sandv loam. Verv Gravelv silt Lo~
silt Loam. Peat. and Muck
4.
Are there surface indications or a history of
unstable soils in the immediate vicinity? If
so, describe them: No
5.
Describe the purpose, type, and approximate
quantities of any filling or grading proposed.
Identify the source of the fill: Some
amounts of excavation and embankment
material will be used for widenina of
shoulders, Source of material could be either
from on site excavation. Chimacum oit. or
Anderson pit. or from a orivate source unknown
at this time. See No. 14 below.
Could erosion occur as a result of Clearing,
construction, or use? If so, generally
describe it: Yes. minor amounts of surface
erosion could occur from disturbance of soils
durina construction. This erosion to be
controlled bv contractor as oar contract.
6.
7.
About what percent of the site would be
covered with impervious surfaces after
construction of the project (that is, asphalt
or buildings)? Aoorox 30t increase from
:~~~ti~~oa~m~~~~~te O~~~;~~n~r o~ec~~~;~~~~
Beaver Vallev Road with widenina of shoulders
to eiaht feet. add left t~ne and include
:tw;:nina taoerE!.
Describe proposed measures to reduce or
control erosion or other impacts to the earth,
if any: Construction of cro;ect durina drver
months. erosion control orocedures durina
construction. re-veaetation bv hvdro-seedino
before comcletion of cro;ect.
8.
A:J:R
9.
What types of emissions to the air, if any,
would result from the proposal during
construction and when the project is completed
(dust, car odors, industrial wood smoke)?
Generally describe and give approximate
quantities, if known: Exhaust from
construction eouicment. Fumes from hot
aschalt concrete durino Davina ocerations.
-3-
EVALUATION
l~ F", L TRA1ToN
i \
USE wA~"'E MAT'J!Ol:J~L.:S,
Got! N e; ~TI!.I> 'iN C4)IIJ' rRu.:rJ ",0
0"-1 :s,-n::, ('BeRM",
FI.ArT1S.N SI-JJPE.. loll I OeAJ
SHOUI.'b&:R,S) ,
Fbl'>~ IlSL.J! MIA)oll. ~MoIJAJT
,Sl.A:SH- 'b"PO$AI.. ,;;,..R.tJIAlG-,
Ao~ c..oAJ &~cJ"''MoAJ bue.'r:
~ c..J I u.. 'i3e tAJO
J-1oJ 6- - "T"I!!'RM. c.JI4~ (; It
/..0 A,'ii!, QUAI..-ry l:>u I!
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Is there any surface water body on or in the L...l>L.:....., c:Rtal!!J<. 370' oj;
immediate vicinity of the site, including wE5TeJlU..Y ~oM LA'R:50AJ f...A;(E
year-round or seasonal streams, salt waters, ~, /",-n5:;U:c.fioN.
lakes, ponds, and wetlands? If yes, describe ~~L5~0~ ~E~ue~
the type and provide names. If appropriate vil/.t..Sy At<I'l> t,A.u-JLIIKE "Rl>
state what stream or river it flows into:~ wen- NU:!'''l))c>'''''''
Yes. Ludlow Creek is approximatelv ~ ~e.e.. r~Y ~, ....ET
feet westerlv. it flows into Ludlow Bav. ""E..4-'Dow~ 1AJ.r=~71:IU.Y A....'=>
,Pl!2o./&.7' ""."""7141,7JflAJ ~e ;00' p",~ ;..rr~~ At>;r~r 'TD pl'::o:Tec.T $,7"1::.
_':>1fI. .;d""Ifl,Q",,..,~~,,, e.70' F~""" ~~.
WJ..I..1. the proJect requJ.re any worK over, in, r "'''''''''~ ~ cU...~71l:~c:n"... ~".u
adjacent to the described waters (within 200 1-1<, a 0,20 M;.: ',OS6', .:r:F
feet)? If yes, describe the work and attach 1~r.eRS~o~ ~~~ ':>N~Y.
available plans: No (ltIpR.ooJt:.M.E!.AJT" M,A"'i Altl,~_...
''''~ cIl.EEI<. ?teo.:S'~
kM , rs #'oJ,LI- HA ~ -r,; 'is/!!
:?",.e" ~EP.
uJ~';E:Il Fe>A. i)"",,- ~7ZM~
;!/1J'b ~?SAIllI<ME~"- a..~p.t,c;TjcW
f"Ro"'\ DFF".$I'T'C ~ ou/CeE./
I9-prf!.x I () ~L,
'DRI~K,AJ(, ....Ans"'.L FD~
CIIttJ.!J~e."'"j(),.) lAJo~ wILL..
Doe,;, the proposal lie within a 100-year flood :2?'e: p~\J,7>~ ;i:'f
plaJ.n? If so, note the location on the site ~ero~ I4:r.oM "p"J
plan: No Afff<DoJ~ tDF'"',..s/rc:
elf) u.ec..E'.
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10. Are there any off-site sources of emissions or
odors that may affect your proposal? If so,
generally describe them: Yes, there will be an
asphalt plant providinq pavinq materials for
this proiect. This olant will meet
requirements for emissions.
11.
Describe proposed measures to reduce or
control emissions or other impacts to the air,
if any: Contractor will be required to assure
construction equipment. and asohalt plant is
maintained to meet present standards for
exhaust emissions,
WATER
Surface Water
12.
13.
14.
Estimate the amount of fill and dredge
material that would be placed or removed from
the surface waters or wetlands and indicate
the area of the site that would be affected.
Identify the sOUJ:."ce of the fill material:
5 ac 0 vari
c ta
o assoc etla ds.
o 'ed t s a ad 0 surface
water visible. Source of fill material is the
same as no. 5 above.
,If- NoT ~..., N A :5 WI 7'1-1 /IV we r t::AAJIII ~ IlI.Jt/l!IfJ /'OIl>?
~I!:,e ,4-rr14~6.o ~ '
Will the proposal require surface water
withdrawals or diversions? Give a general
description and identify the purpose and
approximate quantities, if known: No
15.
16.
17.
Does the proposal involve any discharges of
waste materials to surface waters? If so,
describe the type of waste and anticipated
volume of discharge: No
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EVALUATION
ji'...;::N,IJG- 0'-11..:( .... t+EIJ
P?"PRotle't>'SY,Ij.,R..
fo 1..1. \J Ti ON c..c..v TJe<,L-
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vJA-TE"~ Fc>,e. pu.sr
A'OA-"TE.Msnr; .... -;;.E FIIr~ 5
'Ic> Ex~u..E.'AATE 'BtJAt<J,IJ("
,4-rr~ /.(Jer~t4AA>
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w.. TW:/t. FOR- p" s -r A CI AT'EM Sl<JT""' '
APt:> .e~..'64AJ~E^J. CD..,.Ae.TifJ.J
M l+y"jSE: .v1-rHJ>RI/-fA:J~~"" ,
It- <!)PF"-~,-'e ~ou~
~ N)(P <:> W,.J A.,.. --rJ,I1~ -vi M.E:.
e:x (S T7 N 6- :J u fCFAcE c..J A7"E.e5
F"/o...; ~vE,vT''''''LL.Y "TO
t.u:E>LOI.o.J c.;R!.E!eK) --rrI~
/NT'O A.I.J bLoW i:S"A V ,
IN,ll;>
CA~~, c..J.IE~Y
s PIC: u c.e::.
Wet Soil Plants: ca~tail* buttercup
bulrush skunk ca])baae Ho~sE:. 11411- \ $1It..M.o,J ~
other: canarv arass
* Located in roadway ditch that intercepts
ground water in cut section of roadway.
Water Plants: water lily eelgrass
mil foil
other:
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18.
will ground water be withdrawn or will water
be discharged to ground water? Give a general
description and identify the purpose and
approximate quantities, if known:
No
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Describe the waste material that would be ~'R'T1+'6'e ='A-AJ r T"'A"'" DN I
discharged into the ground from septic tanks PACt L I....' es ...., ''-;.L pJ: 00,;/.1
or other sources, if any (domestic sewage; T"'t(oIJfDe:l> FOR.. ..........,S'1iC\Jc:ii i
industrial wastes and chemicals contained; W~~ :;;:,y CD....Tf<AC.TI::>c! .~
agricultural wastes). Describe the general !,?p"];:) MA/tU,,-;q.'N~'J> ~y ,.) '.J:.~.'
size of the system; the number of such A Appt<l:>Ue.'J::> ...:5'AAJ '17'.'1'1 0
systems; the number of houses to be served, if ~E:Rt:)tc.e;:
applicable, or the number of animals or humans' 1:"
the system(s) is expected to serve: 1
Not applicable
Describe the source of run-off, including,
storm water. Describe the method of
collection and disposal, if any, inCluding any
known quantities. Where will this water flow?
will this water. flow into other waters? If
so, describe it:
Minor storm water runoff will be experienced.
Paved roadwav surfaces will be drained into
natural vegetated drainaae areas via ditchina.
catch basins. and culverts.
, J,/lt;-JiwAv 'ii!.u/o>oFF" Mft'l
Could waste materJ.als enter ground or surface C&>Nr4,.:J F~t..,z.ere.5 eL
waters? If so, generally describe how: Small 7::E :SlJ'i3~c...r 70 /h:.JU"P.GA.ffM..
auantities ,of machinery lubrication could find :sP,Ll.,.I no"" NAz..A;t!..');:,O"~
their way J.nto the storm water runoff. hfllTe"~.uIL -r'RUG0K;5 1J.!>/~6-
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......',OJ rE,L 'sAN'D,,u(,, ~AJ&:;l
'i::>e 'ChtlGo PR.4c.:ricE:f,
19.
Water Run-Off
(inClUding storm water)
20.
21.
22.
Describe proposed measures to reduce or
control surface, ground, and run-off water
impacts, if any:-Bunoff will be controlled bY
drainaae structures incorporated into the
proiect. and bY im~diate re-veaetation of the
gxposed soils after construction, Runoff will
}:Ie directed over natural veaetated fi.lter
areas.
PLANTS
23. Check the types of vegetation found on the
site:
DecidUOUS tree:
other: willow
JW1.G
I!lARJ&
aspen
Evergreen tree:
other: Hemlock
.tk
p,ine
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crop/Grain
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24. What kind and amount of vegetation would be
removed or altered? Minor amounts Fir. Alder.
Macle. Hemlock. and low arowina shrubs and
bushes will be cleared for the additional
shoulder widths and turn tacer confiaurations.
25. List threatened or endangered species known to
be on or near the site: unknown
26, Describe the proposed landscaping, use of
nature plants, or other measures to preserve
or enhance vegetation on the site, if any:
Minimize imcacts bv limitina the dearee or
maanitude of the construction activities.
Modification of timina and methods of
construction to reduce environmental imcacts.
Re-veaetation of disturbed areas.
ANIMALS
27. Check any birds and animals that been observed
on or near the site or are known to be on or
near the site:
Birds: hawk heroJ! eaq1e
sonqb:l.rds
other:
Mammals: Mn bear elk
~ --
other:racoon. chiPMunk. river otter
Fish: sea bass salmon trout
herring shellfish
other:
28.
List any threatened or endangered species to
be on or near the site: Unknown
29.
Is the site part of a migration route? If so,
how? Yes. Part of 'the puget Sound rea ion for
miaratina aauatic fowl.
30.
Describe proposed measures
enhance wildlife, if any:
to preserve
None
ENERGY AND NATURAL RESOURCES
31.
What kinds of energy (electric, natural gas,
oil, wood stove, solar) would be used to meet
the completed project's energy needs?
Describe whether it would be used for heating,
manufacturing, etc.: GlIS and diesel fuels.
lubricatina oils for construction eauiDmlmh
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32. Would the project affect the potential use of
Bolar energy by adjacent properties? If so,
generally describe the affect: No
EVALUATION
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WILL. ~oT AFF"e"t:::r tJ>~1-
E'AJE~Y AII/40JUf-S,LJTY ,qDt2..
'i<I=~~I~E 'DcIIEL.~.M.tEJi ./=
,ot:..v E,AJ~'Y' ~ outc.Es.
33. What kinds of energy conservation features are I!~ €/C(ioY EF.e'1 CoI E,vr
included in the plans of this proposal? List /U...# I AJ/JTiD..J J;, E"S /G,ocJ ,
other proposed measures to reduce or control
energy impacts, if any:
None
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ENVIRONMENTAL HEALTH
EVALUATION
34. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of
fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal?
If so, describe the hazards: Hazards
associated with heavv construction eouipment.
includino spills of petroleum products.
eouipment fires. and explosion.
35. Describe special emergency services that might
be required: Medical aid for construction
related accidents, containment if fuel or oil
spill occurs from construction related
activities,
36. Describe proposed measures to reduce or
control environmental health hazards, if any:
Follow industry standards for construction
operations. trainino of personnel, proper
maintenance of eouipment. Notification of
state Ecoloov Dept.. Emeroencv Manaoement
Authorities immediatelv of oil. or chemical
spilL
NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment,
operations)? None
38, What types and levels of noise would be
created by or associated with the project on
a short-term or a long-term basis
(construction, traffic, operation)? Indicate
what hours noise would come from this site:
Moderate noise levels would be experienced
from construction eOllipment on a short ~
basis. Work would be accomplished durino
davlioht hours onlY.
39. Describe proposed measures to reduce or
control noise impacts, if any: Restrict
operation to daYlioht hours onlY, Reouirement
of cont~tor to maintain eauipment followino
Federal. state and Local standards for this
type of eouipment. Additionallv. restrict
work to week days. davlioht hours onlv. to
mitioate noise imoacts.
LAND AND SHORELINE USE
40. What is the current use of the site and
adjacent properties?~he site is currentlY
used for a transportation facilitv, Adiacent
properties are desionated suburban and
~~cial with residential. lioht industrial.
and commercial areas.
41. Has the site been used for agriculture? If
so, describe the use: No
42. Describe any structures on the site:~
corridor is an existino transportation
facilitv. with existino overhead a~
underoround utilities. and existino drainaoe
structures.
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43. will any structures be demolished?
what? No.
If so,
44.
What is the current comprehensive plan or
community development plan designation of the
site? identify the plan: Jefferson Countv
Comprehensive Plan identifies this area as
suburban and commercial. with residential.
liaht industrial and commercial areas.
45.
If applicable, what is the current Shoreline
Master Program designation of the site?_____
Not Applicable
Has any part of the site been classified as an
"environmentally sensitive" area? if so,
specify the part: No
46.
47.
Approximately how many people would reside or
work in the completed project? None
48.
Approximately how many people would the
completed project displace? None
49.
Describe proposed measures to avoid or reduce
displacement impacts, if any: Not applicable
50.
Describe proposed measures to ensure the
proposal is compatible with existing and
projected land uses and plans, if any:
Enaineerina studies to incorporate pro;ected
traffic arowth in the area, The recommended
desian appears to meet the plannina aoals and
ob;ectives for this area.
HOUSING,
Approximately how many uni ts would be
provided, if any? Indicate whether the
housing is high, middle, or low income:______
No't applicable
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is
high, middle, or low income:
Not applicable
51.
53. Describe proposed measures to reduce or
control housing impacts, if any:
Not applicable
AESTHETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is
the principal exterior building materia1(s)
proposed? utilitv Doles and illumination
svstem at 40' heiaht.
55. What views in the immediate vicinity would be
altered or obstructed? None
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EVALUATION
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56. Describe proposed measures to reduce or
control aesthetic impacts, if any: Removal of
all pro;ect debris resultina from the
construction activitv. Ultimate re-veaetation
of disturbed areas.
LZGHT AND GLARE
57.
What type of light or glare would the proposal
produce? What time of the day would it mainly
occur? The intersection area would be
illuminated with 310 watt. hiah cressure
sodium luminaires. The liahtina svstem would
be self actuated bv photocell control, for
sunset turn-on. and sunrise turn-off
capabilities.
58.
Could light or glare from the finished project
be a safety hazard or interfere with views?
No. Current Iv illumination is crovided at the
intersections.
59.
What existing off-site sources of light or
glare may affect your proposal? None
60.
Describe proposed measures to reduce or
control light and glare impacts, if any:_____
Provide use of materials and techniaues that
result in octimum enerav efficient
illuminations desians.
RECREAT:tON
61.
What designated and informal recreational
opportunities are in the immediate vicinity?
Scorts fishina. huntina. shellfish aatherina.
swimmina. boatina. and dinina.
62.
Would the proposed project displace any
existing recreational uses? If so, describe
the displacement: No
63.
Describe the proposed measures to reduce or
control impacts on recreation, including
recreational opportunities to be provided by
the project or proponent, if any:
None
HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local
preservation registers known to be on or next
to the site? If so, generally describe them:
None known
65. Generally describe any landmarks or evidence
of historic, cultural, archaeological, or
scientific importance known to be on or next
to the site: None known
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EVALUATION
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66. Describe proposed measures to reduce or
control impacts, if any: If historical
cultural. or archeoloaical ob;ects are
encountered. a determination will be made of
sianificance from a historical or scientific
standooint and oreserved.
TRANSPORTAT:tOH
67. Identify public streets and highways serving
the site and describe the proposed access to
the existing street system. Show on the site
plan. not aoolicable
68. Is the site currently served by public
transit? If no, what is the approximate
distance to the nearest transi t stop? ~
Transit was notified of the oro;ect and stated
that thev do not need bus oullouts included in
the oro;ect. The nearest transit stoo is
~imatelv 2 miles awav.
,69. How many parking spaces would the completed
project have? How many would the project
eliminate? None. oarkina will not be allowed
within the limits of this oro;ect.
70. will the proposal require any new roads,
streets, or improvements to existing roads or
streets, not including driveways? If so,
generally describe them, indicating whether
they are public or private: Yes. this oro;ect
is to imorove a oublic viahwav.
71. Will the project use water, rail, or air
transportation, or occur in the immediate
vicinity of these facilities? If so,
generally describe the use: No.
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72. How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur:_____
Not aoolicab1e
73. Describe proposed measures to reduce or
control transportation impacts, if any:~
orooosed desian recommends actions considered
most desirable to fulfill the requirements of
the roadwavs involved, and reduce/control
traffic imoacts ~ner.ated bv area develooment.
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PUBLIC SERVZCBB
74. Would the project result in an increased need
for public services (fire protection, police
protection, health care, schools)? If so,
generally describe the results: Yes. onlv
durina duration of oro;ect for oossible fire
protection. medical aid. or emeraencv traffic
control.
75. Describe proposed measures to reduce or
control direct impacts on public services, if
any: Contractor shall know and observe all
laws and rules (state. Federal or Local) on
fire crevention. and safety.
UTZLITZES
76. Check which utilities are currently available
at the site:
water electricity natural gas
refuse service telechone
septic system sanitary sewer
other:
77. Describe the utilities that are proposed for
the project, the utility providing the
service, and the general construction
activities on the site or in the immediate
vicinity that might be needed: Puaet Power
currentlv provides electrical service to the
area. Electrical needs for the proposed
illumination systems will be orovided bv puaet
Power. Additionallv. temoorarv sanitary
facilities will be provided for construction
workers durina the life of the cro;ect.
ACKNOWLEDGEMENT
I acknowledge that all Information provided In thil checklist and all attached material la true and correct to the beat of "'f
knowledge, I underatand the lead agency la relying on thla Information to make Ita declalon. In addition. I uncIaratand that
review Lmder SEPA does not constitute approval of D proposal; cOft1)lfance with local, state, and federaL regulation. applicabLe
to the proposal shall constitute approval. (Check with appropriate agencies to determine what approvalS are required.) SEPA
approval f. based on the formation 1 have provided. If found fna'ccurate, approval could be withdrawn.
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es otherwise shown. the roviewer agrees with the statements made above.
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- JEFFERSON COUNTY
WASHINGTON
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In the .atter ot.
STATE OF WASHINGTON
COUNTY OF JEFPERSOH
'I
RESOLUTION NO. 28-89
Initiatins I ~a countJ X
projeot deaiSDated Aa X
CR08l1. X
IT IS HEREBY RESOLVED that Thp BpaVPT Val1pv Roan
.
Road Log Nc. 941507 '
tro. H.P.~ to M.P.~~1r.D.xMxfXxxxxxxx~.xNxR~xxxxxxxxbe
lmproved aa tollowa.
Reconstruct with minor realignment, widen, drainage, surfacing,
and channelization.
IT IS FURTHER RESOLVED that an appropriation trom the
orrlolal1y adopted road rynd bYd.et and baaed on the oounty
englne.r'a .etl.ate la bereby made In the amounta and tor the
purpoae shewn.
PURPOSE
Engineerinl
Right ot VaJ
Aoquisition
Sub-Total
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
S25.000.00
$20.000.00
$45.000.00
$288.900.00 ($l66,160.00 R.A.P.)
Construction.
x...,Contraot
_County Poroe.
TOTAL
~"l"l"l qno 00 (S166.160.00 R.A.P.)
_This project is included in tbe otticiallJ adopted annual read
program aa It.. No.
~The project ls hereby .ade a part ot the otticiallJ adopted
annual road prolram ln accordaDoe with R.C.W. 36.81.130.
IT IS FUBTHER RESOLVED that.
,
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~The construotion ia to be accompli abed by contract in accord-
ance witb R.C.W. 36.77.020 et. .eq.
__The construction is to be accomplisbed by oounty torces in
accordanoe witb R.C.V. 36.77.060 and V.A.C. 136.18.
PASSED AND ADOPTED THIS ,I (yOoi-l.. DAY OP dt~j) ;9:?9.
BOARD OF JEFFERSON COUNTY COMKISSIONERS
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Affidav., uf Publication
STATE Of WASHINGTONj
COUNTY OF JEFFERSONI
o
fRANK W. GARRfO. beln9 lWO''', '0)" tte II 'h. p...bl.~h., of
Ih. Port Tow".."dlJ.H."on CO"'''')' Lead." 0 _......,.
"ew'pap.' which ho. b.." .uobluhed. p...blllhed In 'he f"911'h
10"9"0ge and cuc"loled co"lln...o....I)' a. 0 ..."1)' "ew.po",.,
in Ihe lawn 01 POri To....n..nd. In tOld Co"tU)' and 510le, ono I,"
STATE OFWASHlNOTON w .-.._1 r-..j"~~~~;;:~,c::~:.~~~~;~:~hl::o::;.l:~f::~~~
COUNTY OF JEFFERSON I ~h. .aid Po,l Town.."d/JeH."on CO.."I,
In thll mau.r.of: ! .....:.Qllh do)' 01 'loin. 19. I. apPfo".d o. Q I_gal
Revlalng 8 County project ..JgMted.. CR0811. J . ~.' '".' p.1I0' COIIII 01 .old J.H."on COlolnl)'. ond
RESOLUTION NO.73-9CI lWi ,op, .1 .h.
IT IS HEREBY RESOLVED that th" Beaver Valley Rd" Road Log No,:::U:>n #73-90
941507, from M,P, 6.31 to M,P, 7,03 be Improved as follows: ..' ~1'
Reconstruct and widen and surface shoulders. Intersection ImproVelNnlc
Including channelization and illumination at Larson Lake Rd" surfacing wnhl'
A,C, pavement and drainage improvements, '. f
IT IS FURTHER RESOLVED that an appropriation from Iha officially)',
adopted road fund budget and based on the County Engll\8efs estlmalo Is:
hereby made In the amounts and for the purpose shown: '. ii
PREVIOUS ' PRESENT ;.~
PURPOSE APPROPRIATION APPROPRIATION t;,
Engineering $25,000,00 $56,000,00 (28,900,OOPWTJF) ".\
Right of Way';(
Acqula~lon $ 20,000,00 $ 25.000,00 (22.500,00 P I, F) t,{
Sub-Total $45,000,00 $81,000,00 (45,400,00 Pw;TF) k
Construction: ' J, ~,. '.~lu::;,::1 j;:i~e ;~,~::'ojOid pop.' .,..1'
Contract $288,900,00 5339,900,00 (248,880.00 RAP
(166,160,00 RAP) 80,530,00 P~FI
TOTAL $333,900,00 (t 66, 160,00 RAP) 50420.900.00 (246,880.00 RAP
13'.g30,OOPWTF) :,
This proJfICt Is Included In theofllclallyadopted annualroaC programaaltemr
NOi~is FURTHER RESOLVED that: \ !
The construction Is to be accomplished by contract Inaccordanco Wlh! th d.,., August
R,C,W.36,77.020et,I8q, . I,
PASSED AND ADOPTED THIS 23RD DAY OF JULY, 1190, '
BOARD OF JEFFERSON COUNTY COMMISSIONERS ',,':'~,~j:~;~P::,::~: 'r"hG,.~'~~~ ,~;:'~';:::::'
Georga C, Brown, Chairman
LarryW, Dennison, Mambar.., ',I ': : 'f "
B,Q, Brown, Member
SEAL:
ATTEST:
Lorna L, Delanoy, Clark of the Board
CO"'.'IoII1". w..il.. beginning on lh.
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August, 19....2.Q.,
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221 ~
Swbtn.bed Oftd '''0''1 10 be/o,. Ifte Ihu -.!!..th day 01
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STATEOFWASHlNOIlI\:'gooIsaJeslll1
COUNTY OF.JEFfE ThcLdy G
In tht1I1l101W.<<lnonlh~reellng
Rllvlslng II CountyllinlJeCtdnlbnThuis!t .
flJ"..so1.U'flON NO. HlmblrF
IT IS HEREBY RESOLVED '..th. ill th"!P-v_."""a .11I bcll~
94~2Zo~~~~~:nd6;~~~;:- :u:~ :'Jl'!ISa
Including channelization and lIIumlnatlOnst L3tthe!8~., k
A,C, pavement and dralnagtll,.ov. .merit,.,I3d. jes.~I.lc'll
IT IS FURTHER RESOLVED 1/1atan iIplen\1lkSlV1.,
adopted road fund budget and b. on the .&.IId IilIIS are, ,
hereby mede In the amount, and tor tho PUJpCliscullil was ,
PREVIOUS" . UI1lJfalr this'
PURPOSE APPROPRIATION ' ,_0. ocelli!
Engineering $25,000,00.. $~on~,;llbC"
Right 01 Way I ..ran, , "
Acquisition $ 20.000,00 .$ rirnel~cV'''/ "
Sub.Total $46.000.00 $. 'J1l~,~r
Construction;, '! anllulP.1lc on
Contract $288.110O.00 1i>a1~~S,
(166,160,00 RAP) , deckllilS ,the
TOTAL $333,900.00 (166.160.00 RAP) . 'SUCh~,
This proJect Is Included In the officially actoPtfOO~ NI .'
NOi~'IS FURTHER RESOLVEDth~: ,','. .,:.ptllmber
Tho construction Is to be lICCOll1)lliiled b~~:riil
R.C,W,36,77,020el,seq,, .' ," brOl!Iil ...,
PASSED AND ADOPTED THIS23RDDAVceldl'a1!~:~,
BOARDOFJEFFERSONCOUN'NCOMMI81 '.' ,
George C, Brown, Chairman . ,.
LarryW, Oonnl80n, Memben-"'n. "1:'1".'.1.,
B,G, Brown, Member ':, j",,\ ~(r.~' ,
SEAL;' ,
ATTEST:
Lorna L. Delaney. Clerk oltheBoareF .>
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Affidav.. vf Publication
STATE OF WASHINGTON)
COUNTY Of JEffERSON)
FRANK w. CARAfD. b.,ng ''''0'1'1, lay' he II ,he p"bl""., of
,h. Pori Tawnl.ndlJeU.non Co un', Lead.'. a ....old)"
n....lpop., ...hi(~ hal b.en ."abluh.d, p"blllhed In Ih_ fngl""
language and """Ial.d (on..nuoIIII., 01 a .......1, "....,po"'..
In Ih. 'own 01 POri To...n.end. In laid Co...n,., and 5101., ana 101
g.ne,ol (U(ulollon In laId (o...nl, 10' InO'. Ihan II" lei monUu
puo' 10 Ih. dOl. of 'h. fl,n publl,ollon of Ih. Nal.,. he,.'o at.
ladled. and ,ho' Ih. laId POri To...nl.nd/J.Hellon CO"'"'1
L.od., "'0101'1 'h. 211h doy 01 J...n. 1941. app,o..d 01 a I_gal
n.....pop., by Ih. S...p."o, Courl 01 laid JeH.,.on Co",n", and
Ihol ann....d il It.... 'opr of Ih.
Resolution #73-90
CR08H
01 it app.ared in Ih. I.gulo, and en'''. IIH.. of laid pap.' I".lf
and no' I" a .",ppl.m.nl Ihe'.o"o, 0 p.Ilod 01
one
conl.Cwll... ......... b.QlnnlRQ on Ihe
8th
August, 19,~,
day of
and.IldingOtllh.8th dora' August
,q~, and ,hOf 1I0id IMW'pop.' WOI '.g",loll., dtU'lb",'ed
10 .fll"blCllb.1I d"'IIlQ all allhia p.uod. rho'lh. '...11 o,.,o"n'
01 s5..5...-0..o_hal b.en paid In 1",11. a'lh. 101. 01 S~ ~O
p."ol._ ,..h ;:::;"fJ, _~ _
S"bm.b.d alld
'a belor. ,.,. Ihn _ 8 t h do., uf
August 90
_________._._, 19-
(' './. ,/fJ~ j/,{' l('r![/
I ' NOla', ,,,bilt '" alld 101 Ih. Slale 01
WOlhU'lQlon, '.'IdIllQ 01 Hodlod.
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In the niatter .of: ' "
.' .lntenUo GntSr Into,
".'.'1080' ',..,inentwll/1'
"the~1NOrks80ard':'J';
'. J', fOr Imp.....v.menta to .i. ".;';':,.
"";trn. .-v~v"Iey.lload1;;'."'"
IlESOLUTION NO. 47-90;, I
WHEREAS.Jefl~rjlln,Cpunty
Public Works Departmenl has applied
for a Washington $tale Flublkl TruGt :
Fund Joan19J'9COI)~c:tlh8,Btlaver.,
Vall!ly,Roa,d.Inclu(lll!llthe llhoulders. ..
frornM,P. 6,3Uo,M,P,7,67, here.after
referredioaS'l:1eproj8cl,~anCl '.
WHEREAS; theWashlngton State
Public Works, B9.arcihas ,selec:ted the
projec:t. f9r,flli";n.clng~.'s~bjei<l :t~ ,ap. .
proval by the Washlngtol) Slate !.:egis' '
lature, and '..., .< ' ':': .. ' .,.. "
WHEREAS/RCW43:155.070 reo
quires ihat'appllcariuf1musl' havo
adopt~)he, 1\lC<I1; optJ?n1/~o/!" real
estate,;.el,<cllle tax.'. as. d~scrlblid In
chapter82,~RCW.Jefferson COunty
has adopted 'said tax by' ordinance
numbe(, 5-83 on ,October .26. .,1983.
and _ '". ,,'.' <;':'l;:':,/~:."::' ":;,' e.". :,,~::,", "I
, WHER~S."R9,~ 43,155.170ro~
qulresthat'~appllcants; must 'have
adopted alon.g:te'rnillrianclng plan for
public works..Jefferson :County'has
, adopted the. Six year.1'ransportallon
Improvement Plan on JUn.e 28. 1989.
by reGolutlon ",,Imber '5>89: 'arid' "
WHEREliS/Uefferson:Cllu!1ty.w1ll
comply wllh'lill alate. and local regula' '
tlonG. lncludlng non-dl~crfrnlnallon In
employment lind the ,obtainment of
any IIJlIll!cable envlronmenlal permltG.
and w'~~flEAS. RCW 43,155,060 reo
, qulree:fhal the proJec:t wlll.beadver-
IIsod lorcompelltlvo bldslorconstruc-
1I0n,and,admlnlr.terad InaccO(dance
wllh standard local ~u;ei',:and:
, "WHEREAS. Ihe, ,'.". wlllJl?lIow
~~~~~.~p,I~;~:~S,." ,;"dfrds.
I' WHEREAs.~c,"eYS"liO'm .the
. Public WorksTru:iHJ, loan. hereal-
lor called "the loan. ,will be applied
only 10 the pro/ec:t IdentlllOO In Ihls
resolullon.an~";..<:,',;",.,,. '.'
WHEREAS.'thaJoan wlll'nol ex.
ceed 90% 01 the coals Incurred lor Ihe
pro)ect;and,.:d':','. .:}
. . WI:lr:REAS. Ihe loan.wlll ",lor an
amounl not 10 oxceed $491,900,00
and
WHEREAS, the loan will carry a
3% annuallnleresl ral.. and
WHEREAS; IhoprojGct will begin
within Ihr..months lromlhe dato the
loan .o....menl la exeCuted.
IT IS ,HERESV RESOLVED that
Jell.raon Counlylntlndl' 10 enler Into
a loan agreemont WIIhlhl PubllcWol1ls
Board. provldlid .Ihal 'Ihl terms and
oondlllon8 lor.'f'ubllo Worka Trust
,Fund loan 81'll.'a1}81actory to, Ilo,',h
\ ' oof'T1=1) THIS:tth
'PA , . 11110.....,........,.".......
~='J~16~E[,fiRSON COUNTY
.0'011I41 Brown. qhalrman
iB.O.-Brown, Member
Larry DennisOn, Mlmber
'SEAL: :
Aml3T:
Lorn" L, Delan.y. Clerk 01 the Board
2039 5.16
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Affidavit of P{olication
STAlE Of WASHINGTONI
COUNTY Of JEFfERSON)
FRANK W. GARRED. being '''Oln, '0)" h. II Ih. publ..h". 01
Ih. POll Town..ndlJ.H.non CO\lOI, Leod.,. 0 ......"It
n.wspap.' which has been ..tablish.d, p...bln,h.d In ,h. fng'.,,,
100910109_ and ci,culoted conllnuQIl,ly 01 Q ........." n....'po....
in ,helown of Pori Towns.nd, in so,dCollnly ond S,al., and 10'
g.n.rel circulation in leid 'ounly fo' mo,. Ihon I'''' I~) monlh.
prior to lh. dot. of Ih. linl publ,'ohon of lh. No"'. h.,.,o U..
lo,h.d, and lhet Ih. ,aid POll fown..nd/J.H."on Co..nly
l.od., wo, on Ih. 211h da~ 01 J\ln. '9" I, app.o..d a, a I_gal
n..'pap.' by Ih. Sup.tia. CO"'', 01 'Old J.H.non Count,. and
thOI ann....d i. tr\l. copy ollh.
Resolution #47-90
Intent to enter into loan
agreement with the public
board for improvements to
Beaver valley Road
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the ·
al it appoar.d in ,h. ,ogular and .nti,. iu~. of laid pop.r i"."
and nol in 0 lupplomonl ,h.t.of lor a p.Ilod al
one
CQn,.,...li". w..kl, beginning on Ihe
16th
19~,
day a.
May
and.ndingonlh.16t!ltayof May
19~. Qnd ,hal laid new.pop.r WOI '.Oulorly distribul.d
10 iu .ub"ribon dur"'9 all of Ihil period. Thai Ihe 'ull amo...nt
Submib.d alld .....orn 10 ~fot. me 'hi,16thdoy of
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STAT~ OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
Revising a county project
designated a5 s::Bl2.iU..
x
73-90
RESOLUTION NO.
x
x
IT IS HEREBY RESOLVED that the Beaver Valley Rd.
Road Log No. 941507
from M.P. .2...ll to M.P. .2....!U. be improved as fo~lows:
Reconstruct and widen and surface shoulders, intersection
improvement includinq channelization and illumination at Larson
Lake Rd., surfacinCjJ with A.C. pavement and drainage improvell1ents.
IT IS FURTHER RESOLVED that an appropriation from the
Officially adopted road fund budget and baseQ on the COunty
Engineer'S estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIqus APPROPRIATION
PRESENT APPROPRIATION
S 56.000.00(28,900.00 PWTF\
Engineering S 25.000.00
Right of Way
Acquisition S 20.000.00
S 25.000.00(22.500.00 PWTF\
Sub-Tota~ S 45.000.00
S 81.000.00(51.400.00 PWTF\
Construction:S288.900.00'166.160.00
L Contraot aM)
_ County Forces
S339.900.00(246,880.00 RAP
80,530.00 PWTP)
TOTAL
S333.900.00'166.l60.00
RAP)
S420.900.00(246.880.00,RAP
131,930.00 PWTF)
L This project i. included in the officla1~y adopted annual
road prograa as Itell1 No. 6
The projects hereby qAde a part of the offioially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
~
L The construction is to be accomplished by contract in
accordance with R.C.~. 36.71.020 et. ,seq.
The construotion is to be accompliShed by County force. in
acoordance with R.C.W. 36.71.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS ~ ~-.t DAY OP cis -<.J cf ,If 9/J .
i BOARD OP JEFF ON NTY COHHISSIONERS
SEAL: ___.......
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An~ \ d
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Clerk of the Board
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Jeftersoh)county
Board of County Commissioners
P.O. Box 1220
Port Townsend, Washington 98368
. Phone (206) 3&5-9100
LARRY W, DENNISON, DISTRICT 1 B,G, BROWN, DISTRICT 2
GEORGE C, BROWN, DISTRICT 3
JEFFERSON COUNTY COURTHOUSE
NATIONAL HISTORIC SITE
PORT TOWNSEND, WASHINGTON
July 2, 1990
Eric Berger, RAP Administrator
County Road Administration Board
2404 Chandler ct., S.W.
Olympia, WA 98504-3913
Re: RAP contracts for Beaver Valley Rd. and Oak Bay Rd., Project
Nos. 9415002 and 0566901, Respectively
Dear Eric:
Jefferson County is withdrawing its request for funds for the
Beaver valley Rd. project that was included in the projects that
were approved at the April 18, 1990 CRABoard meeting. Additionally,
we would like to apply a portion of the returned funds to fully
fund the amount submitted for Oak Bay Rd., Project No. 056690l.
The reason that Jefferson county is withdrawing the Beaver
Valley Rd. is that the scope of the project has changed since it
was submitted for the current biennium and has been re-submitted
for funding in the '9l-'93 biennium.
In reviewing the last list of funded and un-funded projects,
and talking with other counties, it appears that the Dosewallips
Rd project may be the next eligible project (ahead of Oak Bay Rd.)
for funding for Jefferson county. This project has also been re'.
submitted for the '91-'93 biennium, with a current estimate,
therefore funding is not requested at this time.
If you have any questions, please contact Bruce Laurie in the
public Works office.
Sincerely,
~e~~ro~
........~~l: Board of Jefferson County Commissioners
f'
xc: CR081l, Agree. , Res.~.
CR0812, Agree. , Res.
o 100'10 Rec~cled P.~'
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORIZATION
AREA ~~ 6,3/ 77) :7. 0:>'
PROJECT NAME BBJ,//!If!. 1.IA~d. ,eJd.
TYPE OF WORK ~(I.&IJ~71!/JL"f7cJ/lJ
br.6Vt<7
AREA CODE:
1'" PROJECT NO:! CtZ.. J 000811
BREAKDO\\'N OF WORK ITEMS:
A.e- L/_"N.,;t.y ~.... C:"N~J/t.IN(';,
"J;(/U/ 4C4~/r""',.,j
CcYI:.x"'-dJ~~~*T7CA. )
COST ESTIMATE:
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SUBMITTED ~~ ~
~--"~'N-<_~
,
BY:
1981
APPROVED: ~- C
4~ a. K_
DIRECTOR OF PUBLIC WORKS
19R~
BY:
ROUTE TO: I~ INITIAl.
. G- ~SV.T/4Hd'~'::lffi)R c:r-ACCOUNTING 4;.e
(),....,. '" (;.III,Jelt:!t..
0 ROAD SUPERINTENDENT 0 BOARD OF COUNTY
" CCMo11S51ONERS ~
I~ONSTRUCTION ENGINEER ~ G- a-.........
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Affi('vit of Publication
STATE Of WASI1INGTONI
COUNTY OF JEffERSON} U
;hRA~K W'yGARRED. being 'wotn, ioOy' h. I' Ihe pt.lbl,.ht'f....i
e Gn ow"s.ndfJeHenon Counly leader 0 I
~fJwspc:per which has been .l'.oblished. published ',n In", ;:;.:,:,
,01l9uoqo and circulated conllnuou,ly 010 w.ekly ne",,"a v,
'ne~h..,~~:j~c:fl:O(1 T.own~.nd. In 'old Count)' and S,o,e, (.l~a~f;.f
STATE OF WASIIINIION COUNIY OF ~ lion In, ~d counlr for more Ihon II. (61 mOllln,
In the..... of: IIvIsIng a...i,.............. as ~.11. '~~~Pp~~~CO;~O;n~~~~~J~f;:';,:~II~~~~~.
IE$OI.U1'ICM NO.: 2S.....' ., ,: " '", ' "., ,0)' of June 1941. opprowed 05 a IcgC;;1
IN IS HEREBY RiSOlVED that the BeaYe~ Valley Road Log No. 941507 fro ';'af~:;' af .o;d J.If.na, CO,"", a,d
M,P. 6,31 to M,P, 7,03 be improved 01 fallows: '
Reconstrud .with minor realignment, widen, drainage, lurfacing and chon #28-89 CROflll
nelizatlon, :
IT IS FURTHER RESOlVED that an appropriation from theoHiclally adopted road Valley Rd
fund budget and based on the county engineer's eltimate II hereby made In
tho amountl and for the purpole Ihown: .
PvrpoH I'm_ ApprepkdIon PreIMt ApproprIcItIGIt,
Engineering 0 $25,000,00
Right of Way
Acquisition
Sub.Total
Conltruction:
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20,000,00
.45,000,00
288,900,00
(166,160,00 RAP,)
, and .nli,. iuu. of .aid pOp" il..1I
"'0' for a period of
an,.cufj.,. w..I.... b.ginnlng on th.
~f:~i~P::';:d~ Thgo~'~h~ f:W~j~~~n~
." 1288 <&-191.., po,d I, /ull, of lh.1af. a' $5 50
""If COlumn Inch 10' ~j.nlon /;:
(~'A.~,;f /'/) ,1:b"~f/j
('1' !If.., J 'j
Sub,,'ib,d and ,worn 10 b_Ior. m. Ih" 19t1lll1r 01
APl:'J,l
~JLLf~~_
- -0- -- ~.~ut)II' In ana ,for Ih. Slott ,
Wathlngton, r.lldlng 01 Hodtu/.
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Affit-,vit of Publication
5TATE Of WASnlNGTONI
u,
COUNTY OF JEFFERSON)
r
FRANK w. GARREO. being sworn, say' h. II ,he publullliH Gt
the PGM Townulnd/J.H.rson County leader. a w.,,,,.dy
newspaper which has been established. published In ,he Enghvl
languoge and circulated conlinuol",ly 01 0 .......kly n.w,~optl'
in .he lown of Par' Town.end. in lOld CO"'"'y and Sial., and fcor
general cir(ulalian in laid counly for more thon si.. 10) monlt",
prior 10 ,he dol. 0' ,he firll publication 0' ,he NOlie. hereTo 01.
loched, and thof the laid Port Town5end/Jeff."on CO""'r
~::~:~;:: b; I'~: ~:;~,1:: Co~;,~~~ ~~~ lJ'.'~~:~~Cdo~~,~ :.ogn~
,hat ann.lI.d is Itue copy of ,he
REsolution #28-89 CR08l1
The Beaver Valley Rd
o
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and nol in a .uppl.m'"I Ih.,.of for 0 p.riod of
one
_ __._ __con..cuti.... we. Ill. b.ginning on ,h.
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--1.9.th...__day af.___._Apri~. 1989
and .nding on Ih.J._~_ta.y of ....Apr.i.l___", .,
loJ!1__. and ,"ot laid n,wlpafMt wat '.oularl)' dltlribut.d
fa it. tub,crlb,,. during 011 of Ihi, period. Thollh. full amoun'
of $_4..9...5 O_has be'n paid In full, al'h 01' of $5.50
p" column Inch for ~"tlon. I }
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JEFFERSON COUNTY L , . J
1990 ROAD. CONSTRU~ION PROGRAM . I ;
EKYlRONMENTAl.,ASSESSMEN1, ., ..... . , .
The Jeffenon Coynty O"partment of PubllcWorks'ls'sYbnllltfria.lts AnnYal~
ConslrYCtion Program for the year 1990 fQrr".view,,~rsuant tOlthe Stat'"
Envirnnmerilal Policy Act Guldolines pubUoheci"ds'~pte; ~~lt.ll.af thoi
~a.hlngtan Administrative Cado and ado",fed by 9r.,al~,a~ce,J\j~1!'6er 7.84'
In accordance with W,A.C, 197,11-904 by the !loard of,J,~,r's_an County
Commlsslane..; and as W,A,C,_ 197-11.926' .pe~i~l:91.15':r,~.qulr,e. that the
lead agen~y for any proposa.I, jnitialed bY,as governlll!';;tal ~1~sha!1 be Ihe
agency making the proposal, -.... ..,.;,.q ",,"' . '/
Then, pursuant to W,A,C, 197 r II, Jefferson County ofiiCtil!et.ihCil: ' 'j
The fOllowln.9 prolects assodal.ed with the'Annual con.struef. lein pr.ogram;
'1990, are ,categorically exempt by the ,W,A,C, noted, ancl-a ,threshold
dolormination is not requirod: i , ,"..' i
...TITLE I W A C!!~': ... :!
lIem N~~ 4: Tri.AreaTransportatlon Plan <1':;i97-~ 1;BOO(18j i
110m No, 8: Safety Projocts ~ '.... l'''1'97-11-800(3J:
'110m No, 11:AsphaltComontOverlays . I. ..-.' ,,;;197-11-800(31'
Tho .actlvltiesof the following prolocts allociatod,wlih,,:'tWo'Annual Con'i
struclion' P;ogram, 1990, aro categorically exompt ot, thi., time undet \
W,A,C, 197.1':800(18), an~ a threshold dolermiill,ilon Is riO"l!qulrod, \
However, In accordance WIth W,A,C, 197-11-055 and 191.11-070j I
threshold dolerminations may be requirod for, some, or ,~II, ,?f,lhe prolecl'
listed: ,I," " ,
TITLE ACTIVITY .. ' , ' . I
110m No, I: 8eaver Valloy So, Preliminary Engino.rin~ I
lIem No, 3: Beaver Valloy No, P.rellmlnary Engineorin!!1
Item No, 5: Four Cornors Rd, Int, Preliminary Englneerinll\'
Item No.6: Alrporl Cul.Off Rd, Preliminary ElIgrn:.erinll
lIem No, 9: SRl20.Alrport Cut,Off Int, ' Preliminary Englneirlnll
The fallowing prolocts associated wllh the Annual Conslructlon Program'
1990, require envinronmentol checklisls and Ihreshold delermlnations I lead
agency stutuoln accordance with SEPA guideUnos, The envlronmentciJ
checklists and delorminations of non.slgnlflcance (lead agency status faf
each pralect are endosod for your rovlew. !
TITLE ' I
Item No, 2, Oak Boy Road, Swansonvllle Rd, to Paradise Rd. i
I Additionally, Items Number 7, 10, 12, and 13 are prolectslhat have been
carrlod ovor from previous Annual Construction Pragrami and the S,E.P,A;
Guldollneo haY' beon met for oach proloct,
Each r.ra1ecthas been Individually revlewod by Ihe Oepartmenl of Public
Works or 1I0environmontaloionlflcance, as II relalesla tho S,E.P,A. and ill
9Yldollnoo 00 pUblished in W.A,C, 197-11, ' . .
Robort G. Nelltlfl, P,E. '
Caunlyl!n9lneor '
Geor:_ C. .Brown Chairman
!I.oar IIf Jofferso~ Counly Commlllloners
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Affidavi-i f Publication
5TA TE Of WASHINGTON)
COUNTY OF JEFFERSON)
fRANK w. GAR RED. being sworn, says he is Ih& publisher 01
the Pt.r' T o,,":,nsendIJefferson County Leader. 0 wee.dy
newspaper whIch has been '''Iobl,shed, published in the EngliSh
!anguoge ond circulated conli.nuovsly as 0 weekly newspo~er
In the town of Port T own~end. In SOld Counly cnd Slo.e, and lor
ge,norol CirculatIon in sO,ld (Qunlt f~r more rhon sil\ (6) monlh,
prior 10 the dale of the lit" publica/Ion of the NOlice nf.'felo a'.
loched. and ,hol Ihe soid Pori Town,end/Jelf"non County
leader wo, on the 271h day 01 June 19.41. appro \led as a legal
newspaper by Ihe Superior Courl 01 \oid JeHenon Counly and
Ihat annelled is true copy ollhe .
Jefferson County
1990 Road Construction Pro-
gram Environmental Assessment
o
a, it appeared in Ihe regular and entire issue 01 said paper il\,,1f
and not In a ,upplementlhereollat 0 period 01
one
consecu.i'lo weeks, beginning on lhe
27th
da, apecember , 1989
and ending on the
27th
day 01
December
1Q89 ,and Ihal ,aid new,papfH ~os ,egularly di'lributed
10 .,\ subHrlbftn during 011 01 ,his penod, Thollh. full amounl
77.00
015 hal b... po;d;. loll, allh. ,a'fll 55.50
p.. <olo~' ...h 'O!J1::tc ~). ~~
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SUIHUlhflld ond ''''''f,ln It) hftl"l('I
.h..27 thda, 01
DC':~lI\bcr 19 89
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~L .....ltt-t.[ .-:., ~Lt,u,<,1
b Notary Publ c i~ on 'or th. Sin'. of
W.uhingtnn, reSidIng o. Hodlock
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HAND PLACED RIP RAP
Description
Hand placed rip rap shall be placed around luminaire #3 at station 342+45 (LT) as indicated
on plan sheet 13,
Materials
Materials shall be as designated in Section 9-13,2 of the Standard Specifications.
Measurement and Payment
No measurement shall be made for hand placed rip rap, The cost to provide and place hand
placed rip rap shall be incidental to the lump sum for illumination system.
CORRUGATED POLYEmYLENE DRAIN PIPE, 12 IN. DIAM.
Corrugated Polyethylene Drain Pipe shall meet the requirements of Division 7 and Section 9-
05,1(7) of the Standard Specifications, Construction requirements, measurement and payment
shall be as indicated for "Drain Pipe... In, Diameter."
RELOCATE MAIL BOXES AND SUPPORTS
Description
Where designated in the Plans or directed by the Engineer, the Contractor shall relocate existing
mail boxes in accordance with Section 8-18,
Construction Requirements
All mail boxes shall be fitted with new supports per the Standard Specifications, Section 8-18
"Mail Box Support" and installed per Standard Plan H-12, The Contractor shall furnish and
install new 4"X4" wood posts, mounting bracket and anti-twist plate assemblies for I-S mailbox
installation.
Measurement
Measurement shall be per each mail box,
Payment
The unit contract price per each for "Relocate Mail Box" shall be full pay for furnishing all
labor, materials, tools, and equipment necessary to construct the support and reinstall the mail
boxes.
.
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Parametrix, Inc.
Consultants in Engineermg and Environmental Sen'ices
5700 Krtsap Way, Suite 202 Bremerton, WA 98312
206-377-0014' 206,383-1 835' Fax: 206-479-5961
fJ
February 26, 1991
PMX #13-1820-01
/
Jefferson County
Department of Public Works
P.O, Box 1220
Port Townsend, Washington 98368
"
Attention:
Mr, Aubrey Palmer
Subject:
AutoCAD Files
Dear Aubrey:
Enclosed are the disks with the AutoCAD files for Beaver Valley Road and Oak Bay Road
projects. As we discussed, these files should be used with a great deal of caution. The
AutoCAD plots were utilized as a base drawing and supplemental with hand drafting, Any
plots from these files should be closely checked with the Contract or Right of Way plans.
I would recommend to WBLOCK out any information you may find useful in the future and
delete the old files. If these disks are used at a later date by someone unaware of their
limitations, they could run into problems,
If you have any questions or need more information, please call.
Sincerely,
PARAMETRIX, INC,
O~ *C:J~
\ \
,'/'l^p....'
t....-'-'" (f',J.A I- J
r,~ O~ I Ve.~115
I' eft-tJ 5'7?
.... .
Diane K, Lenius
DKUbcf
le/APJ
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Jefferson County
13-1820-01
PRELIMINARY DESIGN - BEAVER VALLEY ROAD
Design Criteria
38' Roadway Section
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Max. Slopes
Cut Section 4:1 F.S, 1.5:1 B,S,
Fill Section 2: 1
Improvements
Left turn lane @ Larson Lake
Clearing to improve sight distance North from Larson Lake
Right turn radius to Larson Lake
Guardrail
Drainage
Wetlands
S-Curve
Alternatives:
. Pave to improve super elev. and increase signing,
. Separate curves for a more gradual transition will require
extensive roadwork,
. Improve sight distance by widening,
Right of Way
Title reports, legal descriptions y
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CR0611, BEAVER VALLEY RD, N'LY, M.P. 6,31-7.03
Supplemental Design Report
To be Used with the Design Report prepared by
Parametrix, Inc,
Projeot Description and History:
This project is the northerly portion of that portion of the
Beaver Valley Rd.' that lays between the Larson Lake Rd.
Intersection and the northerly terminus of the Oak Bay Rd. to
SR/104 project, The project was originally the entire length
between the two limits described above, but was split to maximize
the potential for Rural Arterial Program funds, with this project
not being funded and the southerly portion receiving funding.
Additionally, both projects were subsequently oombined and
submitted for consideration for a Public Works Trust Fund loan
and was selected by the Public Works Trust Fund Board for funding
which is now pending legislative approval, This project has been
re-submitted for Rural Arterial Program funding in the 1991/93
biennium. The project goals are to improve this section of the
road by improving ride quality, enhance safety, and reduce
maintenance,
Current Project:
The project
studies at the
identification of
entire length,
today has been expanded to include traffic
Larson Lake Rd, Intersection and the
hazards within the Clear Zone through out its
Findings:
The traffic data and the current traffic growth rate (11%)
indicate that left turn ohannelization with illumination at the
Larson Lake Rd, Intersection will be warranted in 5,2 years. Also
indicated is the need to mitigate obstructions and features
within the clear zone inventory where praotical.
Not indicated in the Design Report, but indicated by ride
quality, maintenanoe reoords, visual inspeotion, and non-
destruotive deflection testing, is the need to resurfaoe and
rehabilitate this section of road with minor horizontal re-
alignment. Also is the need to widen the road to matoh the
section to the south in order to maintain continuity along the
roadway,
: \
Supplemental Design Report, CR0811
Page 1 of 3
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Conclusions and Recommendations:
I
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The following improvements should be accomplished by the
project:
1) Overlay and widen to 3B feet (two 11 foot lanes
with two B foot shoulders ) to match roadway section to the
south, include horizontal realignment for 50 MPH design
speed, and address drainage concerns, This work will
accomplish improving the structural integrity and reduce
maintenance requirements, and provide safety enhancement
with' the addition of paved shoulders, improved driving
surface, improved horizontal alignment and reduce the
hazards associated with inadequate drainage.
2) Construct left turn channelization and illumination
for NB Beaver Valley to WB Larson Lake Rd. and provide
proper right turn radii and tapers for SB Beaver Valley to
WB Larson Lake, These improvements will provide for
increased safety at the intersection and reduce delays, The
left turn channelization is not warranted at this time,
however, the design year for this project is 2001, and the
channelization is estimated to be warranted by 1995,
3) Place guardrail on embankments where required and
remove roadside hazards (including utility relocation)
within the clear zone. Utilize "flat" as possible fill and
fore slopes where right of way is adequate or would be
acquired in any case, This will provide further safety
enhancement,
/
The standards to be used to design the improvements are to
be in acoordance with the Local Agency Guidelines (LAG) for 3R
projects, with guidance from the TRB Special Report 214. and the
W. S, D, O. T, Design Manual. Additionally, during the design process
consideration should be given to minimizing right of way takes if
alternative design features can be utilized at reasonable oosts.
Costs and Funding:
The current estimated construction cost for this projeot is
$ 30B,600 (exolusive of preliminary engineering and right of way
oosts), whioh is based on the 1990 R,A,P. funding submittal for
the 1991/92 biennium. This amount will be adjusted as the design
is developed based on the above oriteria, Also to maximize
funding the projeot limits may be adjusted between the projeot to
the south ( CR0579 ),
Funding for this projeot is Jefferson County Road funds, and
a Department of Community Development Publio Works Trust Fund
loan.
Supplemental Design Report. CROBll
Pale 2 of 3
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~ ~ Date z.e.7~9o
~~ceLaurie, Project Coordinator
Approved:
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Director of Public Works
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ELEM, DESCRIPTION JAN FEll MAR APA MAY JUN JUL AlJO SEP OCT HOlJ DEC
.111 Preliminary Engln..rlng V/P////'I"I'
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SllIlllTll RATES BASED ON MDT
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IRATE/Yll. FOR PERIOD I I I I 7.lIZ1
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ITmL AWRIIst 8RIIlITH RATE rOll PlIDIECT 1IlEIIlfITED IV TllAFFIC YOI.IIIlEI
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(206) 385.9160
Gary A, Flowe, P,E.. DIrector
Rob.rla, Nesbitt, p, E" County EngIneer
'l'ELECOPI:ER. COVER LETTER
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DATE:
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C't.lFhIV in wh&ch propet1v 1,loc,led.
.
O(r.EAL ESTATE EXCISE TAX
CHAPTER"B2.46 ROW
CHAPTER 468.81 WAC
THIS AFFIDAYIT WIU NOT BE ACCEPTED UNLESS ITEUS <D THROUGH
0'\ TNe form I' 'tour ,.celpl when al.m~
'-.J bv ca~"". Pay bV c..1I or certltied
, f chick 10 County Tr..,urlr,
o AIlE ~,!; (}1I~';~ I 0 00
PLEAllE TYPE OR PRINT"
o
~EGA~ DESCRIPTION OF PROPERTY SITUATED IN ~NINCORPORA TED 'I ~
0 T , ", .., 0
- '."" /' ';1r'11-'t--:. I ......
a:~ ...
~!i; 1 , , ' i r~:'\' AT1rl ~!i1
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lll~ ::IC
ilia:
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Str...
elt 8t.,. Zl ell
0
NEW OWNER'S Nomo
PERMANENT ADDRESS
FOR ALL PROPERTY Sl'", g\oUu"';' e..5 "rll...t.""",
TAX RELATED
CORRESPONDENCE Citv/Statl
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AL~ TAX PARCE~ NUMBERS
a211~<J:H;)
o OR IN CITY OF
t
Govornr..ent Lot 2 and that pClOtion of the Southeast C'juart"r o~ t-~r
>~()r t:l1\/lJS t. ''''i~a.rt'~r of SiIQ"" _n, 1 'iL.7.'".t.~!.'::al1i.t' lB :r~Of~PI, .ranSUlt~a'flJ.., . ~'.1.
i:l Jc;ff",r..o" County, \Iashington iyTnc(''i1cstcrIy-6rClliiiiacwn Port;. Ludlow
@ III this property currently:
Classified or deaignated aa foreat land?
Chspts, 84,33 RCW
YES
o
NO
g
~
g
g
~i:~~~~:~~~~~~~:':~i~~:~1~~::t~~';w.34 RCW 0
Exempt from property tax under nonprofit
organizations Chapter 84.36 RCW?
Receiving special valuation as historic
property under Chapter 84.26 RCW?
Typo P,opsrty: 0 Isnd only 0
o
land wllh new building.
o land with previously
X used building
SEE TAX OBLIGATIONS ON REVERSE SIDE
land with mobile home
o
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(1) NOTICE OF cO~liNUN'lCE"'(RCW5iic'::i3;;iRCW 84,304)
If the flew owner(15) of land that is claselfied or des'gnated as current use or
foreal land wlsh(.s) 10 continu. the cla8slficatlon or designation of Buch land.
Iho new owner(s) must sign below. If the n.w owner(s) do(es) not desire to
continue such classification or designation. all compen8allng or additional tax
calculated pursuant to RCW 84.33.120 and '''0 or RCW 841.34.108 shall be due
and payable by the seller or tranaleror at the time of ..le. To determine lithe
land Iransferred qualifies to continuo cl.sslficotion or de.ignatlon. Ihe county
a88eS80r must be consulled. All new owner. must sign.
Thlaland 0 doss 0 does nat qusllfy
for continuance.
o
DEPUTY ASSESSOR
DATE
(3) NOTICE OF COMP~IANCE (Chapt., 84,26 RCW)
U Ihe new owner(s) 0' property with epoclal ".luallon e. hl.torlc property
wlah(.) 10 contlnue this epecla' "aluatlon the new owner(a) mUll elgn below. It
the new owner(.) do(o.) not dallr. to conUnue .uch .peclal valuallon. aUaddl.
tlonal ~.x calculated purauant to Chapter 84.28 RCW. ahall be due Ind payabl.
by the aeUer or Iran.feror at the time of .al..
(3) OWNER(S) SIGNATURE
o
o
The fOllowing opllonal questlonl are r.quo.ted by RCW 82."5.120
I. property at the time 0' ..Ie:
.
., :~:~~:,~~:ldS'IY. dl..blllly. at phyalcsllmp,avsmsnt 10
b. ~::,~n~U~~I~~DIII~:n:V.~:~~. he.t pump or loll' 10
C. 00.. thl. conveYlnce divide. curtlnt p.ro.' of land? 10
d. ~:::r;IIO Include current crop or merchanllbl. 1 0
MAlA Alv lW 0030 J/II (1/11) '''11.
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.
YES
2fJ
2fI
20
X
d:J
~9R TREASURER'S
COu.nty no ad
~'.:
@ Description of per.onal property II included in aale (furniture. ap.
pliances. elc.)
If exempllon claimed. explain
vA (!./ 1./ r;l-Ipl-..~)';o
:3 aIlJ'iEIlIilt.sy
Type of Document
Date of Sale or Conveyance Instrument
GrOI. Sale Price 1/ S
Perlon.1 Property (deduct) 2/ $
T.JCabie Sale Price $
Exel.. T.)( State 31 S
-i '~ocsl4' S
Olellnquenl Penalty 5/ $
Total Tax Due $
(SEE 1,5 ON REVERSE SIDE)
'J~l~tt.'~c:t:i-~h~l;""!d I
8-15 .,' i!
45,000 '/
"
Cl
CD
AFFIDAVIT
I CERTIFY UNOER PENA~ TY OF PERJURY UNOER THE ~AWS OF
THE STATE OF WASHiNGTON THAT THE FOREGOING IS TRUE
AND CORRECT (0.., ~~ on rever.. f~r .penaltl..).
.:.-' ",>,/, -:--
SIGNATURE ,I( \. '.." J :;"~~'I-"" I ,1..,.",..._,/-'
, I
, ,
NAIIIE (p,'nU
~ 'r...... I
. ....,11"".../ ,
-1/1'1
DATE & P~ACE ~!- BlGNING:
(".:":' :
/:'/ //.:
/ ".-
.r../
SPECIFY (circle): grantor/gr.ntee/gr.ntor'. .g.nt/gr.nt.... agent
Addr... of r..idenee or pl.ce of bu.ln... of per.on .Ignlng ClpocUy):
/<:~(I I'~'I 1..1,'//1/11
/'/~'/ '(' J 11,4 ';/,'/ ':I/:d / .
,,.... , ,
Telephone Number'
NO
I, Doel conv.yaneelnvolve Ilrade. partIal
Inle,... corpora'. Ifflll..... raratad p.rtle..
trult, 'Icllvarahlp or.n ..','e?
1.lhe orlnl.. .ctlng .. . nomine. for . third
p.rty?
g, Prlnolp.1 ua.:
t 0 .g,'oullu,al
4 0 .pt (4+ unlla)
7 0 aomma,olal
VIS
to
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NO
2Q
20
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2 0 oondomlnlum
IS 0 Indu."I.1
8 0 moblls ham.
.
.
USE ON~Y "
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~unt)lln which prop.rty II IoGa.led.
-
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.
J1EAL ESTATE EXCISE TAX
CHAPTER 82.45 RCW
CHAPTER 458-8 I WAC
11115 AFFIDAVIT WlU. NOT III ACCEPTED UNLEBll 1Tb15 0 THROUGH 0 AlII! FUU.V COMl'U!TI!D
(~..
..
- ...'~
PLEA8E TYPE'-i)R PRINT
o
......
J. \1. KMIP I I
0 K. ih.lUGLAS \ilII'rCIlER
Na...
a::!i Ll.SIL liJiI'l'CHER
ii 652U uBAV;';R VALLEY IW.
Sir'"
-,
.:! CIt :L.Jul~T LUJlI.O\I 8lat. In. 98365
il
"/);"0 ~I J1 E '..
81r... 4)8313 t:-f.'DO'J1JO \JAY Ba
il ?T. 1 (; 'i
81 t.~
Z' '1: '.:"
0 II 1~ ^ 'H. TT ALL TAX PARCEL NUMBERS
NEW OWNER'S N....
PERMANENT ADDRESS
FOR ALL PROPERTY SI,... (,';'11) Im,\VI,'1/ VAJ.1 f' '( v.n f), ., .) (;'<'(1 /
TAX RELATED ,-) / ,\ ~ /
CORRESPONDENCE CHy/Stale '}J()f;"P IlTnrnu lJ t, Zip (IP")(."
o LEGAL DESCRIPTION OF PROPERTY 'SITUATED IN UNINCORPORATED COUNTY 0 OR IN CITY OF
A truct of land, square io shapa and four acre~ in extent, lyin: and
bein~ in the Northeust Corner of Governm"nt Lot 1, in Sectioil..,~;~~ow.n,-!
::;hill 2~ Li.o};::.1;.h~~,oi,e ~W.H., in Jcff",rson County, Washington;
BXCHPT County Road No. 12 right-of-wuy; ond EXCEPT tbe North 30 fact
thereof lyinG Wast of County Koad No. 12 con.,yed to Jefferson County
for couuty road by dee~ recorded January 2, 1963, and recorded under
':0-" " , ~, ,. ...:-." I~
o
Ie thie property currently:
Clasaified or designated .. 'oreatland?
Chaplor 84.33 ROW
Classified ail currenl uasland Cop.n .pace,
farm and agricultural. or timber)?
Ch.pl., S.,34 RCW
Exempt from property tax under Chapter
84.38 RCW? (nonprofit organization.)
o
o
S--
J5i(
YES
NO
o
13
o
o
Type Property:
l~nd only
o land with new building.
land with previously Uled building
SEE TAX OBLIGATIONS ON REVERSE SIDE
o
NOTICE OF CONTINUANCE
If the new owner(s) of land that I, claealfled or d..lgneted 8a current ule or
'or..t land wleheel) to continue the crae.Ule_tien or designation of such land,
the new ownor(s) mua. algn below. If the new ownor(a) doC.s) not desalr. 10
continuo luch cr.lIlfle.tlon or de.lgnatlon, all compena.ting or additional tax
calculated pureuant to RCW 84.33.120 and 140 or RCW 84.34.108 ehall be due
and payable by the aeller or tranef.ror at the tlmo of ole. To determine If the
land tran.ferred quamle. to conllnue claeelfleatlon or d..lgnatlon, the county
".ee..or muat be con_ult.d. All new owner. mu.t elgn.
,
Slgnatur.(I)
This land 0 doea
o do.. not qualify for contlnua~c..
Depuly
,......or
Oa.a
01
!
i
@) Th.lollowlng optlo".' qu..Uon. .,. ,.qu..'.d bV RCW 82,45, 120
,. propertv at th. tlm" or .al.:
vn
.i
!
,a. :~:~:.tl~~?'derIY. dl.ablllty. or phYllcallmprovam.nt 10
b. ~:I~n:U~:I~:OI~~:n:y.~:~~' heat pump or .ol.r 1 0
c, Do.. thl. conv.y.nc. divide. curront parc.1 or Ilnd? ,,0
d, ~:::r;.I. Include curr.nt crop or m.rohanlabl. 10
FOR TREAIIURER'II
,onu REV ... ??oo C811,. .411.
(!) D..cripUon of peraona' property If included In 8al. (furnilur., ap.
pll.ncoa, etc.)
If e.emptlon claimed. explain
,Jf.(l..:'-J.
Type 01 Document 1// 1,"'.1 '. :7'(:
O.le ot S.le ce<: ' lA- I Ii 8"'i /
Gro.. Sale Price 1/ $ II If:' r: c;Q ~
,
Perianal Property (deduct) 2/ $
Tlxable Sale Price $
ExclaaTa. State31 '.0, S
Local 4/ . ~ S
Oellnquent Penalty 6/ S
Tol.1 T.. Due S /#..::) -'-,0 c.>
(SEE 1,5 ON REVERSE SIDE)
III'} / r:V?
I,. _:,",1 ..'~ 17 .Ut:)
( Ar;;. _ . j w~_
7-' ..~, ,r'~
o
AFFIDAVIT
I, the undersigned, being flra' owor", on oath atate that the foregoing in.
'ormftlllon to the boa' of my knowledge II . true and correct atalement
of the fact. pertaining to the tranafer a. the ebove dOlcrlbed roal
..I.te, Any per.on willfully giving f.I.. In'ormatlon In Ihl. .ltldevit shan
ba subject to the PERJURY LAWS of the Stato 0' We.hlngton.
SEE BION REVERSE FOR PENALTIES,
(
Slgnalur
In .nd fo' Ihe 81.1~ 01
,e.ldlng.1 c../ (.ec> (
~': ". .;~rp~::")
l"~'i'~"\-"I.l,~
.' ~'I~."- \- ""!..':
.~ - - -'~ ,. ......, , ~!.~ry_!'u~IIC
/ .~' : ~:..~ ~- !~,
t. l' ,'t.' ,
L(.
NO
20
20
20
20
ao Do.e conv.y.no.lnvolv. a trada, partial
Int.r..t corpora.e aUIIIII... r.laled partlll.
Irult, racelv.rahlp ot an ..ta'o?
f, I. Ihe oranl.. ilciloO e. . nomine. 10' . Ihl,d
partv?
v..
10
to
NO
20
20
g, P'lnolpal u.a:
1 0 ao,loullu,.1
4 0 apl (4 + unll.)
1 0 DDmmAtol.1
UIII ,llHY i"
J!.x;t'~, ,I
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COUNTY A88E89~
.
.....
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.
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Ie
]~~1Ji'l
.
CP
Submtt to CCR.nt, TN.n,., 01 the
co~ty in which p,opertV' I.loe.lad.
Cf-'J.AL ESTATE EXCISE TAX
. CHAPTER 82.4& RCW
OiAPTER 451H11 WAC
THI. APFIDAVIT WlU NOT U AccePTED UNLESS 1ft... <D THROUGH
PLEABl! 'rlPt! OR PRINT
Thl, 'onn I. V'out ,acelpl when .I.mped
bV' CllUU1t. P.y bV' calh Of certllHld
chick to CountV' Tr...urar.
o AU .uu.y CClMPLl!T1!D
0 ,'l...lr i.,: lleitl.io;;h, 0 John 1::. I JOr'J ~n::;cn
H.... ......
~i .../1</.:. ,,\iJ:~/, 1,!i\l(I1:: 1\~Jl);:;HS().J :ll::I'1':3CI1 .. m()RCj 3'100
11:.13 C.z:nter R.i ij 1135
8lr..t Slr..1 C~ntcr ~W
Cltv l:Jli,H..lCU,:l Sial. \'1/\ ZI !ld325 ell" Chilnacum Btate ~"JI~ Z~ 9tlJ25
0 JOlln .r.:;. ~.lor~J enill~(l g;: ~A:;~;E~
NEW OWNER'S "'mo
PERMANENT ADDRESS J..LJ:> l,;ent.~r J{(j
FOR ALL PROPERTY 611'"
TAX RELATED .:,i . I': 1 , I ,
CORRESPONDENCE 0IV'/8Ia.. .. Zll>
o
LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED
--A-portion of Government Lot 1, Section
Range 1 East, aescibed as follows'
Beginning at the Southeast c~rner of a tract of land conveyed
to Carl D. Lopeman, et ux., by deed ~ated March 10 1967
recorded under Auditor's file No. 19l843; THENCE W~st alO~ndthe
f~uth lfine. thereof, 150 feet; thence South, parallel to th; East
J.ne 0 saJ.d Government Lot 1, a distance of 150 f t h .
@lath.pparalleltotheSouthlineoftheaforesaid tract ~:e~e~ ~nceLopEast,
l50 feet to the East line of said Gov Lo 1 0 eman,
said East line to the point of beginning.t ; thence North along
I~ to
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Exemp' tram property tax under Chapter
84.36 RCW? (nonprofit organlzatlonl)
o
d
o
o
Receiving Ipecla! valuation as hlstOllc
property under Chapter 449, Laws of 19851
Typtl Property: Q. land only 0 land with new building
o land with previously 0 land with mobile home
uled building
SEE TAX OBLIGATIONS ON REVERSE SIDE
o
(ll NOTICE OF CONTINUANCE (RPW &4,33 or RCW &4,34)
II the new owner(s) of land that Is cl.aallied or designated 81 current U80 or
forollland wllh(ea) to conllnue the cla..lflcatlon or dOllgnatlon at such land,
the new owner(a) mual sign below. If tho new owner(a) do(ea) nol desire 10
continuo luch claa.lfleallon or dealgnatioR. all compenaaUng or additional tax
caleulaled pur.uant to RCW 8<4.33.120 and 1..0 or RCW 84.3".108 shall be due
and payable by the aeller or tranl'oror at Iho time of a.le. To determine" the
land Irenatorrad quallfiea to conllnue cla..ltlcallon or designation. the county
....1I.0r mu.t be con lulled, All new owner. muat algn.
Thllland 0 doe. 0 r::O~~I~~~~~~ ---oEPUT\'A88E&8OR
DATE
(2) NOTICE OF COMPLIANCE (Chapl.r 440, llwa 0' 1986)
If the new owner(a) or prop.rty wllh .poclal valuation aa hlatorlc property
wlah(a.) to conllnue thl. .peclal valuatlon the new ownor(s) mUll algn below, If
the naw owner(l) doCel) not dealre to continue luch Ipeclel valuation. .U addl.
1I0nll tax calculated pUrlu_nt to Chaptet ....9. LawI of 1985. Ihall be due and
payabl. by Ihe aeller or Iranlr.ror al t~. tlmo of aalo,
(3) OWNER(S) 81GNA TURE
Tha 'allowing oplionll qUlllionl e'" rlqua.lad bV RCW 82,46,120
I. prop.rty at the tlm. of ..le:
a. Subject to .lderly, dl..bllltV, or phYllclllmpro".mlnt
..IC.mptlon?
.
b. DOl. buildinG, If any. hlv' . ha.' pump or loll'
hilling or ooollng Iv.'am?
c, Doal thl. convaVlno. divide I currant peroll 0' IA.d?
d. 00.. '1" Includ. curr.nl crop or mlrchantable
limbl'?
10
10
10
.0
2[]:
20
aG
ad
FOR TREASURER'S
rOOM REY '4 D050 ("'v, 10'18' ..1..
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COUNTY ASSe~80R ..:........ J
';;':'1.ij:'~~i'~~~:~~,j~";';:~I~~S0~~:~~f;~~~l~F'\;,~tt':~J"
'i' 'coLHrv 0 OR IN CITY OF
18, Townshtp 28 North,
.. i~;;'ti'ie r-"t,-C;' -son
L-.
quit claim deed
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Type of Document
Dale of Sale or Conveyance
Grole Sale Price 11 $
Pereanal Property (deduct) 2/ 'liUIIt::
Taxable Sale Prlca S
Exclae Tax State 31 $
Local'" $
Delinquent Perlalty 61 S uuut.:
Total Tax Due S
(SEE 1.6 ON REVERSE SIDE)
UVI,n::
CD
AFFIDAVIT
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE lAW8 OF THE
STATE OF WASllINGTON THAT THE FOREGOING 18 TRUE AND
CORRECT (... #6 on tever.. tor penalllel).
S1ClNATURE:
loIARIi~ HBL'l'3CH
.IAME (Prinll:
DATI. P\.ACE 01' 8IONlNG: U-12-Uu l?t '!'ownse:nd
8PECFY (circle): oranlor/",.nt../granla(a ..oeM/arana.... Iglnl
Add,... of reeldenee or place of bUllneal 0' pereon Ilgnlng (Ipecily):
res. ll33 Center r~
Chimacum WA !)u325
10 00" convey.neo InVOlve a trade, plrtlll
In,.rll.' eorpor.te afflll.t... rellled plrt~.,
trUll, rec.lv....hlp or tin ..'Ite?
II thl grlnt.. IcU.g II e noml...,.. I third
Plr1V?
g, P'I.ol....' UI.:
I E!I Igrloullurel
4 0 Ipl(4+ unll.)
7 0 oommarolll
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COUNTY ASSESSOR COPY
r.(.'. CHAPTER 28.45 RCW (t'.".
\ ' . PLEASE FILL OUT COMPLETELY \
1 % REAL ESTATE EXCISE TAX
/, ..;',/,~:C' ~'/
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MAKE REMITTANCE PAYABLE TO KITSAP. COUNTY TREASURER
.............:..:..:.l:.b.;~....l:.......Li;;.!;;,l~.:.;........i:..t.,....J........ti:~\:~...J.~:::.:.......I;:~;..r,...I..:.::;:.l.r:.~.:......:..~.~t::.hLi.,.;...r,!::...:...........J.....JL~.........................................."..............................".
Name of Seller and complete address
..................o.e.~r.,:r.~Llt.~.....~."~J.t.~.r.'].~...~.,..,,g.~.!=J;.!r,r.~....~J.;.~....~.p..~.....:;..~.7..~h.I....1.;!.~X:.;..,..,,~~~J.~.~t~!.r.:.!".~.~;..........~.f.:~~}.~..............................................................
Name of Purchoser and complete oddress, including zip code
Send Tax Statements to Purchaser at following address: ........."""..."".........".....,.."............,...,................,..,,,.,..........,,,..,,,,..'..,....".......""....,.........,,,,,,,,
Parcel No.,,,,.........,,,...,..,......,,,...
legal Description of Real Property Situated in ,,,........ll.:,:i,}.i;,:~,,,,...1,~.f:,!..!:.::,:,!,::..,,...... County:
ToI;2. ;',ort.;lc.i;.;t qL:.f.oT't,'.r of 't:,(~ :,crt.!ll;;~~t qUf.!:rtE-!', Llf f,i'ction 1[., lC'.1.-1:l"d: ;::-'.l,j.:.t"l:'..
:..;.u~:,C" 1 Eh.st, '''.U.. ~.':'Cf.PT Port L'H:='('I~ - Cbi~.I:CciJl't. CO~I.'t:). i~a;;d J
S:Il ur.t.. in Jc:.!!"1:t:o" Cc.unty. WA""j,n:;toll,
Description of Personal Property If Included In Sale:
Gross Salos Price {~b~~gn~~:d -.:a1:~~. pI",.} s...2,6..'O.Q.:i...f.tCl..................,......
Personal Property (Deduct), , s..,,,,,..,..,,,..,,,........,,..........,,,,....,,,,,..,
Taxable Sales Price, ,s,"~.f:"..Q,;!,\i,...Q,~!...."""..,,..,""""
Dote of Instrument - (On date of delivery of instrument if that
is closing date !r~,v~de~" i~ c,o~t~~~t; otherwise upon execution of
co n tract,) ..,,,.... "",...""""""",,,,,,,..,,,..,,,,,,,....,....,/...,..,,,,,...............,......,....."....,..,..,....,,,,,,....,,,..,,,,....,,,,,..,
Type of Instrument "....,"""lr/a.1:l:.aIl.t.~..,D<:.c.d".."...,....".."...."..,..,....,''''''',.......,.."..,..""..
If tox exemption is c1aimeu exploin fully the nature 01 the
t ro n s fe r ......,,,,,,,,,,"..,,,,..",,,,.......,,,,......",,..........,,, "..,.. ....""...."....".."".."............"......"......"",..".."........
If sale covers property ,traded In under Section 61..ChC\pter 149.
1967 Ex, Session. give date of prior sale ,..",,,...........,......,,,,,,..,,,,,,,,,,,,....,,..,....,,..,
Prior Affidavit No,,,..,,,,,,,,,,..,,....,,,,,,,,,,................,,........,,,,,
FOR STATE OEPARTMENT OF REVENUE USE ONLY
land 5"...."......"..""......"..",,,,,,, School District
Improvemonts 5.........""'''..,,...................., Year last Appr,
Total 5....".."..,..""...."""""""", Properly Closs.
Thll b.com," your r,c'lpl wh.n Itomp.d paid by Ih. counly Ir.alur.r, Pay.
m.nl mUll b. mad. by calh or c.rllfl.d ch.ck, Thll r.lurn Is lubl.ct 10 audit
ond v.rlflcallon by th. Sial. D.partm.nt of R.v.nu., ond an Incompl.,o of,
Ildavll will b. relurnod,
.'
.
I % Excise Tax S,""),~,f.:",fl,'::..,,..........,......,,'"
Penalty g:,:E~:~~i~/~~
PAID WITHIN 30 DAVS) S..."..............................................
Toto I , $..""'~:?:.:,:"~!,::"",,..,,,..,,..,,""'"
AFFIDAVIT
Tho undersigned being first sworn, on oath saY5 thol the
foregoing Information Is 0 truo and correct stalement
of the foctl pertaining to the Ironsfer of the above de.
scrlb.d !.ol .stale, "
..."""..\~',S:.l"\,X,:f.=....,\il~~:~;(::,"+\""""".....,,",,..,"",,.......",
Any p.rson wilfully giving lals. IMormatlon In Ihls
affidavit .hall b. subj,cI to th. Perjury Lows of the
Stale of Wa.hlngton,
.....- .' ..-. ,.,~, "
Subscribed and sworn to bofore me this
...".~:S.t.!.~"".."da y of ."'"....~,'.:..~..;i~;.."..::........"......"...".,,... 19:..:.;".....
;..:::~..I::,':'...:..~...,,,,....t;l...'.........,............;.....'...:,...,'.....;..:.....;"........,,_f1.:...............
Notary Public In and for the Sial. of Washington
'.lld Ing nl .....,',.t,l-.~X..t...;'.:,t:.t....,..,..:.:..........:. .~..................
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AUG-~7-90 MOH 20:12
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JEFFERSOH CO.
P.01
()
JEfFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jerferson Slreet
p.e, Box 1220
Port Townsend. WA 98368
(2015) 385-9160
08ry A, Row., P,ti" Dlre~tor
Rob,rt /J, NlIsbltt. P,E" Oounty "!'gln..,
'l'ELECOPXER COVER LET'l'ER
.....************.***********************.********..*************
,:
DATE:
~/ :2..8 /9.0
1~:I.st Aft.
TIME:
PLEASE DELIVER THE FOLLOWING PAGE(S) 'l'O:
NAME: C!JAd "R~!...J1..AA.iV
LOCATION: .s-"7DO e17<~ b.JAY;; '!5.,J-re :2.a:z...
CITY: g~J!!M.P"'..-L1i.W,J. ,AlA 91?...!112-
FAl< NUMBER: Iz.e.'-)- cnt:t -59&'1
TOTAL NUMBER OF PAGES (INCLUDING COVER LE'l"1'ER) I
<!.MU 1>. ~"I"J'1lMM) '%>~.,I M#4.4.. I'D) 19&'
RE: ~1'1"'A~. .i:fi~.E AI". J9/JrYa .A.L ,1"1" ,,!.?,/
FROM: ~1<t'"7 ~.~ '
PLEASE TELEPHONB (206) 385-91&0
:lP '1'RMISHISSIOK INCOMPLETB
FAX lIVKBBRz
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100'10 llecYC11lI Palltr
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.' TIlE CllM'TOl , KAl\IS ANllERSOII, an W1remarl:1ed vld_,
f...ad fa -.I""..... 01 Tan and 110/100 1lo1lau 1$10.001
III _ poJd, ....1)'1I.... "........ co CAllL a. LO.EM.....' anlS 'EVERLY 3. LOPEKAN,
hu.banlS Ind vlte,
~..= cb:r1bed IalIIICW. lltua,od Ia Iloe Cowl., 01 3. t te &"011 . !WI II
A ~Ict,ot llnlS, .quI&'. 13 .h.pe and tour (4) acre. in ext.nt,
1l(111t ad b.1ng 111 the No&'l:IltlUll corller at GoVernment Lot: 1,
Sectlon 11, Town.hip 28 ~orth. Range 1 E.st ot the W11~lmett.
1181:141111, EXCIIP'1'ING 1:111ht ot way tor Itate O:r CClImty lloa4.~
'1'OCE'1'HER WITH wate:r :rIght. pe:rtl1nlng co 11\4 to:r tho bonotit
ot .a14 Mo&,th.l.t 4 Icre..
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. _ ....... . be .. ..IMllIIII 4-W II lid .... ....... "" Ill.... MIl I....... ~ MIl
= ~he_..r'" -.. hel:' .... lid vol\lll"" .. MIl..... .....
OJ\'1tth.....1Q' ....ha4ol11c101ltl11lWo &Otll
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counly in wbIch prop.rty I. locat.d.
(T'REAL ESTATE EXCISE TAX (!.J' TN.'....'. .- ,....... ..... .,._
~, by caat\.lar. Pay by caall 01 cer1if6lKl
CHAPTER 82.45 RCW : . cheek to County Yr......,.
CHAPTER ....... WAC C 0 L V (J
THIS AFFIDAVIT WIU NOT BE ACCEPTl!D UNU!88 ITUlS 0 THROllQH CD """ FULLY ~ t?l rI 0
PLEASE TYPE OR PRINT
CD l':~U 1 11'. l~If.Ll;R 0 \iU)DfOI'l R. o:r..""alY]1
Name .....
",II: os
9~ ffil!!
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ul~ G833 Highway 20 #G1 sO!
"'<:I Cl 61333 liiqhwav 20 1}6l
Str..t 8t,..,
el'" Port ':.'ownsenc. Sial. l-JA Z" 9'l368 ClIo Port Townsend Sial. NA Z 913368
0 t~I<nv R. CDl':V(;rT ALL TAX PARCEL NUMllERS
NEW OWNER'S ......
PERMANENT ADDRESS 6308 Highway 20 li6l
FOR ALL PROPERTY 8t,..t OrJ/
TAX RFLATED Port Town~en(l . \-JA 98369 ??' d1. / /'??
CORRESPONDENCE Clty/8tat. Zip
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o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED ,1'ef'r~r5('4', COUNTY 0 OR IN CITY OF
That portion of the North Half of the Northeast Quarter of the
Sou t hw es t Qu art el' 0 f.J>..~~QI)-..l&"..,TOW nab.1.p.....2&;.Jt/:l&.th..Range-~1-,Eaa.t..,--'
W.M., lying Easterly of State lIiglHluy right of way as conveyed by
instrument recorded in Volume 1 of ro~d waivers, page 258, reoords
of said County; ~
SUBJECT TO: ;J Vt-- /J ~ .s,tJ L cOjk<-<-(r~
1. An easement conveyed to Puget Sound Power & Light Company by
instrument dated August 28, 1926, recorded in Voluml! 94, page 129,
records of said County;
€> 18 this prl
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2. Reservations as described in instrument recorded December 30,
1983, in Volume 184, page 11, Auditor's #267326, reoords of said
County,
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Typa Pre
Personal Property (doduct) 2/ ,
Taxable Sale Price S
ExclaeTax 6'.'831 S
. L~c.I'" S
Delinquent Penalty 51 S
Total Tax Due S
(SEE 1.5 ON REVERSE SIDE)
I).on
O.rm
'l.on
0.00
o 011
n.0I1
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L.J lana wlln prevluu.,)I' '--' ,.nu Willi UIU&.IUG uuu.G
used building
SEE TAX OBLIGATIONS ON REVERSE SIDE
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(1) NOTICE OF CONTINUANCE (RCW) 84,33 or RCW S4,34)
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AFFIDAVIT
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE L.AWS OF
THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE
AND CORRECT Caee #~ 9" r.v.,l. for panaU'..).
SIGNATURE . ,......';... , -, . ,.
NAME (print) THOMAn .T, t.f!\.JlUlII
DATE" PLACE OF SIGNING:l~/31/:)7 Pt. 1'C\~'ns':'nci
.
"
If the new owner(.) 01 land that I. clasBlfled Of designated .e currenl us. or
for.at land wlah(oa) to continue the clasalfication or de.lgnatlan of such land.
the new own.r(e) must algn below. If the new owner(.) do(e.) not dealre to
continue such Cl881111c8110n or dellgnatlon. all compensating or additional tax
calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shill be due
and payable by the sellor or Iransferor at the time at 8ale. To determine If the
land tranaferred qualifies to continue clasalllcatlon or deaignatlon. the county
811eaaor must be consulted. All n.w owner. mUlt Ilgn.
Thlaland 0 dODI 0 doe. not qualify
tor continuance. DEPUTV ASSESSOR
OATE
(3) NOTICE OF COMPLIANCE (Ch.pta, 84,26 RCW)
II the new ownor(a) of property with Ipocial valuation as hletorlc property
. wlsh(s) to continue this epeelal valuation tho new owner(a) mu.t lion below. If
the new ownor(lI) do(ee) not doalre to continue such apoclal valuation, all addl.
tlonal tax calculated purauant to Chapt.r 84.28 RCW. .haU be due and p.y~ble
by the soller or tranl'eror at the tlm. of aale.
(3) OWNER(S) SIGNATURE
@
The following optional queatlon. .r. r.que.ted by RCW 82.45.120
I. property allh. tlm. of ,a'.:
NO
20
20
20
20
SPECIFY (clrcl.): gr.nlor/granl../grantor'. .g.nt/or.nt.... agent
Addr... of r.aldonca or plac. of bualno.a of person .Ianlng (lpecUy):
P. o. l~ox 191
Port 'j'ownsend. WA 9BlbO
Talaphon.Numb.r' (:ilOG) 3flS ,4399
.. Doe. conv.yanc. 'nvolll. a trad.. partial
Inter..t corpora.e affllla.... related p.rtl.l.
trult. feo.iller.hlp Olin ..tlt.?
II Ih. Grlnl.. latina aa . nomine. for a third
p.rty?
g, Prlnclp.1 u..:
, 0 .g,lcultur.'
4 0 .pl(4 + unltl)
7 0 comm.rcl.'
VII
.0
,0
NO
20
20
VES
.. :~:~::,~~;ld.rlY. dl,abllllv. or phy.'callmprovemenl 10
b. ~::tin:U~~I~~OI~~:n:Va~:~~. h'll pump or 101.' 1 0
c. Do.. thll convey.nce dlvidl I currlnl parcel 01 land? 10
d. ~~::r;lla Include currenl crop or merchant.bll 10
2 0 condominium
II 0 Indultrlll
. 0 moblt. homo
/...~.. t.?
FOR TREASURER'II USE ONL V
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PloEM12 1"I'PE 'OR PRINT
o REAL ESTATE EXCISE TAX i:...J
CHAPTER 82.46 RCW
. . . W CHAPTER...... WAC
nul 'OIm Le wOW" ,.caipl wMn ...1MCMId
b)' C811hter. Pa" bv' J:..h ~
check loCounl)' T'........
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~unt)' In wNch properly I. IocI.led.
. r ._~
TItle AFfIDAVIT WILL NOT lie ACCEPTED ~ I1DI8 G> THROUGH 0 AlII! 'UUY COMI'LETI!D
G> fii~iEU ~Il'ES AND @ SJ\NDi\ W. 1:.VE:Rt::l'!'E N-JD 09Q)
...... ......
~~ w ~
UN <Lf::NE ::iNIPES II: I!! D. EVEN::'i'l'E
::liE ~~
we
1/)11: ~G4(j 20th Avcoue 3882
" SI,..t N.E. CI S",,", I...:>r.;Oll WI:<3 lio.....u
ClI Scc.LlLlc 81.1. ~IA 21ft 981.05 CJtv Po~;: Lud1aw Stale 'IIA 7;'" 983G5
@ ALL TAlC PARCEL NUloIf)ERS
NEW OWNER'S Namo
PEAIolANEHT AODRESS 5l\;18 J"IS 821-1U2-002
FOR ALL PROPERTY SIt..1 BUYER-Cf<J\Nl'J:E .-
TAX REl..ATED
CORRESPONDENCE City I Sial. Zl9
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o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED J",.Eferl;on COUNTY D OR IN CITY OF
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/fJ.,-2r3-IP
(!) la this property currently:
Classified or designated a. fore.t land?
Chapter 84.33 RCW
~~~::~:~g.:.~:tu~=~~::t:e84.34 RCW 0
YES
NO
e
III
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D
Exempt from property tax under nonprofit
organizatlons Chapter 84.38 RCW?
D
D
Receiving special valuation a. hl.toric
property under Ch.ptor 84,26 RCW?
Typo P'oporty: 0 land only D I.nd with now building,
lEI land with prevloualy 0 land with mobile home
u..d building
SEE TAX OBLIGATIONS ON REVERSE SlOE
@
(I) NOTICE OF CONTINUANCE (RCW) /M,33 or FlCW 84,34)
If the MW owne,(.) o' land that I. cla..lnad or de.lguted a. current use or 'or..t
land wieh(..) to continue the clI,-'ficetlon or dtlllgnatlon of IUch land. lhe new
owner(l) mUlt Ilgn below. II the naw own.r(a) do(..) not deair. to continue ouch
claallflclUon or do.lgnlllon, all camp.R..Ung or addltlonol ta. CAlculated purlulnt
to RCW 8ot.33.'?O and 140 or RCW B4.:M.'08 anall be due and p.yable by Che ..Uar
or Ir.naleror at the t!me 01 ..1.. The county .....aof' mu.' delennlne If the land
tran,..".d qualltlea '0 contkwe cla..lfleatlon or deaignaUon .nd mu.t 110 indicate
below. Signatural do not nee....rll)' me.n 1M land will remain In cl..aJllcation or
d..ignltlon. It It no longor quallfiel, it will be ramoved and the compenutlng t....
will be applied. All new owner. mUI' Dlgn.
Thl.l.nd 0 doe. 0 do.. n.t qu.llfy
for continuance.
DEl'UTV ,.......,..
DATE
(3) NOTICE OF COMPLIANCE (Chaplet /M.2ll RCW)
II the new own.r(a) of property wllh .peei.. v.lua.tlon .. hlatorle property
wlah(.) to continue thl, apeela' v.luatlon tho new owner(.) muet .ign below. If
th_ new own.r<.) do(..) not Malr. to continue euch .peele' valuation. .lIaddl.
1I0nal t.x calculated pur.u.nt to Chapt., 84.28 RCW. wll be due and p.yabl.
by tho .eller or tranlfetor at thl time of ..I..
(3) OWNER(S) SIGNATURE
'/
@ Th. IDIIDWlng Dpllon.' quolllonl .ro rcqu"lad by RCW 82,.5,120
10 proporty otlhD limo 01 ..10:
Yl!8
., :~:g:I~~;ldor1Y, dl..blllly, or phvIIDDllnq>rov.manl 10
b, ~":I~n:a~~I~~o.ll~:n:V.~:'~ a ....1 p,'r::p or ool.r t 0
0, OO.lthll Donvoy.nce divide. 0...0111 parcel 01 Iond? 10
d, g:,:,;.lo InDludo Du"o.1 Drop or _ah.nl.b.. I 0
(!) Description of personal property if included in ..Ie (furniture. ep.
pllanceo, ole,) r \ I A
If exemption claimed. explain j \ t : ,/
Type 01 Document Statutory Wo:lr.c<mtY' Deed
Date of Sa. or Conveyancelnltrument II. :! . ..; .,.
0<... Scle Price II . J 78 000.00
Peroonol Property (dadact) 21 . N'1nr>
T.ll8l>1e Sole Price . 171l 000 no
Exel..Tex Stateal .:" :lR', '?O
Local., . 44<; 00
Delinquent Pen.lty 61 . !',;..,rl"
TDI.I T.. Duo . 2.lJ9U.20
(SEE l-B ON REVERSE SIDE)
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THE STA1'E OF WASHINGTON THAT THE FOREGOING IS
AND CORRECT (~~!..!!~ on reve,.. 'or penaltlel).
.-/.. ".;.
SIGNATURE ' "-
D . )"
NAME (prlnlf"': I I ( II f- ,..- < II
DATE & PLACE OF SIGNING/III J,; (
,
It." S
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SPECIFY (ClrCI~or.ntor/gr.ntH/grlnlor" Agent/gr.nt.... agenl
,-----
Addr... 01 re._ or ploce 01 bual.... ., pM." alg.lng (.paclfy):
':;'I/~O ,it II'
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NO
20
20
2eJ
20
.. 000. oonveVlnc.involv. I trad.. partlal
Int....., corporate .nlllatH. rallied partle..
trul', r.cMMverlhlp Dr an ...a..?
I, I. IhoCIIanl.. .DIIog.1 a nom"" I.. alhl,d
parl(l ,
g, Prlnolpal a&D:
I 0 .griDullur.'
.0....(4+ Ullltl)
7 0..-01&1
VIS
lD
10
NO
20
20
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2 0 .-Inlum
. 0 Induolrlll
.O_h_
.
.
FOR TREASURER'S USE ONLV
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.statutory WalTanty Deed
THE GRANToR S
BEEOiER SNIPES and DMLENE SNIPES, husband and wife:
for aDd in cazWderation of
TEN IlOLLAAS and other valuable consideration:
in hand paid, ......veya and warreDlI to SANDA WHI'IMAN EVERETTE and BRIAN D. EVERETTE. a mar:i.tal
camuni.ty
the foUowiq deocribed I'Illl1 _to. .m.ated in the County of Jefferson . Slale ofWuhlnston:
'!he South 764.52 feet of Gove...-nn-ent IDt 1, Section :LB, Township 28 fobrth, Range 1 East, W.M..
in Jefferson County, Washington:
EXCEPr that POrtion, if any, ~y:i.ng within the follow:i.ng des=ibed tract:
Beginning at the Southeast corner of a tract conveyed to Carl D. Lopeman, etux, by deed
dated March 10, 1967, and recorded under Auditor's File fob. 1.9l.843;
'lhence West, along the South line thereof, 250 feet;
'lhence South parallel to the East 1.:ine of said Lot 1., a distance of 1.50 feet;
'lhence East, parallel to the south 1.:ine of said Lopeman Tract, 150 feet to said East 1.:ine
of said Lot 1;
'lhence North, along said East line to the Point of Beginning.
All situate in the County of Jefferson, State of Washington.
'ltlGE'lHER WI'IH an easenent for ingress, egress and utilities, being 30 feet wide and
passing over the existing road, as conveyed in that certain agreenent for partition beb.oeen
co-tenants, and in that deed recorded March ~4, 1.981 under Auditor's File No. 274996,
offici.a1 records of Jefferson County, Washington, and as revised under J\greenent recorded
May 9, 1986 under Auditor's File fob. 314439.,
Situate in the County of Jefferson, State of Washington.
(1. ) SUB~ '10: Reservation contained in Deed fran the State of Washington recorded
in Volute 81 of Deeds at page 412, regarding mineral rights.
D.lecI......,~!,~,Nc.'!Y.~f$.,~,.......~..,.. ...19.l!8 ~~~~JECT ~f ~~~ed~Y ~=:n~
~,........~.......... "..' ...." .recorded under Recording No. 2901.32.
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I cenlry Ih.1 I know Dr hne ..Usf.clory evidence Ih.1
,............. .....'..'..'....'...........'....;;.AiU'o;';;a.so;;j..'........'..'..,.... ............,.........,..
llpled Ihls Instrumenl, on oath IIalcd rJWIl (he/she) w., .uthorlud 10 execule
llie InslIumenl .nd .dcnowlcdJcd II ., the
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or.......,..,....,........................,......, ............,...... ................. ,....,................10 be
(NAIIlI OfIPAJtTY ON ...."tp or WHOM .NStIlu....Nr WAS UIClInOI
Ihe r_ .nd volW1Ulry .CI of SIICh JIlIny for the ..... .nd PUI'JlGlCl mentioned
In the IIlSllU-..I,
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.3EFFERSQt...
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JEFfERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend. WA 98368
(206) 385.9160
G.ry A, Row., P,E" Dlr.ctor
Robart G, N.sbltt, P,E,. County ling/no"
'1'ELECOPIER COVER LETTER
***....************************************.*****************....
DATE:
~./:/? ,/9.0
3:'"11 P,M..
TIME:
PLEASE
NAME: :
DELIVER THE FOLLOWING PAGE(S) TO:
(? / .A x::.K 'Kot..c.J..l..A..J1)
IS "7 t!)f) "t1 "-5 A/, &.0 A Y;
<;:]7i?F:M.E,e-a IJ , WA.
(2. <<; ).. 'Y 7 '} ~ ..5""9~ /
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LOCATION:
$tJ,~ ~2-
923/2-
CITY:
FAX NUMBER I
TOTAL
RE:
NUMBER OF PAGES (INCLUDING COVER L~TTER):
'ZS~.eAflrG 'KcAJ) DEE'GJ)
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FROM:
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PLEASE ~ELBPHONB (20a) 385-9160
IF T.RANSMlSSJOH INCOHPLBTB
FAX mJIIBER:
385-9l915
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four feet; Tbenc.e ~.81o "&0 t.UII p.&.u.~o '-111. uo~"u".u6~
"l:b1.a c1.oGd 1. g.1"en also *n the COQU~deraU.on t.hat tho above strip ot hnd shaH be kept. open aa a puo.
lie road, and any v101at10n Of' thU COIIll1t!OJl e!lall nullity I'D every zoespecr tblll deed, and the orl~ '",'
grantors to A. W. Oli Lund, Vi.; 30hn D. P~~~1fs and Clara ~. P.bi~lip.. shall ~ve the right to eater and
I'flTHKSSKS:
take peaeeae10n ot the above ueecr1bed land tho same .8 it tbio deed were never issued,
ty 01 the eecond PIlrt herebl agree. to thio condition, as be1ne the prwe consideration or thlal 1n.tl'lllleltt.
' .
Situate In the County or Jefterson. State of ~a8~gtoa.
Dated tM.' 21 day of Auguet. 1925.
'..
Gu.t Lund
Hl1l118. Lund
CSeal) ,
.
S'l'A'l'B or lfASH:tN01'OH)
; ...
COUN'l'Y .OF ZEV1o'3R80N)
.1:. ". H. IIotley. a Uotary Public, do hereby cert:l.ty that on th1a 21 c!.l1y ot August. 1.925, pereollllUY"
appeared before llIIe OUS'1' UJHJ) AlIl) Il%J.IM lAIN>>, huoband and wile or port Ludlow. VIlLuhlngtl!!'. t.o me .know ,
to be t.he 1nd1.,iduall delor1bed 11S, ud who executed the within instrument, llnd acknowledged that ,thel
al~lled und .e..led tho 8111110 110 their tree lllld Y01ubtary act alld deed tor the ullles lUId jlurpOllle. ,therein lIIen.,' '
. ...
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diven und... ID,Y Jland ond OU!oul .eal th:l.a 21 day ot AUauDt, A. :D. 192,.
( Si.:..L'
~o~il.ion Ixp!r..
Due:. 1, 1926
'N. II. !lotley
Notary I'ublic ill Ilnu !or thl Stat. of
w.olt1ngton, reeld1n~ at Port. Lud1uw,
,~
VUed for record Aut:uet 24, 192;, at 8 A. ar., at re..lI41et ot W. H. Yotley_
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~JuJ coyelllUlt~here1A cOJltalned, and 0l4K I: NO/1OO DOUoAAS Convey and qIlU-cl.ll1m to I.l.\RTDr K.\RLSON ,A kobo u,
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.lor all interest :La tho tollow:LDs; lle8crlbod !lcaJ. "state: Be&1Ming at t.ho M. rt~ Corner of t.he S.\1. qllU'to :(1',
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ter of t.hs N. )1;. qUlU'tor of the S. W. qlllU'ter 01 ooot1on e1&hteon l18) ln t.ownoUp .......ent.y-o.i.&Jlt (28) Horthf ,~
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HoDge Ono U) >>let, iV.II.; Thence South 24 fo~tJ ThoDce lLo.ot. to tho County Road; Tbonco North (24) '1'1rantT. ,:: !'"
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foUl' foeti TJlence West. to the pltlCe of bog1Dn1Jlg.
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MARTD! KARLSON
53322
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The IIrlUlt.or GUS~ WND '" HILMA WHP. Hu.baDd a: ..11. ot '-ort. wdlow, "Ilsh.
For ~he cOllolderation of
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Th18 doad :U pven allO lln t.h. oonll1.deraU,on t.hat. t.ho .bovo .tr1ll of land 8bt&1l bo kopt OPOD .8 . pill!-
lic road, ond lUIJ v10lD.t1on of' tM.8 conll1t1on ehal1 1IUl11t1 1D e,ery reapccr tlUG deed, and tbo ol'1~lIlIl -,
groant.on to A, W. 011 Lund, Vll1i John D. fhllUJl8 and 1;101'c.. 11;. t'bi.llipa, IIlmll !l.o.,o tbo r1gJ1t to elltor aa4
take poooo.810D of the aboYII ,h'lIcrlbocl llL1ld tho 1_0 lie 1f tlUe doed .01'8 novoI' 1o01l0d, and the .boys par-
t:f ot the socond part harcby ogre.G to this condition, GO bcloS tbo JlI'1I40 consldorat10D at tUG l~st_II..
. .
Slt.uate 10 the COUD"Y of .loUerson. Stato of ~uh1Dgton.
Dat.ed t.lUs 21 clay or Augu.t. 192$.
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S'J'ATB 0' WASHINOTOM)
COUNTY 0' ,n,:F ,1IiRSOK)
:1:. II. H. MoUe,., ~ Not.ary ~ubU., do herobl c8rtlfy thMt. on thS.. 21 cIa&J of AII&Ullt. 1:92$. pol'lonaUl.
ss.
.ppoarod beforo I&e ousr WNO AND IilI.MA WND, bll.bund.nd wita ot fort. Ludlow, w'Gsh1ngt.~.!'. to !all ,kllOW
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by cashier. Pay by cas'H''10rtifled
check 10 CounlY Trealurer. \., r:.
county in which properly is located.
(
I ~/U ncl"'\L. c;.,;:) 1/"\1 I:. t:^'-'I.:tC. II'\^ (.)
CHAPTER 32,45 RCW
CHAPTER 458-60 WAC
THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ITEMS
Name
tr:
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..", Stroel
City
l:U;'l:."r;y, Detty Ann
c/o John Sla le
970 1:. 3000 South, Suite 7A
S.1.kt Lak", ci I.Ut"h Zip 84106
e
NEW OWNER'S
PERMANENT ADORESS
FOR ALL PROPERTY
TAX RELATED
CORRESPONDENCE
Name HOLJ.11.;S
Address
City/Slate
o
LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCOAPORATED
Lagi.tl
....~~....'--
ARE FULLY COMPLETED
Name
HOLHES, Diel: II. & Mar'Jaret 1:.
w
a:w
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il~ Slr.., 7015 B..uver \1:111", l'.oad
Clly Port Lud10\"
Sial. \.],;' Zip 9~j36'j
ALL TAX PARCEL NUMBERS
821182008
Zip'
COUNTY 0 OR IN CITY OF
.
That portion of the Southeast Quarter of the Northwest Quarter of
Section 18, Township 28 North, Range 1 East, W.M~, in Jefferson
County, Washington, described as follows:
Beginning at the point of intersection of the Easterly margin of
County Road known ~s Beaver Valley Road with the North line of the
South 725 feet of said Southeast Quarter of the Northwest Quarter,
thence East, parallel to the South, line of said Southeast Quarter
of the Northwest Quarter 490 feet,
thence South, parallel to the East line of said Southeast Quarter
of the Northwest Quarter 450 feet,
thence West, parallel to said South line, to said Easterly margin
of County Road, ,'fJi'1 , 3
thence Northerly, along said Easterly marg~n, to the POINT OF
BEGINNING.
NOTICE OF CONTINUANCE
If the new owner(s) of land thai Is classified or designated as current use or
forest land wishesl) 10 continue (he classification or designation of such land,
the new ownor(s) must sign below. II the new owner(s) doCes) nol desire to continue
such classUlcatlon or designation. 81/ compenaating or addUlonal lax
calculated pursuant to ACW 84.33,120 and 1-40 or RCW 84.34.108 shall be due and
payablo by tho seller or transferor at the lime of sale. To determine If the land
transterred qualirles to continue clasaUlcalfon or dosignation. the county SIBeSlor
must be consulted. All new ownen muat lign.
Slgnature(s)
Thja land 0 dC?D1 0 does not quallly for conllnu~nce,
Ooputy
AIIOllor
DalO
Tho followIng optional quolllons ore requo.toct by RCW 82..6,120.
I. properly allhe lime of lale:
Subject to elderly. dl..bUlty. or physical Improvement
e.emptlon?
b. Doe. bulldjng, II Iny. hIve a h011 pump or lolar
hOlllng or COOling ,y'lem?
c. Doe. Ihl. convoylnce divide I current parce' of
land?
d. Doe~ salo Include curronl crop or morch.ntablD
YES NO
,0 20
,0 20
,0 20
,0 20
l'lloExclaeTax 31 ~. 01~
Delinquent Penalty 4/
Total Tax DUB
443.&7
o
443.87
(SEE 1-4 ON THE REVERSE SIDE)
AFFIDAVIT
I. Ihe under.lgned, being 'ir.1 Gworn, on oath ltale thai the foregoing
inlormation to the be.t of my knowledge I. 8 true and corroct It'lemonl at
Ihe fecll pertaining to the Iran.fer of Ihe above delcrlbed r.11 0.181e,
Any porIOn willfully giving folie lnformallon in Ihl. affl~avil l,h811 be
lubJecllO Ihe PERJURV LAWS of the Slate of waatt!rglon. .'.' /
SEE S/ON REVERSE FO}lPENAL TIES," " ,
~~
)( '-/--.....;1.. ,:"./,_,~,"_;r{., /
Slonatura ~-1', " . r.,.-" I
t y: rdntor/Q(1Q J(WJf~e
Subacrlbod and .worn 10 me Ihl- day of ,.Ia i;'h . 19 0';
, Notary Public
In and for the State or
re.lding II
,-
YES NO
e, Do.. conveyance Involve a trldo, partlal
Inloro'l corporate amI/ales, related PArtiel, Irult, 1 0 2 0
rtteolverlhlp or In .lato?
II the ar.ntH aCllng II a nominee for I Ihlrd 0 0
peny? 1 2
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g, Principal use: t.' I"
0 agrtcullurll 0 co'll\Omin!flI11 3 o r.cr.aUonll
0 apt (4.unit.) 0 jn~lrl.l:.i 6 o rOlldenl.11
0 comm.rcla' 0 mobll. homo 0 O.imbe' , I
,
"'"'---
FOR TREASURER'S USE ONLY
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~:4~ JEFFERSON CO.
P_01
(
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Pon Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Robert G, Nesbitt, P,E" County Engineer
TELECOPIER COVER LE'l"l'ER
***********************************************~*****************
DATE:
TIME:
8/2-"'1/'70
~: 2.8
PLEASE DELIVER THE FOLLOWING PAGE(S) '1'0:
NAME: (;/I.A~ 1e:.t....rHA.o\1b
LOCATION: ~~e.M I!!.~ '17J",J
CITY:
FAX NUMBER:
{~~)... '*-/7-9 - .!S9~ I
TOTAL NUMBER OF
PAGES (INCLUDING COVER LETTER):
~(;.AL
/I (/jj!f;::::e-y
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RE:
FROM:
PLEASB TELEPHONB (206) 385-~160
IF TRANSMISSION J:IfCOHPLBTB
FAX IfUMBBlU
385-9195
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:)rt!C!5~ Pr'~.~':';.:1? ")t Je!:..t",,~ '~";':-'t.l. ,.'\.,!.ir.~t'.l;'. ....
TiI:!l ORANTOR ~ c. ~. lnCllvic!ua1ly ~ as the.,aurvlvln\l ~ '
.." .... ......... -"'ofJft:RL..~,deceaMd,.,......<!.. .\'~.'
"'AIIII,,'~id~tioziOf . ~ft.
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tM followlllr ~n';';"NaI;..tat., OI~.ied In tM Couoty 01 Jeff.,aen 81&'" 01 W..h1nJtoo.
....thor with 011 ol~r lI<<Iulred title 01 L~' rranlor(o) theralN
,'Shat p>r~1an oEthe ~the""" qJarter or tIw N""t/1weot- qUaner, (SE\tlW1ll ,'..
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lle\i1nnltlg at thI ""l]'lt; "e ,lnbo~....tiClrl ~ tJso &:outh U.... at ..14
'~with trio _Ul:1.y """91n Of Oslma'" ~ lOr" tucnow COl.Ilt:y IliOIllSI ,
thence IIott!ledy lIlcIn\I ..115 Easbetly _In. 11S f...t.I thence East..
pra11e1 tI> the ..14 Saith llne,,248.91 fee~,th"ice ~tho.ly, par.ll.el
tel sal4 EasterlY _In. tI> ....115 llcuth, 1....' ttenoe lIIat.. .1~ sal4 . ---, -
SCuth 1UIa tel the p;lnt of be91M1riII. '" , "'1' .... '"" ,.., "" .'. '.
lRJBJ!Cf 20 _l:a. ...<vatima Ind ...oeptlena or teccrd.
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ITA'" or WASHINGTON I
COUNTY ~ ·
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Submlllo County Tr...ur.r 01 th.
county lei which PfOlMr1y 1.local.d.
(!;; REAL ESTATE EXCISE TAX
, CHAPTER 82.45 ~W
CHAPTER 4sa-G 1 WAC
'(-I
U~
PLEASE TYPE OR PRINT
o
Nam. SAMF. AS ABOVE STATF.D BUYER
NEW OWNER'S
PERMANENT ADDRESS
FOR ALL PROPERTY
TAX RELATED
CORRESPONDENCE
Clty/Stet. ZJp
Thle lorm I. your ,.c.IPI wh.n .tamp.d
by c..h'-r. Pelf by cluh or c.rtiU.d
ch.ck 10 CO""I)' Tr...ur.r. ~ .-"
;;.r/\ .
----./
Sammie L. Brewer ~fjA -~
~9{)
o ARI! PULLY COIIl'LaUD
Cherie C. Brewer
20136 14th Ave. S.
51.'.
THIS AFFIDAVIT WIU. NOT BE ACCEPTED UNUSS ITEM. CD THlIOUGH
CD Hans D. Vodder 0
Nem. No...
a:! JodV Dale Vodder ..
'" ~~ Slr..t 231 Belfraqe Road !I Su...
j Port d ow Slate WA 836
CII ZI CII
Str..t
ALL TAX PARCEL NUMBERS
R?l 1R3 010
o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED .TAf'fArRnnCOUNTY 0 OR IN CITY OF
The North l/2 of the NAs!'theast l/4 of the Southwest l/4 of lleo1:!cm, ,18,--'"
'-'l'OWnShijl28'.Nor1:h,-' RaI!J9.-~" liaat:.,- ,WM,in' Jefferson County, Washington,
lying Westerly of State Highway tight-of-way as convpyed by instrument
recorded L.VVoluma 1 of Road Waivers, page 258, records of Jefferson
County, Washington.
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(!) Description of personal property II Included In sals (furniture. ap-
pllancea. etc.)
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18 this proporty currently:
Classified or designated aa foreat land?
Chapter 84.33 RCW
YES
NO
If exemption claimed. explain
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Claeai'led 88 CUfrent use land (open apace.
farm and agricultural, or timber)?
Chapter 84.34 RCW
Exempt from property tax under Chapter
84.38 RCW? (nonprofit organlzationa)
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Type 01 Dacumenl Real Estate Contract
Dale of Sele February
Groa. Sale Price 11 $
Pereanal Praporty (deducl) 2' $
Taxable Sale Price S
Exclso Tax State 31 S
Local'" $
Delinquent Penalty 51 S
Total Tax Due $
(SEE 1.5 ON REVERSE SIDE)
"
Type Proparty: 0
o
Oland wllh naw building,
20, 1986
]1000.00 I~
-0-
-l-a. G09. 90 12,{YY')
118.40
UK 30.00
-0-
158.40
o
AFFIDAVIT
I, the underalgned, being flr.t aworn, on oath atate that the foregoing in.
'ormation to the beat of my knowll!dge I. a truo and correct statement
of the f"cta pertaining to the trenaf.r 01 the abovo deacribed real
e.tatc. Any p.raon wllllullV giving f.l.elnformatlon In thla affidaylt shall
be aublactla Ihe PERJURY LAWS 0' tha Blale 01 W.lhlnglon,
SEE DION REVERSE FOR PENAL TIES,
Slgnelur~ -..:.) .', ': .~_. ",' . .~//
cSpec~:QI."lot/~
SUbacrlbedandaw"'nlamel.'''--<'I/~.ya' "f ,1~
land only
land with preyloualy ulSed building
SEE TAX OBLIGATIONS ON REVERSE SIDE
@
NOTICE OF CONTINUANCE
) ( 1 ....r-, I ", r
( 'I (\ (,I' "I (': /" ,," N!,~a_rr.~~~lIa
In and lor Ihe 8tela 01 WashinCJton,;o':, " ~ <: I
,.. /1" '/,..; f~:,' z"
,,'
If tho now owner(s) 01 land that la clasalfled or designated .a curr.nt use or
lor.at 'and wlah(.a) to continue the claaaiflcatlon or d..lgnatlon of auch land.
the new own.r(a) muat Dlgn b.low. II the new owneree) do(es) not dealre to
continue 8uch claDalllcatlon or dealgnatlon. all compenaatlng or additional tax
calculated pursuant 10 RCW 84.33.120 end 140 or ROW 8".34.108 shall be due
and payablo by the aeller or tranaf.ror at the lime of aale. To determine If the
land tranaterred qualities to continue cl.aalfle8lion or d.algnatlon, the county
.88.8IOr must b. consult.d. All new own.r. muat algn.
Slgnllur.(a)
r..ldlng at
T,hla land 0 do..
I'
DqpulY
,(.....or
o do.. not qualify for contlnuanc..
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Tralallowlng apllonal qualllanl ara requeatad by RCW 82,40,120
I, property .t the tlm. of ..la: Yla
.~. Subject to elderly, dle.bUlIy, or phyalcllimprovemanl 10
:; eKampl/on?
.~. g::I~n:U:~'~~QI~~:n:y.~:~~ a ha.1 pump 01 .ol.r 1 0
c. Doe.thlll conveyance dlvld. a current parc.' of land? 10
d, ~:::r;ale Includ. current crop or mltchantable 10
NO
20
20
20
20
, ~~~ .
a. D~. convayanc.myolv. a trad., plrtlal 10\:,~' .' y.a
~~~:~~:~::~~~I: ~~I~~al~.~:~t.d partl.., '" CJ
I. the Grantee Ictlna .. . nom In.. 'or a Ihlrd 10
perty?
NO ,}
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, .
20
g, P,lnalpal.le:
1 0 .grlaullur.'
" 0 epl (4+ unHa)
7 O.aom.me,ala.
I.
2 0 aandamlnlum
o 0 Induotrlal
11,0 mobile ha1~
.
.
FOR
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COUNTY CHAPT'ER 28,45 RCW
ASSESSOR'S COPY() (;PLEASEFILLOUTCOMPLETELY (
.. 1% REAL ESTATE EXCISE TA;c.
MAKE REMITTANCE PAYAElLE TO .JEFFERSON COUNTY TREASURER
()
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NAME CI'JI.R LFS 1-', \':HT H!FY A"" ,A,t..,'/I r=STHF~ ',IHI n~rY, ''''I S l,' I Fr
... ...--....--.....---....-----.------------....................uu..NAMEOF'.SELi:E.R.ANO.CoMPLETifADDREsS...................---......--.........nnu...nn....7--.......
..~~~..~..~~,:uu.......,...~~?...~.~~..J?.~.;.i:..I....~.~."..;.~.~.~....!!1~....................................................................u..................................,.................................................'
NAME ' r.ARL ['l. LOPF.l\'AN AI\:['l CAROL Y'l ~~. LO"E~'M!, HT C; 1"IFr: u......
~~.~~~~~~~..~~..~..~~~~~~_~~.~.~~i~~~~~.~~.~~~~~~~~~~~.;;:;;~~;-~~~.~~~~~~~:~~~:~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..nn...
Legal des"iplion 0' real prlljl8rty sltualod in JEfFERSON COUNTY
THE SOUTH HALF OF THE ~:(1PTHF.JlST OlJAP.TFP OF THE S(,lJTHI"CST
IN SFCTrON I~, TOW~SHIP ?R NOPT~, p.aN~E 1 F.AST, V,M.
EXCF.PT THE NORTH 2~'fE'E'T RF.SE'RVE'D FOR HIGH\oo.'AY.
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SALE
HANDLED
BY
GlOSS SAliS 'IICI (Moanl... -.oily".. ..."..... HI....). S ...?0.I..~!:.~.:.~.~........
PlISONA1'IOPlI" (.....1) S ...............................,
TUAllI SAlIl"ICI~' S ...?Q...9..QD.~.D.(l...m...
DAlia! INSTlUMINT I (.. .... " ......." ""'1'_ II llott I. do.l.. .... ....w..r hi
~:':~ ~~':'...'r.l..:.~.::!l,~~~..).t.L.J.~l.L~:...::..~:.,...:.....:.L..m~!....:..
TYPI 01 INSTRU.,NT .,.~.T.!!I~tI9.~~..,~!~.RR ~.~!!.'!'...[>.t::.!:;!?.......m..... ...............
"to. "_"" h .Ia.... ,,"".IoIly'" _." ...."...,,,......,....,............,....................
If ..I. .,ft" ".,.rly ".... '" ...., Stet_.., C..,." ...., 1"7 Ia. Sell., II.......
.f ..,1., HI. "N' A""." N,.
FOFf STATE 0 V NU us
lAND,.....,."...." S ,.."",..,.........."....... SCH001DIST.ICI......................,..........
IMP.OVI.,NIl..,.. S ...,......................... TlAlIAST A".,.......,.,.........,.............
IDIA1............... S ...........,.,........,..,.., ,.O'I.IT CtASS..,..........,...................
This b..om.. your "..Ipl wh.n .,....,.. paid by the county t,,"SV"'. rlYllllnt
mus' b. modi by cosh Ir clrtlllo. .he.., Thl. "turn Is .uh'"t t. ludlll" Vorlfl,",
tlon by the 510'0 Dopor'mont 01 ..venuo, ... In IMtIlIpl.,o INltlo.11 wUI ho ",
turnod,
Aft., lec,,41... MI. ". St....."'"
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C REPLY MESSAGE Ci
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REORDER ITEM "F72
FROM
TO _+;;(..e-____C,.i~'_8JJ__Z.L~___.QE..~_
_____,______G.Q_51'i______~__~__~_
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefforson Street
PORT TOWNSEND, WA 98368
(206) 385.9160
SUBJECTL________.___, ____________ DATE:
po....._1-_____:::;:: __~e:t.:~___i?l~~-JJ-TI.E--~~y_-i'!b.I.D---.--
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DATE I
SIGNED
H..-n -'72 ~.-c, P.O. Oow 2t44,....rtford. CT 00104.21144
OWhNlet Otlq),Inc~ 111.2
THIS Cory FOR PERSON ADDRESSED
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C REPLY MESSAGE 0
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PORT TOWNSEND. WA 98368
(206) 385-9160
SUBJECT:__ZIC:?:'f~_. iZ~TS___ _____DATE: u_~~_/-9j___
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PLEASE REPLY TO -
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I FROM ALe" c.IZo811 .ek \
FROM
~~~-==---~,e.o-8/L---_- JEFFERSON COUNTY
TO _ ..,_j!:(~~.J,.??_e'~~ DEPAmr;'::~e~:r:nU:~ WORKS
PORT TOWNSEND, WA 98368
(206) 385.9160
SUBJECTLH_Z"/]=~.er____~e~ I#c>' _~.2_:-__~-5_DATE: /-IS~7'I__
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PLEASE REPLY TO - SIGNED ~
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DATE,
SIGNED
hem . '72 OI'Iy"c, P,O. no. 2D44, HM1ford, CT 08'0<4.2044
ClWhMW Group, hc~ 10Bi
THIS COpy FOR PERSON ADDRESSED
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( CHAPTER 28,45 RCW .
PLEASE FILL OUT COMPLETELY ( ~J
1% REAL ESTATE EXCISE TAX
MAKE REMITTANCE PAYABLE TO JEFFERSON COUNTY TREASURER
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Naltle of Seller .net complete addr-...
Jorn: I:. ilJJtJ PER;; J01!NSor',,; 624 D Strc:~t Tucon:a, \';d.~hin~!t~:: ljC..:.=,:~
.. u.....O............................ ................................. ................... .;;:~~. -;ip~~;;'.~;; ~~d:;~~;i;i.;" ;~;;.......................,.,.............. ......... ..........0..0...... _0_.. .........0....
LEGAL DESCRIPTION OF IlEAL PROPERTY SITUATED IN........~!:!:,~,c;.f.~~!'!.............COUNTY:
PARCEL No,................................
Th" Southeast quarter of the South\\'cst quarter of Sectio::1 10, 'l'o,","s;-,i? 2;'
i;ort~l, Ha:"lgc. 1 r:ast, \;.;.~., LXCi:PT r.>ortio:l cor,vc::ye~ to J:;r[l:~!;~...:., i;'~:'ll!j~Y :.'-:;
"::~,.;J rt;;.\":or~!;.:d in VolU!-,-e 1 of 1-:oaw \'J~.:iv~rs of pagf..: 25G l....t.;i..i l::.:Cf:i;'..: l-'{/~.:t.i~TI (;~-,::
vcyr.-ci t.o Jef(t.<rson Count:,' for Lateral Highway No. 3 (nOl: i'\ I'tc:t.::: big""""y)
by deed cated 1.pri1 15, 1931, and recoruc:.l ir. Vol. 101 of Dec."" jJ..ge ?LJ,
records of said Jefferson County; RES~RVING in the grantors n lif0 cstot~
for the full natural life of each of saie grantors.
. DESCnlPTION OF PERSONAL PROPERTY IF INCLUDED IN SALE:
l1O:U;
This deed is subject to a grant of right of first refucal, executed by
Grant.or!> simultun~ouf;ly herewith.
GROSS SALES PRICE. ... "..nln. - Equity plue s...........n9D.fi....................
PERSONAL PROPERTY (DED~~~lr:d. b,,~~c: .. .. .. .. s........E~E.9....................
TAXAOLE SALES PRICE, . , , , , . , . , , , , , , ,1I.......,~~?.~.........,........,
:_, DATE OF INSTRUMENT- (On date of delivery of instrument If that Is
closing date provided In contract; otherwise upon execution of
contract,),..,.", f?~!::~,!;~?~", ~,?-.I...~,~ ,? ,'?,.",..."""..., "..,.""...,."
TVPE OF INSTRUMENT ..5!~.~,~....:.~~.~~...l?~~~:.................................
If tax exemption 10 claimed explain fully the nature of tho tranofer
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If sale covers proporty traded In under Section 61 ,Chapter140,1967
Ex, Session, give date of prior sllle.........................................
Prior Affidavit No............,..................,.........
FOR STATE DEPARTMENT OF REVENUE USE ONLV
Lllnd . , . . , , .. .,',............,.., School District, .............,.....
Improvomonts ., .,................. Yoar Last Appr. .....................
Total. . . . , , ., ...............,.., Property CIUR. .....................
This becomoR your receipt when stampod paid by tho county trea.
Rurer. Paymont must bo mado by cash or certlllod chock. This ro.
turn Is subject UJ audit and verification by thoStatoDepartmentof
Revenue, and an Incomplete affidavit will be returnod.
1% Excise .Tax, , . . , . .. 1I..,!Jrl;.\f'...................
Penalty (1% per month
after 30 days) , , , . , . . II ..!lmw...................
Total. , , , , , . , , . , . ,. 1I...n,:n\"......,...........,
AFFIDAVIT
The undersigned being first sworn, on oath says
that tho foregoing Information Is a true and cor-
rect statc;J11e. t of the factB pertaining to the trans.
for of e ab e deocrlbtlli real eslate, ,
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I.-Allnature
Any p rson wilfully giving false Information In
this affidavit ohall be subject to the ,PERJURV
LAWS of tho State of Washington,
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~f~~rlbed an'd .eiq~\~~~~~eme t.~I~
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(... ~ r.ll-1. !!.~. ~:.. (;:t'
PROCHSUD IV
AFFIDAVIT RECEIPT NO.
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STATE OF WA~
AFno VIT and REAL ESTATE EXCISE TAX RECEIPT
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No. 1.41:629
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CHAo". II, LAWS 1951, EXTRAORDINARY SESSION
PURSUANT TO COUNTY COMMlSSIONEIS RESOLUTION
DATE PAID 1')- -I,~ {, 7
Thll become. your receipt when
Ilamped paid bv County Treol'
u,.r. Pavm.nt mUlt b. mode bV
Calh Of C.,IIlI.d Check.
ARrHUR SWANSON,
Counlv Tr.alu,er
COUNTY OF JEFFERSON
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, b.Jng flflt duly Iworn, .
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5.11.,'. Nom.
Addr"l
BuV.,'.Nom. arl D. Lo timan a d Bever Joe wife
Add,... Rout.e 1. Port Lud low. YlashlDPt.on (Beaver Valley)
001. of Inlllum.nl Deeember ;~. ~~:~ 001.01501. nAnAmbA" 1 . ' , 9h7
Dole of Oellv.rVlo purc.ha..r D__IB____ 1, 196'1
NOlu,.oll.lI,um..' W8r~8nty Deed &. Contraet at SR1A. '
O,on Sol.. p,lce Including onv Mo,tGog., 0' CJ~irod Balance t' ~'" 5n<fl'ln
(Not Including AnV P.flonolllvl~
L.gal Oe"rlptlon 01 Property Convey.d: I
-.iR.~ grogerty derOrigtlon at.taoh.~ here~o~)
. ,b) L,.~
~"\..VY'V~ ( -dl:,Jc{. ~l Le)-<~e'~...-.
II SlgnatuI. ~o~d::I~~I~I:~~h.and for th. Slot. of Walhlnglon
SUBSCA,EO AND SWORN to b.far. m. th,lt
Ii
Deoember .196'L
.00
PENALlY:_IM',_o'lh.
to. from dal. of Inlllum.nt If not
paid within 30 daYI.
'; ~~'-r;;r-,
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let
day of
&END fUIURE TAX &TATEMENI& TO
.No,.. .., ....BIlY.r above.' .
Add",..
Any perMn wllllully giving foIl. Informallon In ,hi. affldo\l'1I ahol' b. lubje"
10 .h. P.rlury Law1 of the Slot. of Wa.hlngton. .... .
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_ OOYer~At Lot ~ at ~.otlon 7 In TowDtihlp 28 Horth, Kenge 1 East ot
the \"ll1aaet.te It:el'lc:tlan, ItXC&PTING TH~RRFROU l'1&bto at v.Q tor pllb110 roadu.
ALSC ILXC"l~I:IQ toe tollowlDS 481:101'1be4 tJ'aot, to-wi".
Comm.~olDf, at the S.otlon OOI'AUI' OUmmDn t.o ~eou. 7. 12, 1) ab4 18
Townllhip 28 NOl'th. Range 1 l!:out and 1 V1..:at, .,". .'1 tl1uno. l'Llnnil&lJ (Val'1at.Lon .
23' 00' E.~t) N. 88' 26' ~aut a10ag the Seotlun 1 Be be~~u.n ~OD. 7 aDd
18, 1216.4 te.t; thuDO. due HOJ"th ~78.2 t.et to t.be plao. at b8p;lDlIlnga
thunoe Nortb 19 08' w..t 98.7 t.eta tbeAoe NOl'th 1- ~8' w..t 207.) tuut;
theDot ~OLltb lOw ~6' ~aDt )64.4 teet; theno. North 85 10' W08t 147.5 teet
to the plaoe ot begl~11D8; .ald e~oogte4 traot be1Ds dU81gDatud on the
C~uat7 A8~.8801"U Plat and De8orlptlon Book all T&% No. 1 in 0814 ~.otlon 7 ~. i
o.Ad oont.a1n1oe 0.S7 aorea, more OJ" 1.... '.' "j -;;C(.,..l '~.
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'" PLEASE FILL OUT COMPLETELY .i
1% REAL ESTATE EXCISE T'.X
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ASSESSOR'S COPY
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MAKE REMITTANCE PAYABLE TO JEFFERSON COUNTY TREASURER
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ADDRESS N OF SELLER AND COMPLETE ADDRESS __
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legal deS<riptian of real property .ituated in JEFfERSON COUNTY., '... .' ' .'; ,
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under Auditort s File 110. 194684. Al';l; hXCLn the Horth 230 i"ect
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C RIGHT OF WAY (
TRUE COST ESTIMATl::'
FOR
CR0811 AND CR0579
BASED ON CURRENT ASSESED VALUE
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PARCEL NO. I OWNER IASSESSED VALUE AREA ICOST/ACREI TAKE IRlWVALUE REMARKS
CR08ll
-621073003 LOPEMAN, C,O, $20,250 tJ,75 $3,000 0,288 $8tu
_821073004 MADSEN, T.w. $41,tJ75 t5.75 $2,859 O,3lJ7 $87tJ
....'821073007 JEFF.CO, $3,SOO 0,51 $8,SS3 O,06B $487
-1J21182Q01 KAMP. J,W, $20,000 4,00 $5,000 0,151 $755 BEAVER VALLEY STORE
...821182003 SLAGLE. N,J, $87.780 51,73 ",787 0,553 l-.-f $8B8 jZ_ <ni!'c,,,,
-8211B2004 COTTIER. 1'1, $88,_ 3S,S5 $I,77tJ 0,333 $591 $HQIl.T ;t:"o!J.;'''
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-821182005 THOMPSON, J,F, $52,155 22,20 $2,_ 0,1711 $41/1
....821182007 THOMPSON, J,F. $8,000 0,8/1 $8,742 0,052 $351
..-821182006 MORGENSEN, J,E. ",250 0,52 $2,_ 0,017 $41
-""'821182008 HOLMES, D,W, "8,SOO 5,00 $3,700 0,027 $tOO
SUB-TOTALS 2,035 '5,551
CR0579
,,*,,82"83Q03 LOPEMAN, C,O, $45,750 20,00 $2,2SS 0,247 $S65 PERMIT
-S211S3Q04 JOHNSON, J.H, "7,5115 39,tJIJ $4oU O,OIU $42
821183010 BREWER, S,L. "2,376 11,00 $1,125 0,0711 $8/1
14- 8211830" COL YOTT, W,R, $20,000 8,00 $2,SOO 0,081 $203 PERMIT
SUB-TOTALS 0,501 $8118
TOTALS 2,IS3lJ $8,4411
AVE, COST/ACRE $3,045
ADJUSTED COST PER ACRE FOR TIME
IWI-IB87_4 YRS(fJtJ96ANNIJAL RATE
.
SAY
CRostt
CR057P
INCLUOES PERMITS
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APPRAISAL COSTS:
IJSEDtrrAILED TRUE COST ESTIMATE FROM ASSESSORS
CROStt
CR05711
o NEGOTIATION COSTS:
12 HRs/PARCEL X 14 PARCELS X $3O,OOIHR
CRO",
CR05711
.
TOTAL COST BY PROJECT:
CR08ll
CR0579
GRAND TOTAL
$15,684
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R/W TRUE COST ESTIMATE, CROB11 & CR0579
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MEMORANDUM
Date:
December 2, 1990
To:
Diane
Phil /JClP
Beaver Valley Wetlands
From:
Re:
Attached find the final wetlands report and a completed Army Corps
of Engineers Wetland Fill permit application for the Jefferson
County road improvement project. Jefferson County will need to
sign the application and make sure that the application package
contains all the items noted on the detailed drawing checklist
(also attached).
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Please let me know if you have any questions or comments.
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WETLAND DETERMINATION AND DELINEATION REPORT
1.0 INTRODUCTION
1.1 Background and Purpose
The purpose of this report is to describe potential wetland impacts associated with the Jefferson
County Department of Public Works proposal to widen approximately 0,71 miles of County road
located in the Beaver Valley area (Figure I), This report addresses issues identified by the
Washington Department of Ecology (DOE) in their October 2, 1990 response to the
Environmental Checklist and corresponding Determination of Non-Significance. In response
to DOE comments, the following activities were performed:
A preliminary wetland delineation was performed using methods contained in the B:Qml
Manual for Identifyine and Delineatinl! Jurisdictional Wetlands. January 1989,
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Wetland functions and values, and potential impacts, are described and evaluated,
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An application to the Army Corps of Engineers for filling less than one acre of wetland
has been prepared,
Proposed and potential mitigation measures to compensate for possible wetland impacts
are discussed,
1.1
Pennlt Process Overview
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There are two types of permits that apply to proposals involving filling in wetlands. These
permits are the Army Corps of Engineers (Corps) Nationwide Permit 26, and the individual
permit, Nationwide Permit 26 allows the filling of up to 0,99 acre of isolated waters/wetlands
such as those within the proposed project area, provided certain conditions are met,
Under Nationwide Permit 26, the Corps needs to be notified for review of environmental
impacts associated with wetland filling projects. The Corps in turn notifies the EPA, the U,S.
Fish and Wildlife Service, the National Marine Fisheries Service and the Washington DOE,
These agencies review the proposal and provide comments to the Corps who then decide whether
the project wlll receive approval under the nationwide permit. This process takes approximately
20 days, If permission to fill is not granted under the nationwide permit, an individual permit
is required, The individual permit process involves much more detailed review of the proposed
wetland fill than tlle 20 day nationwide permit process,
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2.0 WETLAND DETERMINATION AND DELINEATION
Project construction is proposed along the eastern edge of the Ludlow Creek floodplain within
the area known as Beaver Valley in northeastern Jefferson County, The general construction
area and major features in the project vicinity are shown in Figure 2.
A preliminary on-site wetland delineation was performed on November 27, 1990. The
proposed construction area was visually surveyed, and potential wetland areas appearing to
require delineation were identified, Areas appearing to need preliminary wetland delineation
were designated into zones A through G based on changes in vegetation, soil and/or hydrology.
The location of these zones is shown in Figure 2. A summary of preliminary wetland
delineation data for each zone is contained in Table 1.
2.1 Vegetation
Hydrophytic (wetland) vegetation appears throughout the project area, Dominant species
include:
Salmonberry (Rubis speclabilis)-FAC
Willow (Sa/Ix rigOlkJ)-FACW
Vine Maple (Acer circi1Ullum)-FACU
Sedge (Cora sp,)-FAC
Buttercup ('Rarumuculus repens)-FACW
Cedar (Thuja plicD/a)-F AC
Alder (Alnus rubra)-FAC
Nettles (U, dioica)-FAC
Rush (J. ejfusus)-FACW
FACW = Facultative wetland species, FAC = Facultative species.
FACU = Facultative upland species,
The Federal Wetlands Manual considers vegetation to be hydrophytic if more than SO percent
of all dominant plant species in the designated area are classified as obligate wetland species,
facultative wetland species, or facultative species, Table 1 describes vegetation in the different
zones at the preliminary wetland delineation boundary.
2.2 Solis
The U,S, Soil Conservation Service (SCS) Soil survey of Jefferson County shows the following
soil types within the proposed projecllimits:
1.
2,
3.
4,
McMurray and Muldlteo peats.
Alderwood gravelly sandy loam.
Everett sandy loam.
Killap slit loam,
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Preliminary wetland zones A, B, C, and D appear to contain McMurray and Mukilteo peats,
Zones E, F, and G appear to contain soils described by the SCS as Alderwood gravelly sandy
loam, On-site investigation indicates hydric soils characteristic of wetlands extend into the
Alderwood soil series in zones E, F and G,
These areas appeared to exhibit the following hydric soil characteristics: saturated within 0.5 ft,
of the soil surface, high organic matter content and black color in the upper soil profile, and
heavy red!brown mottling at shallow soil depths. A description of soils at the preliminary
wetland delineation boundary of each wetland zone is shown in Table 1,
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2.3 Hydrology
Surface water was observed in all wetland zones at varying distances from project construction
limits, Surface water was immediately adjacent to the proposed project area in wetland zone::
D,C D and G. Apparent wetland hydrological characteristics at the preliminary wetland
delineation boundary, were observed in wetland zones A, F and G, Sufficient data was not
available for determining whether zones A,F and G exhibit definite wetland hydrology at the
preliminary wetland delineation boundary.
2.4 Wetland Delineation Results
Table 2 summarizes potential impacts of the proposed project on each wetland zone,
Table 2.
Volume or no placed in wetland, and surface area or wetland covered.
Wetland Fill Volume Surface Area
~ ~ (sq. ft. \
A 7C7 3,000
B 1,018 4,225
C 400 3,125
D 467 2,750
E 83 360 I \
F 0 0
G -1!l.. -100
TOTAL 2,685 c,y, 13,560 sq, ft,
According to this preliminary wetland delineation, the total wetland area proposed to be filled
Is 13,560 sq. ft., or 0,31 acres,
3.0 WETLAND FUNCTIONS AND V ALUFS
Wetlands can provide many significant ecological functions, and also have a variety of natural,
aesthetic and recreational values, nlls section discusr..s functions and values of wetlands In the
proposed project area, and potentlallmpacll and mitigation measures,
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3.1 Water Quality Protection
Wetlands in the project area may help to improve water quality by removing contaminants
(petroleum hydrocarbons, sediments, etc,) contained in surface water run-off from the road
surface, This water quality protection function is not likely to be significantly effected by
proposed project construction due to the small area being filled relative to the size of the entire
adjacent wetland.
Surface water best management practices will help to minimize impacts to the water quality
protection function provided by wetlands in the project area, These best management practices
include both short and long tenn erosion control (silt fencing, mulchinglhydroseeding, etc.), and
vegetative drainage swales for filtration of surface runoff.
3.2 Flood Protection
Wetlands within the Beaver Valley may have the function of protecting against impacts from
flooding by providing storage of floodwater, Proposed wetland filling should not effect this
wetlands function because of the location of project activities at the outer fringe of the existing
wetland, and the small area being filled relative to the entire wetland area.
3.3 Groundwater Recharge and Stream Flow Maintenana:
Wetlands in the project area may provide a temporary water storage function during wet periods
for recharge of groundwater aquifers, or future release to streams during drier periods, This
wetland function should not be significantly effected due to the relatively small reduction in total
wetland surface area resulting from filling activities,
3.4 WUdllI'e and Fisheries Habitat
Wetlands in the vicinity of the proposed project may provide habitat and food for wildlife, No
project activities will occur within 200 feet of Ludlow Creek, which may support fish
populations, Impacts to wildlife and fish habitat are not expected to be significant due to
minimization of construction activities, and immediate fe-vegetation of disturbed areas,
3.5 Aesthetics and Recreation
Wetland aesthetic and recreational values should not be significantly effected by the proposed
project, Aesthetic values will be preserved due to the lack of modification to the great majority
of the wetland area adjacent to the proposed project, Recreational values should also not be
significantly effected due to the lack of significant change in current recreational use and/or
access,
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MITIGATION MEASURFS
A number of mitigation measures are proposed for reducing potential impacts from filling within
the wetland area:
1. Wetlands filling is being minimized to the maximum extent possible. The majority of
wetland filling activities are proposed to occur within a narrow strip immediately adjacent
to the existing road. The proposed 3:1 side slope is designed to minimize the amount
of wetland surface area covered, and is the minimum design standard required by the
Department of Transportation for safe driving conditions.
2, Surface water runoff will be directed over natural vegetated filter areas, i.e" ditches and
side slopes, prior to entering wetland areas.
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3, All side slopes will be mulched and seeded to prevent erosion.
4, Temporary erosion controls, such as straw bales, silt fences, and covering of side slopes
with plastic, will be used as needed to prevent erosion and water quality impacts during
project construction.
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A B C 0 E F G
Safmonberry(FAC) Sedge (FAC) Willow (FACW) Sedge (FAC) Salmonberry(FAC) Sedge (FAC) Sedge (FAC)
Dominant Nettles (FACW) Rush (FACW) Alder (FAC) Alder (FAC) Alder (FAC) Rush (FACW) Rush (FACW)
Vegetation Alder (FAC) Buttercup (FACW) Vine Maple (FACU) Vine Maple (FACU) Ceder (FAC) Buttercup (FACW) Buttercup (FACW)
Buttercup (FACW) Nettles (FACW) Ceder (FAC) Nettles (FACW) Ceder (FAC)
Salmonberry(FAC)
% FACW &
FAC Species >75% >90% >75% >75% >50% >90% >75%
Vegetation
Criteria Met Yes Yes Yes Yes Yes '1es Yes
McMurray & McMurray & Everett Gravelly K1tsap Slit Alderwood Alderwood Alderwood
Mukllteo Peat. Mukllteo Peat, Loaml Loam. Sandy Loam/ Sandy Loaml Sandy Loam!
McMurray & McMurray & McMurray & McMurray &
Salls Red/Brown Black, organic Mukllteo Peat, Black, saturated Mukllteo Peat, Mukllteo Peat. Mukllteo Peat,
Mottles. soli (hlstol). organic soli
Black, organic (hiatal) with Dark brown to Dark brown to Black saturated
Saturated at Saturated. saturated soli, Red/Brown black soli black organic organic soli,
6- depth. Mottles. with high soli with
Red/Brown organic material Red/Brown
High organic Mottles. content at Mottles,
matter content soli surface.
at 8OIIllurface, Red/Brown Saturated.
Mottles.
Saturated at
deDth of 4- ,
Wetland Soli
Critorle Met Yes Yes Yes Ves Yes Yes Yes
Nearly Saturated soli Saturated to Saturlltec:t 1011 Moist 1011 with saturated Saturated
saturated. with areas of within 4- of with are.. of ..turatlon with areas with areas
Hydrology Btandlng water, 1011 surface. standlng water. within 8- of of Btandlng of Btandlng
AreaB of 1011 surface, water. water,
standlna water
Wetland
Hydrology NSD Yea Yea Vel NSD Yes Ves
Criteria Met
Wetland
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMS APPROVAL NO. 0702-0036
(33 CFR 325) up/res 30 June 1992
Public reporting burden for this cotJection of information is estimated to average 5 hours per response for the majority of cases, inch,ong the lime tot reviewing
Instructions. searching existing data sources, gathering and maintaining the data needed. and completing and revlElwing the cotlection of information.
Applications for Iatger or more complex pt'ojects. or IIlosa in ecologICally senSIlNe ateaB. WIll lake longer, Send comments regatding this burden estimale or any
other aspecl 01 this collec~on of information. including suggestions for reducing this burden. 10 Washington Headquarters Seniice:I, OireclDrale for Information
Operations and Reports. 1215 Jefferson Davis Highway. Suile 1204, Arlington. VA 22202-4302; and to the OlflCO of informalion and Regulatory Affairs, Office
of Management and Budge~ Washington. DC 20503,
The Oepartmenl 01 the Army permit pt'Qgram is authorized by SecIlOn 10 of the Rivers and Hatbors Act 011899, SecIlOn 404 of the Clean Watar ACI and
Section 103 of the Marine, Protection. Research and Sanctuaries Act These laws require permits aulhoe'izing activitlesln or affecting navigable waters of the
United Slates, the d,schatge of dredged or f,lI malerial into waters of the Un,ted Stales. and the Uanspor1alion of dredged material lor tile putpose of dumping i1
into ocean waters. Information provtded on this fOfm wlll be used in evaluating the appItcabon for a permiL Infotmalion in this application is made a matter of
public record through issuance of a public notice. Disclosure of the information requested is ~untary; however. the data requested are necessary in order 10
communICate with the applicant and to evaluale the permit appIicallOn, If necessaty informalion is nol provided, the permit apphcalion cannot be procossed no<
can a permit be issued.
One sel of original draw'ngs Q( good rept'oducible copies which show the IocalJOn and character of the proposed activity must be allached 10 this application
(see sample drawinlls and instructions) and be submil1ed I/) the O'Sltrel Enginoot having jUlisdiction ~ the IocaIlOn of the proposed activity, An application
that is not completed in full will be returned.
1, APPLICATION NUMBER (To be an/gned by Corps)
3, NAME, AOOAESS , AND TITLE OF AUTHQAJZED AGENT
Parametri X, Inc,
5700 Kitsap Way, Suite 202
Bremerton, WA. 9B312
Telephone no. dwlng bulineu hout.
Ate ( ) N/A
Ate e06 ) 377-001 4
(Residence)
(Ollice)
2, NAME AND ADORESS Of APPUCANT
Jefferson County Department
Attn: Bruce Laurie
P.O. Box 1220
Port Townsend, WA, 98368
Tolophone no. du,lno buslnesa hou,.
of Public Works
Slalement 01 Aulholil.llon: I herebv designtt. and authorize
--U;~
bohaIf ... My agent in lhe proceuing 01 Ita permlt .ppUcaUan and to
furnish. upon reqooal. lU~tallnlOfrnallon in lIUpport oIlhe ,pplbtion.
SlONATURE Of APPlICANT DATE
N/A
j!:lb-~lb!:l
IRe.ldonce)
(DlIlca)
Ate 1 1
NC 12061
. DETAILED DESCRIPTION OF PROPOSED ACTMTY
010. ACTIVITY
Improvement of 0.71 miles of Beaver Valley Road, CR0811, County Road No. 941507 through
widening of shoulders from approximately 3 to 8 feet, resurfacing of existing road surface,
providing left and right turn lanes at the intersection of Larson Lake Road and Beaver Valley
Road, installing signs and illumination, and other miscellaneous improvements. Shoulder
widening will require placement of approximately 4892 cubic yards of sand/gravel fill material
over an estimated 11,010 sq. ft. (0.25 acre) of wetland area along the margin of the existing
County Road,
.1> PURPOSE The purpose of the proposed activity is to provide public safety improvements to a
portion of the Beaver Valley Road. CR0811, County Road No. 941507 by widening existing
shoulders from 3 to 8 feet, providing left and right turn' lanes, relocating uti] ity poles,
installing illumination and resurfacing the existing road. The project is for public use and
requires no related facilities.
Construction to start: June 1991
Construction to end: October 1991
'0 OISCHAROE OF DREDGED OR FILL IAA TERIAL
Approximately 2,685 c.y, of gravel/sand fill material will be deposited over 13,560 sq.ft. of
wetland area along the margin of the existing road. Transportation to the discharge site will
be by truck and trailer.
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ENG FORM 4345, Aug ell
(PfUlJunWII; CtCWoON)
EDITION Of APR III 18 OlIIl<X.ETll,
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5 NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETe, WHOSE PROPERlY ALSO ADJOINS THE WATEP.WAY
Thomas Madsen, MD J, W. Kamp John Morgenson
811 Caroline 6520 Beaver Valley Rd. 5707 Carnation
Port Angeles, WA. 98362 Port Ludlow, WA. 98365 Carnation, WA.
Duvail Rd. N:
98014
Nancy Sl ag1 e
6940 Beaver Valley Rd.
Port Ludlow, WA. 98365
John Johnson
2513 Washington St.
Olympia, WA, 98501
Howard Cottier
181 Old Beaver Valley Rd.
Port Ludlow, WA. 98365
6. WATERBODY AND LOCATlON ON WATERBODY WHERE ACTIVrTY EXISTS OR is PROPOSED
Nearest project construction approximately 370' westerly of Ludlow Creek at estimated river
mile 1.9, near the intersection of Beaver Valley Road and Larson Lake Road.
7. LOCATK>N ON LAND WHERE ACTlvrTY EXISTS OR IS PROPOSED
ADOR~. Beaver Valley Road, mile post 6,31 to mile post 7.03 and 0,20 miles of Larson Lake
Road approximately 13 miles South of Port Townsend.
,',
STREET, ROAD, ROUTE OR 0THE>l DESCRIPTIVE LOCATION
Jefferson
COUNTY
WA
6TATE
98368
ZIP CODE
Jefferson County
LOCAL GOlfEP.NING BODY wml .llJRISDICT1ON OIIERSlTE
,
,
8 II any poItion of the Klivtty 'Ot wNth authodulion ilmught laG. ~.1 C YES C NO
If anlwer .. -yes- give 'MIOnI. month n WU' the KIMIV." oom.pIellld 1DdIce" the _ling wDf'k on the dr.wlng.
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Sf LIII .11 apploval. or cerlifir..tionl and dIniIalI recoMd I,am ot..... faM4a1, ....te.., ..I. Of Iot8I ~. 'Of afrt/ alluclur... Q)ftJUucUon. dilchafgel 01 Olhef
,"",M.lo. _Ibod in this .'ppllcallon.
ISSUING AGENCY 1YPE APPROVAL IlENTtFICATlllN NO DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
Jefferson County
SEPA-Determination N/A
of non-significance
09/11/90
09/17/90
10 AppIullon.. tMM'.by me-do 'Of' al*mtl Of' petmll. 10 ..,lhOfw lhe .tMII.. dIlIctlbMS _MI. '1*11Iv that I am ..~.. with 'hIi ."10",,,1100 con"lned '" the
appllClllion, .nd .110110 'ho _, 01 mv ......Iodgo end ......, IIlCh '"'.....tion II lilli, """,pie'" end .......,. "ulI,,", """V 'he" ........ "'" ou''''''itV to
undotlllw '110 "'__ oc''''".. or I om oc'lng .. 1110 duly ...""''''''' _, oIlhI~'
IlIGNATUIlE Of APPLICANT
DATE
8KlNATURI! Of _HI
DATil
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Th. .ppllc.~on mull be .,,,,..d by /h. patlan wIlo deal,.. 10 Utld.tfalce /h. ",opo.ed 101MII' (IPPI/OM') Of /I m.r bllIQIIed by . doJr
.ulhO'llId 'Qflnlll III. lI.lemenl In blOCk 3 ".. bien Mid Oul Md 1I",..d,
's U,8,C, 8eclJon 1001 prOllidetllfW: W/looveI, in onv rnen_ wllhin .... jurildlctJon oIl11r depII1mGnt ClIIQ1l/lC)' 01 ThO UIlIlId Sto...
knowingly end willflMy 101011.... 00IlCIIla. 01 _. up by onv tIiCIl. 1ChemI. 01 dIMOe . ~1OI1llc1 .01 tnIke. 11"I101.., IIclitlouO Ilt lrlUdulent
...lemon.. lit roprelO/llallOnO 01 "'""'" 01 ..... 1111/ 10/.. -ng CI ~nl I<MWIng ume to conlOin 11"I11I11 IcIltlOuO lit
lreudulllnl ....omenl 01 entry. ehIIt be fllllld not more then "0,000 01 impn_ no, more IhII1 fMIl/11.... 01 bOlh,
"
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IlETAILED ~W1tCi DECK UST Ftfl PERMIT N'PLICATICNS
1.
General
( ) Use clear black printing ~ fewest number of sheets possible.
1i tie Block
( ) Descr.'ibe the facility or work (e.g. Pier, Float, Moor1ng Buoy, Bulkhead,
Fill, Excavation, Outfall, etc.).
( ) Indicate whether lIIPPl1caticn 15 for repa1r end preiervation of existing
work, proposed work or both.
Vicinity MIlD
( ) Show location of construction siteCs). Indicate latitude and longitude
of site(s) to nearest second.
( ) Name waterway.
( ) Show roads, streets, and mileage to nearest town or city limits.
Plan View
( ) Show Shorelines.
() Tidal: Show mean high water line (MHW Line) or mean higher high water
line (MHHW Line) for fills.
() Lakes: Show ordinary high water line (OHW Line).
e) Streams: Show ordinary high .ater line (OHW Line).
( ) Show Federal harbor lines where .st~lished.
( ) Snow dimensions of structure, distance of .tructure from property lines e~d
encroachment bevond applicable high watar line.
( ,) Indicate quantity and type of fill and method of handling material, if a~y.
( ) Show all existing structures on subject and adjacent properties waterward
of applicable high water line.
( ) Snow direction of currents such as tidal ebb and flood.
( ) Note existing or pending permits 1n nlv1gable waters at the site.
If none, note age of all existing .tructures.
e ) Indicate adjacent property ownerShip.
( ) Snow and identify any wetland vegetation that is affected by the project.
Elevation and/or Section Views
( ) Show the same water l.vel. .s on plan viaw.
'( ) Show or1ginal and proposed ~ 11nes, Cl\Iera11 and typical dilll8nslcns of
structure! ~.ncl pert1nant vertical dilllenslOl'11 to top and base of atructure.
( ) Show Il'ld ~nt1fy ~ wtland vegetation that 11 a"ected by the project.
!t2U!
( ) State purpoae of the exllt1ng or proposed facillty or work.
( ) Liat property ownera and ideate by fUIIber an plan.
( ) Show datllll used in plen II'ld elevaUcn vi....
( ) Provide photographs of ahOnllna in both directions at project alte.
2.
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6.
7.
Remarks
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RIGHT OF WAY
TRUE COST ESTIMATE
FOR
CR0811 AND CR0579
BASED ON CURRENT ASSESED VALUE
PARCEL NO, I OWNER IASSESSED VALUE I AREA leOST/ACRE TAKE I RIW VALUE I REMARKS
CR0811
821073003 LOPEMAN. C,O, $20,250 tJ,75 13.000 0.288 $864
821073004 MADSEN, T.W, $41,875 15.75 $2,tJ59 0,3tJ7 1l17tJ
821073()()7 JEFF.CO. 13.500 0,51 $8,_ 0,068 $487
821182001 KAJ./P,J,w. $20,000 4,00 15.000 0,151 $755 BEAVER VALLEY STORE
821182003 SLAGLE, N,J, 1l17,780 54,73 $1,787 0,553 $SIBS
821182O/U COTTIER. H. _.4tJ5 38,55 11,77tJ 0,333 S5Q1
821182005 THOMPSDN. J,F. $52.155 22,2/i $2,340 0,1711 $4111
821182007 THOMPSDN. J,F. $8,000 0,811 $8,742 0,052 $351
82118200tJ MORGENSEN. J,E, $1,250 0,52 $2,404 0,017 $41
821182008 HOLMES,O.W. $18,500 5,00 13.700 0,027 $100
SUB-TOTALS 2,035 $5,551
CR0579
821183003 LOPEMAN, C,O, $45,750 20,00 $2.288 0,247 - PERMIT
821183004 JOHNSDN, J,H, $17,5115 3J1,tJ5 - 0,_ $42
821183010 BREWER, S,L. $12,376 11,00 $1.126 0,0711 $811
821183011 COL YOn; W,R, $20.000 8,00 $2,/so() 0,081 $203 PERMIT
SUB-TOTALS 0,501 $BINI
TOTALS 1/,638 $8,~
AVE, COST/ACRE I $3,045
"
ADJUSTED COST PER ACRE FOR TIME
19111-1tNl7_4 YRStiltJMANNUAL RATE
.
SAY
CR0811
CR05711
INCLUDES PERMITS
APPRAISAL COSTS:
USE DETAILED TRUE COST ESTIMATE FROM ASSESSDRS
CR0811
CR05711
o
NEGOTIATION COSTS:
11 HRSlPARCEL X 14 PARCELS XI3O,OOIHR
CRD811
CRO!I7I1
TOTAL COST BY PROJECT:
.,.' .
CRool1
CR0579
GRANO TOTAL
$15.1184
"
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RIW TRUE COST ESTIMATE. CR0811 & CR0579
23-0cl-90
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LOCATION:
APPRAISER:
DATE:
VALUATION OF PROPERTIES - TRUE COST
INTERSECTION OF BEAVER VALLEY ROAD & LARSON LAKE ROAD
ROBERT KINGSLEY STATE CERT. #1426
FEBRUARY 19, 1991
"
NEIGHBORHOOD ANALYSIS
The subject area is located in a rural area in Jefferson County commonly
referred to as Beaver Valley. It is located about 6 miles south of
Chimacum.
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Growth in the area is due to the change from large acreage parcels being
divided into smaller parcels for single family residential use. Beaver
Valley Road is the main road used to traverse between Port Townsend and
the Hood Canal Bridge.
currently Beaver Valley Road is a narrow two lane road in the vicinity
of Larson Lake Road. The Beaver Valley Store, a convenience store, is
located at the intersection of Beaver Valley Road and Larson LaJ,e Road.
Increased traffic necessitates the proposed project. Parcels on both
sides of the Beaver valley Road are involved in the acquisition.
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Appraiser
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Parce1 No: 821073003, 821073004, 821073007, 821182001,
821182003, 821182004, 821182005, 821182007,
821182006, 821182008, 821183003, 821183004,
821183010, 821183011
project: Beaver Valley So., CR0579 and Beaver Valley No., CR0811
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Map Sheet:
1, 2, 3, 4, and 5 of 5
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Map Approva1 Date: November 26, 1990
I hereby certify:
That on Februarv 19. 1991 (date), I persona11y appraised the
subject properties and the comparable sa1es.
That to the best of my know1edge and be1ief the statements
contained in the appraisal set forth are true, and the information
upon which the opinions expressed therein are based is correct.
That I understand this market value appraisa1 is to be used in
connection with the right of way for a highway to be constructed
by the County.
That.in appraising the value before acquisition, no consideration
has been given to increases or decreases in Fair Market Va1ue
caused by the pub1ic improvement.
That neither my emp10yment nor my compensation for making this
appraisal and report are in any way contingent upon the values
reported.
That I have no direct or indirect present or contemp1ated future
persona1 interest in such property or in any benefit from the
acquisition of such property appraised.
That I have not revealed the findings and results of such appraisal
to anyone other than the proper officia1s of the county, or
officia1s of the State, and I will not do so until so authorized
by county officia1s, or until I am required to do so by due process
of law, or until I am released from this obligation by having
publicly testified as to such findings.
That the conclusion set forth in this appraisal is my independent
opinion of the value of the property as of the -12th- day of
Februarv 1991, and that such conclusion. was reached without
collaboration, or direction as to value.
The property has been appraised for its fair market value as though
owned in fee simple. The opinion of value expressed in the report
is the result of and is subject to the data and conditions
described in the report.
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Name: Robert Kinaslev
Signature: W.>ell 1-_I<LM~o(J
Date: 3-15~~
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JEFFCO#3.73007
821073007
That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying easterly of the easterly right of
way line of Beaver Valley Road, County Road No. 941507, described as follows:
Beginning on the easterly right of way of said Beaver Valley Road, County Road No. 941507
at a point 'opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
335+63.61 as shown on the Right of Way Plans for the Beaver Valley Road Improvement,
Project No. 0811, approved November 26, 1990, and 30 feet easterly therefrom; thence South
250 22'38" East to a point opposite H.E.S. 336+45.77 and 71.84 feet easterly therefrom; thence
South 35037'09" West, a distance of 63.90 feet to a point opposite H.E.S. 337+00 and 35'feet
easterly therefrom; thence along a non-tangent curve having a radius of 1397.40 feet, concave
to the east, an arc distance of 160.05 feet through a central angle of 060 33'44" to a point
opposite H.E.S. 338+64.05 and 35 feet easterly therefrom; thence North 790 46'38" West to
said easterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.E.S. 338+62.72 and 30 feet easterly therefrom; thence northerly along said easterly right of
way to the point of beginning.
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PRICE
SALE PER
PARCEL If OWNER PRICE ACREAGE ACRE
901242011 NANKERVIS 6-89 $25,000 5.02 $4,980 59120
901244002 WINBERG 6-90 $65,000 22.89 $2,840 62687
821072002 BURNETT 12-88 $17,000 5.27 $3,225 57983
821073010 HOUGHTALING 3-88 $26,500 3.30 $8,030 56115
821072005 GARTEN 1-88 $25,000 5.11 $4,890 55948
821061001 WEISMAN 11-89 $150,000 68.35 $2,195 60674
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ACQUISITION
COST
OWNER ACREAGE PER ACRE
821073003
821073004
821073007
821162001
821102003
821182004
821182005
821162007
821162006
821182008
821183003
821183004
821183010
821183011
LOPEMAN
MADSEN
JEFF. CO.
KAMP
SLAGLE
COTTIER
THOMPSON
THOMPSON
MORGENSEN
HOLMES
LOPEMAN
JOHNSON
BREWER
eOL YOTT
0.351
0.417
0.086
0.158
0.553
0.333
0.179
0.052
0.017
0.027
0.094
0.088
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$5,000
$3,000
$10,000
$5,000
$2,000
$2,500
$3,000
$10,000
$10,000
$5,000
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RIGHT OF WAY
TRUE COST ESTIMATE
FOR
CR08ll AND CR0579
BASED ON CURRENT ASSESED VALUE
PARCEL NO, I OWNER IASSESSED VALUE I AREA ICOST/ACREI TAKE IRlWVALUEI REMARKS
CR0811
821073003 LOPEMAN. C,D, $20.250 tJ,75 13.000 0.288 $8/U
821073004 MADSEN. T,W. $41.875 15.75 82.559 0.387 $87tJ
821073007 JEFF,CO. 13.500 0.51 18.863 0.0tJ8 $f87
82"82001 KAMP. J.W, $20.000 4,00 15.000 0,151 $755 BEAVER VALLEY STORE
82"82003 SLAGLE. N,J, $87.780 (U,73 ".787 0.553 $888
82"82_ COTTIER. H, IBB.4B5 ~,55 81.77tJ 0.1J33 $591
82"82005 THOMPSON. J,F. 852.155 22.2J1 82.340 0,1711 $4111
82"82007 THOMPSON. J.F. 18.000 0.88 88.742 0.052 1351
82"82OOB MORGENSEN. J,E, ".250 0.52 82.404 0.017 $41
82"82008 HOLMES. 0, W. 818.500 5.00 13.700 0.027 8100
SUB-TOTALS 2.035 $5,&51
CR0579
821113003 LOPEMAN. C.D. $45.750 20.00 82.288 0.247 $5B5 PERMIT
821183(J(U JOHNSON. J.H, 817,5SJ5 3/J.55 $444 0._ $42
821183010 BREWER. S.L. 812.375 11.00 ".'25 0.0711 $811
821183011 COL YOn; W.R, $20.000 8.00 82._ 0.081 $203 PERMIT
SUB-TOTALS 0.501 IBINl
TOTALS 1I.53B #.4411
A VE. COST/ACRE I 13.045
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ADJUSTEO COST PER ACRE FOR TIME
1991-1P87_4 YRS~tJ%ANNUALRATE
SAY
COST I PROJECT
I CROSI1 I $4.000 I 11.0351 ".140 I
I CR057tl I $4.000 I 0.501 I $2.004 I/NCLUDES PERMITS
APPRAISAL COSTS:
USE DCTAILED TRUE COST ESTIMATE FROM ASSESSORS TOTAL I $500 I
I CROSI1 I $4001
I CR08711 I 81001
NEGOTIATION COSTS:
III HRSlPARCEL X 14 PARCELS X 13O.00/HR TOTAL I '8.040 I
I CROSt1 I $3,tJOO I
I CR057tl I ".<<01
TOTAL COST 8Y PROJECT:
I CR09ll I '12,140 I
I CA0579 I 13,544 I
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GRAND TOTAL
$15,884
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R/VI' TRUE COST ESTIMATE, CROB11 & CR0579
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That portion of the Northwest quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying southwesterly of the
southwesterly right of way line of Beaver Valley Road, County Road No. 941507, described
as follows:
Beginning on the southwesterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 343+81.40 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet southwesterly
therefrom; thence North 860 10'38" West along a line 30 feet southerly of and ,jlarallel with the
north line of said Northwest quarter of the Northwest quarter to a point opposite H.E.S.
343+79.48 and 35 feet southwesterly therefrom; thence South 170 10'48" East, a distance of
170.52 feet to a point opposite H.E.S. 345+50 and 35 feet southwesterly therefrom; thence
South 000 28'48" East, a distance of 52.20 feet to a point '?Pposite H.E.S. 346+00 and 50 feet
southwesterly therefrom: thence South 170 10'48" East, a dIstance of 50 feet to a point opposite
H.E.S. 346+50 and 50 feet southwesterly therefrom: thence South 22053'28" East, a dIstance
of 50.25 feet to a point opposite H.E.S. 347+00 and 45 feet southwesterly therefrom; thence
South 170 10'48" East, a distance of 90.24 feet to a point opposite H.E.S. 347+90.24 and 45
feet southwesterly therefrom; thence South 860 10'38" East to said southwesterly right of way
of Beaver Valley Road, County Road No. 941507 at a point opposite H.E.S. 347+96.00 and
30 feet southwesterly therefrom: thence northwesterly along saId southwesterly right of way to
the point of beginning.
JEFFCO#3.82001W
821182001 (W'ly)
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JEFFCO#3.73003S
821073003 (S'ly)
That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the northeasterly
right of way line of Beaver Valley Road, County Road No. 941507, described as follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 338+62.72 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeasterly
therefrom; thence South 790 46'38" East to a point opposite H.E.S. 338+64.94 and 50 feet
northeasterly therefrom; thence South 200 52'22" East, a distance of 175.31 feet to a point
opposite H.E.S. 340+50 and 80 feet northeasterly therefrom; thence southeasterly along a non-
tangent CUlVe having a radius of 1352.40 feet, concave to the northeast, an arc distance of 59.51
feet through a central angle of 020 31' 16" to a point opposite H.E.S. 341 + 13.03 and 80 feet
northeasterly therefrom; thence South 170 10'48" East, a distance of 86.97 feet to a point
opposite H.E.S. 342+00 and 80 feet northeasterly therefrom; thence South 04 0 37'21" West,
a distance of 107.70 feet to a point opposite H.E.S. 343+00 and 40 feet northeasterly
therefrom: thence South 170 10'48" East, a distance of 76.14 feet to the south line of said
Southwest quarter of the Southwest quarter at a point opposite H.E.S. 343+76.14 and 40 feet
northeasterly therefrom: thence North 860 10'38" West along said south line to said
northeasterly right of way line of Beaver Valley Road, County Road No. 941507 at a point
opposite H.E.S. 343+72.30 and 30 feet northeasterly therefrom: thence northwesterly along said
northeasterly right of way to the point of beginning.
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JEFFCO#3.73003N
821073003 (N'ly)
That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying easterly of the easterly right of
way line of Beaver Valley Road, County Road No. 941507, described as follows:
Beginning on the easterly right of way of said Beaver Valley Road, County Road No. 941507
at a point opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
333+86.31 as shown on the Right of Way Plans for the Beaver Valley Road Improvement,
Project No. 0811, approved November 26, 1990, and 30 feet easterly therefrom; thence South
860 06'53" East to a point opposite H.E.S. 333+89.24 and 50 feet easterly therefrom; thence
South 01039'50" West, a distance of 110.76 feet to a point opposite H.E.S. 335+00 and 50
feet easterly therefrom; thence South 060 52'01" East, a distance of 147.20 feet to a point
opposite H.E.S. 336+45.77 and 71.84 feet easterly therefrom; thence North 250 22'38" West
to said easterly right of way of Beaver Valley Road, County Road No. 941507 at a point
opposite H.E.S. 335 +63.61 and 30 feet easterly therefrom; thence northerly along said easterly
right of way to the point of beginning.
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821183004
That portion of the Southeast quarter of the Southwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 386+10.82 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0579, approved Novmeber 26, 1990, and 30 feet northeasterly
therefrom; thence South 860 36'21" East along the north line of said Southeast quarter of the
Southwest quarter to a point opposite H.E.S. 386+ 15.57 and 40 feet northeaSterly therefrom;
thence South 220 01 'SO" East, adistancc of 396.19 feet to the east line of said Southeast quarter
of the Southwest quarter at a point opposite H.E.S. 390+11.76 and 40 feet northeasterly
therefrom; thence South 010 25'05. West along said east line, a distance of 25.13 feet to said
northeasterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.E.S. 390+34.81 and 30 feet northeasterly therefrom;. thence northwesterly along said
northeasterly right of way to the point of beginning.
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JEFFCO#3.73007
821073007
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That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying easterly of the easterly right of
way line of Beaver Valley Road, County Road No. 941507, described as follows:
Beginning on the easterly right of way of said Beaver Valley Road, County Road No. 941507
- at a point opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
335+63.61 as shown on the Right of Way Plans for the Beaver Valley Road Improvement,
Project No. 0811, approved November 26, 1990, and 30 feet easterly therefrom; thence South
25022'38" East to a point opposite H.E,S. 336+45.77 and 71.84 feet easterly therefrom; thence
South 350 37'09" West, a distance of 63.90 feet to a point opposite H.E.S. 337+00 and 35 feet
easterly therefrom; thence along a non-tangent curve having a radius of 1397.49 feet, concave
to the east, an arc distance of 160.05 feet through a central angle of 060 33'44" to a point
opposite H.E.S. 338+64.05 and 35 feet easterly therefrom; thence North 790 46'38" West to
said easterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.E.S. 338+62.72 and 30 feet easterly therefrom; thence northerly along said easterly right of
way to the point of beginning.
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821182001 (E'ly-N'ly)
That portion of the Northwest quarter of the Northwest quarter of Section 18, Township 28
North, Range.l &st,W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 343+72.30 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeasterly
therefrom; thence South 860 10'38" East along the north line of said Northwest quarter of the
Northwest quarter to a point opposite H.E.S. 343+76.14 and 40 feet northeasterly therefrom;
thence South 170 10'48" East, a distance of 103.21 feet to the northeasterly right of way of Old
Beaver Valley Road at a point opposite H.E.S. 344+79.35 and 40 feet northeasterly therefrom;
thence North 460 26'41" West along the northeasterly right of way of said Old Beaver Valley
Road to said northeasterly right of way of Beaver Valley Road, County Road No. 941507 at a
point opposite H.E.S. 344+61.50 and 30 feet northeasterly therefrom; thence northwesterly
along said northeasterly right of way to the point of beginning.
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821182001 (E'ly-S'ly)
That portion of the Northwest quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly' of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 345+25.55 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November26, 1990, and 30 feet northeasterly
therefrom; thence South 420 55'50" East, along the southwesterly right of way of Old Beaver
Valley Road, a distance of 4.55 feet to a point opposite H.E.S. 345+29.65 and 31.98 feet
northeasterly therefrom; thence South 31 0 42'13" East along the southwesterly right of way of
said Old Beaver Valley Road, a distance of 62.99 feet to the East line of said Northwest quarter
of the Northwest quarter at a point opposite H.E.S. 345+90.62 and 47.77 feet northeasterly
therefrom; thence South 010 21'23" West along said east line to said northeasterly right of way
of Beaver Valley Road, County Road No. 941507, at a point opposite H.E.S. 346+43.62 and
30 feet northeasterly therefrom; thence northwesterly along said northeasterly right of way to
the point of beginning.
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821182003
That portion of the Southeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying southwesterly of the
southwesterly right of way line of Beaver Valley Road, County Road No. 941507, described
as folIows:
Beginning on the southwesterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 357+66.00 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet westerly therefrom;
thence North 860 19'07" West along the north line of said Southeast quarter of the Northwest
quarter to a point opposite H.E.S. 357+65.37 and 35 feet westerly therefrom; thence southerly
along a non-tangent curve having a radius of 919.93 feet, concave to the southwest, an arc
distance of 72.16 feet through a central angle of 040 29'39" to a point opposite H.E.S.
358+40.27 and 35 feet westerly therefrom; thence South 01008'20" West, a distance of 9.73
feet to a point opposite H.E.S. 358+50 and 35 feet westerly therefrom; thence South 320
06'13" West, a dIstance of 58.31 feet to a point opposite H.E.S. 359+00 and 65 feet westerly
therefrom; thence South 010 08' 20" West a distance of 70.72 feet to a point opposite H.E.S.
359+70.72 and 65 feet westerly therefrom; thence southerly along a tangent curve having a
radius of 1497.39 feet, concave to the east, an arc distance of 187.41 feet through a central
angle of 070 10'16" to a point opposite H.E.S. 361 +50 and 65 feet westerly therefrom; thence
South 01028'36" East, a distance of 52.10 feet to a point opposite H.E.S. 362+00 and 70 feet
southwesterly therefrom; thence South 290 25'21" East, a distance of 53.85 feet to a point
opposite H.E.S. 362+50 ~d 50 feet southwesterly therefrom; thence South 130 19'53" East,
a distance of 50.25 feet to a point opposite H.E.S. 363+00 and 45 feet southwesterly
therefrom; thence South 070 37'12" East, a distance of 100 feet to a point opposite H.E.S.
364+00 and 45 feet southwesterly therefrom; thence South 18055'51" East, a distance of50.99
feet to a point opposite H.E.S. 364+50 and 35 feet southwesterly therefrom; thence South 070
37'12" East, a distance of 150 feet to a point opposite H.E.S. 366+00 and 35 feet
southwesterly therefrom; thence South 080 46'17" West, a distance of 52.71 feet to a point
opposite H.E.S. 366+50 and 50 feet southwesterly therefrom; thence South 09001'16" East,
a distance of 51.31 feet to a point opposite H.E.S. 367+00 and 50 feet southwesterly
therefrom; thence South 160 05'37" East, a distance of 51.49 feet to a point opposite H.E.S.
367+50 and 45 feet southwesterly therefrom; thence southeasterly along a non-tangent curve
having a radius of 1954.86 feet, concave to the northeast, an arc distance of 204.71 feet through
a central angle of 060 00'00" to a point opposite H.E.S. 369+50 and 45 feet southwesterly
therefrom; thence South 29006'19" East, a distance of 52.02 feet to a point opposite H.E.S.
370+00 and 35 feet southwesterly therefrom; thence southeasterly along a non-tangent curve
having a radius of 1944.86 feet, concave to the northeast, an arc distance of 110.64 feet to the
south line of said Southeast quarter of the Northwest quarter at a point opposite H.E.S.
371 + 14.89 and 35 feet southwesterly therefrom; thence South 860 27'37" East along said
south line to said southwesterly right of way of Beaver Valley Road, County Road No. 941507
at a point opposite H.E.S. 371 + 17.28 and 30 feet southwesterly therefrom; thence
northwesterly and northerly along said southwesterly right of way to the point of beginning.
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821182004 (S'ly-E'ly)
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That portion of the Northeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 357+29.63 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeasterly
therefrom; thence North 020 52'53" East along the easterly right of way of Old Beaver Valley
Road, a distance of 31.04 feet to a point opposite H.E.S. 357+00 and 35 feet northeasterly
therefrom; thence southeasterly along a non-tangent curve 'having a radius of 989.93 feet,
concave to the southwest, an arc distance of 76.40 feet through a central angle of 04 0 25' 18"
to the south line of said Northeast quarter of the Northwest quarter at a point opposite H.E.S.
357+73.70 and 35 feet easterly therefrom; thence North 860 19'07" West along said south line
to said northeasterly right of way of Beaver Valley Road, County Road No. 941507 at a point
opposite H.E.S. 357+73.14 and 30 feet easterly therefrom; thence northwesterly along said
northeasterly right of way to the point of beginning.
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JEFFCO#3.82004W
821182004 (W'ly)
That portion of the Northeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying southwesterly of the
southwesterly right of way line of Beaver Valley Road, County Road No. 941507, described as
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941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 348+22.58 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet southwesterly
therefrom; thence South 010 21 '23" West along the west line of said Northeast quarter of the
Northwest quar'.er to a point opposite H.E.S. 348+63.34 and 43.67 feet southwesterly
therefrom; thence South 220 53'27" East, a distance of 36.84 feet to a point opposite H.E.S.
349+00 and 40 feet southwesterly therefrom; thence South 170 10'48" East, a distance of 50
feet to a point opposite H.E.S. 349+50 and 40 feet southwesterly therefrom; thence
northeasterly, normal to said centerline, a distance of 5 feet to a point opposite H.E.S. 349+50
and 35 feet southwesterly therefrom; thence South 170 10'48" East, a distance of 250 feet to a
point opposite H.E.S. 352+00 feet and 35 feet southwesterly therefrom; thence southwesterly,
normal to said centerline, a distance of 5 feet to a point opposite H.E.S. 352+00 and 40 feet
southwesterly therefrom; thence South 170 10'48" East, a distance of 100 feet to a point
opposite H.E.S. 353+00 and 40 feet southwesterly therefrom; thence South 11 028'09" East,
a distance of 100.50 feet to a point opposite H.E.S. 354+00 and 50 feet southwesterly
therefrom; thence South 170 10'48" East, a distance of 100 feet to a point opposite H.E.S.
355+00 and 50 feet southwesterly therefrom; thence South 330 56'09" East, a distance of51.64
feet to a point opposite H.E.S. 355+50 and 35 feet southwesterly therefrom; thence
southeasterly along a non-tangent curve having a radius of919.93 feet, concave to the southwest,
an arc distance of 207.47 feet through a central angle of 120 55'18" to the south line of said
Northeast quarter of the Northwest quarter at a point opposite H.E.S. 357+65.37 and 35 feet
southwesterly therefrom; thence South 860 19'07" East along said south line to said
southwesterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.B.S. 357+66.00 and 30 feet southwesterly therefrom; thence northwesterly along said
southwesterly right of way to the point of beginning.
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JEFFCO#3.82004NE
821182004 (N'ly-E'ly)
That portion of the Northeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, describe as
follows:
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at a point opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
346+43.62 as shown on the Right of Way Plans for the Beaver Valley Road Improvement,
Project No. 0811, approved November 26, 1990, and 30 feet northeasterly therefrom; thence
North 010 21'23" East along the west line of said Northeast quarter of the Northwest quarter
to a point opposite H.E.S. 346+28.72 and 35 feet northeasterly therefrom; thence South 170
10'48" East, a distance of 771.28 feet to a point opposite H.E.S. 354+00 and 35 feet
northeasterly therefrom; thence northeasterly, normal to said centerline, a distance of 5 feet to
a point opposite H.E.S. 354+00 and 40 feet northeasterly therefrom; thence South 170 10'48"
East, a distance of 150 feet to a point opposite H.E.S. 355+50 and 40 feet northeasterly
therefrom; thence South 200 14'42" East, a distance of 10.66 feet to the westerly right of way
of Old Beaver Valley Road at a point opposite H.E.S. 355+60.20 and 40.80 feet northeasterly
therefrom; thence southerly along said westerly right of way and along a non-tangent curve
having a radiu; 216.63 feet, concave to the east, an arc distance of 27.24 feet through a central
angle of 070 12'16" to said northeasterly right of way of Beaver Valley Road, County Road No.
941507 at a point opposite H.E.S. 355+84.29 and 30 feet northeasterly therefrom; thence
northwesterly along said northeasterly right of way to the point of beginning.
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JEFFCO#3.82005N
821182005 (N'ly)
That portion of the Southeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying easterly and northeasterly
of the easterly and northeasterly right of way line of Beaver Valley Road, County Road No.
941507, described as follows:
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Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 357+73.14 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet easterly therefrom;
thence South 860 19'07" East along the north line of said Southeast quarter of the Northwest
quarter to a point opposite H.E.S. 357+73.70 and 35 feet easterly therefrom; thence southerly
along a non-tangent curve having a radius of 989.93 feet, concave to the southwest, an arc
distance of 27.27 feet through a central angle ofOl" 34'42" to a.point opposite H.E.S. 358+00
and 35 feet easterly therefrom; thence South 100 47'57" East, a distance of 52.60 feet to a point
opposite H.E.S. 358+50 and 45 feet easterly therefrom; thence South 010 08'20" West, a
distance of 120.72 feet to a point opposite H.E.S. 359+70.72 and 45 feet easterly therefrom;
thence southerly along a tangent curve having a radius of 1387.39 feet, concave to the east, an
arc distance of 125.22 feet through a central angle of 050 10'16" to a point opposite H.E.S.
361 +00 and 45 feet easterly therefrom; ther.ce South 060 35'40" West, a distance of 49.62 feet
to a point opposite H.E.S. 361 +50 and 35 feet easterly therefrom; thence southeasterly along
a non-tangent curve having a radius of 1397.39 feet, concave to the northeast, an arc distance
of 38.73 feet through a central angle of 010 35'16" to a point opposite H.E.S. 361 +89.59 and
35 feet easterly therefrom; thence South 070 37'12" East, a distance of 191.18 feet to a point
opposite H.E.S. 363+80.77 and 3S feet northeasterly therefrom; thence North 86027'37" West,
parallel with the south line of said Southeast quarter of the Northwest quarter, to said
northeasterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.E.S. 363+79.78 and 30 feet northeasterly therefrom; thence northwesterly along said
northeasterly right of way to the point of beginning.
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JEFFCO#3.8200sS
821182005 (S'ly)
That portion of the Southear.t quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 368+44.39 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeas~ly
therefrom; thence South 860 27'37. East, parallel with the south line of said Southeast quarter
of the Northwest quarter to a point opposite H.E.S. 368+49.16 and 45 feet northeasterly
therefrom; thence southeasterly along a non-tangent curve having a radius of 1864.86 feet,
concave to the northeast, an arc distance of 122.57 feet through a central angle of 03045'57"
to a point opposite H.B.S. 369+74.81 and 45 feet northeasterly therefrom; thence North 860
27'37. West, parallel with the south line of said Southeast quarter of the Northwest quarter to
said northeasterly right of way of Beaver Valley Road, County Road No. 941507 at a point
opposite H.E.S. 369+68.79 and 30 feet northeasterly therefrom; thence northwesterly along said
northeasterly right of way to the point of beginning.
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821182007
That portion of the Southeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 369+68.79 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeasterly
therefrom; thence South 860 27'37" East, parallel with the south line of said Southeast quarter
of the Northwest quarter, to a point opposite H.E.S. :369+74.81 and 45 feet northeasterly
therefrom; thence South 230 02'36" East, a distance of73.49 feet to a point opposite H.E.S.
370+50 and 50 feet northeasterly therefrom; thence South 120 43'10" East, a distance of98.13
feet to the south line of said Southeast quarter of the Northwest quarter at a point opposite
H.E.S. 371 +48.38 and 35 feet northeasterly therefrom; thence North 860 27'37" West along
said south line to said northeasterly right of way of Beaver Valley Road, County Road No.
941507 at a point opposite H.E.S. 371+47.43 and 33 feet northeasterly therefrom; thence
northwesterly along said northeasterly right of way to the point of beginning.
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821182006
That portion of the Northwest quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in 1efferson County, Washington, lying southwesterly of the
southwesterly right of way line of Beaver Valley Road, County Road No. 941507, described
as follows:
Beginning on the southwesterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 347+96.00 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet southwesterly
therefrom; thence North 860 10'38" West to a point opposite H.E.S. 347+90.24 and 45 feet
southwesterly therefrom; thence South 170 10'48" East, a distance of 59.76 feet to a point
opposite H.E.S. 348+50 and 45 feet southwesterly therefrom; thence South 220 53'27" East,
a distance of 13.41 feet to the east line of said Northwest quarter of the Northwest quarter at
a point opposite H.E.S. 348+63.34 and 43.67 southwesterly therefrom; thence North 010
21'23" East along said east line to said southwesterly right of way of Beaver Valley Road,
County Road No. 941507 at a point opposite H.E.S. 348+22.58 and 30 feet southwesterly
therefrom; thence northwesterly along said southwesterly right of way to the point of beginning.
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JEFFCO#3.82008
821182008
That portion of the Southeast quarter of the Northwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying northeasterly of the
northeasterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the northeasterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite the centerline Highway Engineers Station (hereinafter referred 10 as
H.E.S.) 363+79.78 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0811, approved November 26, 1990, and 30 feet northeasterly
therefrom; thence South 860 27'37" East, parallel with the south line of said Southeast quarter
of the Northwest quarter, to a point. opposite H.E.S. 363+80.77 and 3S feet northeasterly
therefrom: thence South (J70 37'12" East, a distance of 247.53 feet to a point opposite H.E.S.
366+28.30 and 35 feet northeasterly therefrom: thence southeasterly 3Iong a tangent curve
having a radius of 1874.86 feet, concave to the northeast, an arc distance of 119.47 feet through
a central angle of 030 39'04" to a point opposite H.E.S. 367+50 and 35 feet northeasterly
therefrom: thence'&luth 230 34'00" East 49.96 feet to a point opposite H.E.S. 368+00 and 45
feet northeasterly therefrom: thence southeasterly along a non-tangent curve having a radius of
1864.86 feet, concave to the northeast, an arc distance of 48.11 feet through a central angle of
01028'42" to a point opposite H.E.S. 368+49.16 and 45 feet northeasterly therefrom: thence
North 860 27'37" West, para1lel with the south line of said Southeast quarter of the Northwest
quarter, to said northeasterly right of way line of Beaver Valley Road, County Road No. 941507
at a point opposite H.E.S. 368+44.39 and 30 feet northeasterly therefrom; thence northwesterly
nIong said northeasterly right of way to the point of beginning.
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JEFFCO#3.730048
821073004 (S'ly)
That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying northerly of the northerly right
of way line of Larson Lake Road, County Road No. 503008, described as follows:
Beginning on the northerly right of way of said Larson Lake Road, County Road No. 503008
at a point opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
2+60.32 as shown on the Right of Way Plans for the Beaver Valley Road Improvement, Project
No. 0811, approved November 26, 1990, and 30 feet northerly therefrom; thence South 890
02'38" East along a line parallel with and 25 feet southerly (normal to) of the centerline of the
existing Larson Lake Road, a distance of 149.60 feet to a point opposite H.E.S. 1 + 10.91 and
37.48 feet northerly therefrom; thence easterly along a tangent curve having a radius of 80.00
feet, concave to the southwest, an arc distance of 39.11 feet through a central angle of 280
00'43" to said northerly right of way of Larson Lake Road, County Road No. 503008 at a point
opposite H.E.S. 0+72.91 and 30 feet northerly therefrom; thence North 860 10'38" West along
said northerly right of way, a distance of 187.41 feet to the point of beginning.
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821073004
That portion of the Southwest quarter of the Southwest quarter of Section 7, Township 28 North,
Range 1 East, W.M., in Jefferson County, Washington, lying westerly and southwesterly of the
westerly and southwesterly right of way line of Beaver Valley Road, County Road No. 941507
and lying northerly of the northerly right of way line of the existing Larson Lake Road,
described as follows:
Beginning on the westerly right of way of said Beaver Valley Road, County Road No. 941507
at a point opposite centerline Highway Engineers Station (hereinafter referred to as H.E.S.)
332+38.87 as shown on the Right of Way Plans for the Beaver Valley Road Improvement,
Project No. 0811, approved November 26, 1990, and 30 feet westerly therefrom; thence North
860 06'53" West along the north line of said Southwest quarter of the Southwest quarter to a
point opposite H.E.S. 332+38.68 and 35 feet westerly therefrom; thence South 010 39'50"
West, a distance of 403.26 feet to a point opposite H.E.S. 336+41.94 feet and 35 feet westerly
therefrom; thence southeasterly along a tangent curve having a radius of 1467.40 feet, concave
to the northeast, an arc distance of213.15 feet through a central angle of 080 19'21" to a point
opposite H.E.S. 338+50 and 35 feet southwesterly therefrom; thence southwesterly (normal to
said centerline), a distance of 30 feet to a point opposite H.E.S. 338+50 and 65 feet
southwesterly therefrom; thence southeasterly along a non-tangent curve having a radius of
1497.40 feet, concave to the northeast, an arc distance of 26.14 feet through a central angle of
010 00'00" to a point opposite H.E.S. 338+75 and 65 feet southwesterly therefrom; thence
northeasterly (normal to said centerline), a distance of 30 feet to a point opposite H.E.S.
338+75 and 35 feet southwesterly therefrom; thence southeasterly along a non-tangent curve
having a radius of 1467.40 feet, concave to the northeast, an arc distance of 179.28 feet through
a central angle of 070 00'01" to a point opposite H.E.S. 340+50 and 35 feet southwesterly
therefrom; thence South 350 29'12" West, a distance of 83.45 feet to a point opposite H.E.S.
341 +00 and 100 feet southwesterly therefrom; thence southeasterly along a non-tangent curve
having a radius of 1532.40 feet, concave to the northeast, an arc distance of 13.94 feet through
a central angle of 00031'16" to a point opposite H.E.S. 341 + 13.03 and 100 feet southwesterly
therefrom: thence South 170 10'48" East, a distance of 111.88 feet to a point opposite H.E.S.
342+24.91 and 100 feet southwesterly therefrom and a point opposite H.E.S. 213+21. 74 being
30 feet northerly of the centerline of the existing Larson Lake Road; thence North 890 02'38"
West, a distance of 121.17 feet to a point opposite H.E.S. 212+00.57 and 30 feet northerly
therefrom: thence southerly (normal to the centerline of said Larson Lake Road), a distance of
5 feet to said northerly right of way of the existing Larson Lake Road at a point opposite H.E.S.
212+00.57 and 25 feet northerly therefrom; thence South 890 02'38" East along said northerly
right of way to said southwesterly right of way of Beaver Valley Road, County Road No.
941507 at a point opposite H.E.S. 342+53.10 and 30 feet southwesterly therefrom; thence
northwesterly and northerly along said southwesterly and westerly right of way of Bcaver ValJey
Road, County Road No. 941507 to the point of beginning.
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821183010
That portion of the Northeast quarter of the Southwest quarter of Section 18, Township 28
North, Range 1 East, W.M., in Jefferson County, Washington, lying southwesterly of the
southwesterly right of way line of Beaver Valley Road, County Road No. 941507, described as
follows:
Beginning on the southwesterly right of way of said Beaver Valley Road, County Road No.
941507 at a point opposite centerline Highway Engineers Station (hereinafter referred to as
H.E.S.) 371+17.28 as shown on the Right of Way Plans for the Beaver Valley Road
Improvement, Project No. 0579, approved November 26, 1990, and 30 feet southwesterly
therefrom; thence North 860 27'37. West along the north line of said Northeast quarter of the
Southwest quarter to a point opposite H.E.S. 371 + 14.89 and 35 feet southwesterly therefrom;
thence South 22001'50. East, a distance of 35.11 feet to a point opposite H.E.S. 371+50 and
35 feet southwesterly therefrom; thence southwesterly, normal tQ said centerline, to a point
opposite H.E.S. 371 +50 and 50 feet southwesterly therefrom; thence South 220 01 '50" East,
a distance of 150 feet, to a point opposite H.E.S. 373+00 and 50 feet southwesterly therefrom;
thence South 380 43'50. East, a distance of 52.20 feet to a point opposite H.E.S. 373+50 and
35 feet southwesterly therefrom; thence northeasterly, normal to said centerline, to said
southwesterly right of way of Beaver Valley Road, County Road No. 941507 at a point opposite
H.E.S. 373+50 and 30 feet southwesterly therefrom; thence northwesterly along said
southwesterly right of way to the point of beginning.
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<FORM_IOO.WKI> JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
I UPDATED: 11/15/90
PROJECT NAME' BEAVER VALLEY ROAD SO
PROJECT NO.: CROS79
OBJ. PROJ. WORK BREAKDOWN .., PRIOR YEAR YEAR REMAINING
1/ DESCRIPTION COST (A) (B) (C) YEARS 1990 1991 YEARS
.10 Salaries 515.877 55.200 51,866 58.811 51,401 51,932 512,544 SO
.12 Overtime 5890 5890 $0 $890 $0
,20 Benefits $5,700 $1,768 $634 $3,298 $627 $876 $4,197 SO
.31 Supplies SO
,41 Professional Services 553,500 $47,000 $3,500 $3.000 521,525 527,475 $4,500 SO
.43 Travel SO
.44 Advertising $397 582 565 $250 $47 $100 $250 SO
.45 Equipment Rental SO
.48 Repairs & Maintenance SO
.49 Miscellaneous SO
.51 Intergov. Prol. Services 52,200 $2,200 52.200 $0
.61 Land/Right 01 Way $2,000 52,000 52.000 SO
.62 Buildings & Structures SO
.63 Olher Imnrovemenls SO
.64 Machinery & Enulpment $0
.65 Construction Projects 5150,975 5150.975 $150.975 SO
.91 Interfund Prof. Services SO
.95 Interfund Equipment Renlal $7 $7 $7 SO
TOTAL: $231,546 $54,057 $8,065 $169,424 523,600 $30,390 $177.556 $0
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1990 1991 YEARS
LOCAL... ROAD FUNDS 535,056 $23.600 $11 ,458
(A) Prellnlnary Eng.
-
STATE... RAP $135,540 .135,540
(8) Right 01 Way PWTF $60,948 '18,932 142,018
FEDERAL...
(C) Conslructlon
TOTAL PROJECT COST $231,646 $231,548 $23 600 530,390 5177.668 SO
-1 ACCOUNTINO: PREPARED BY: B. LAURIE DATE: 1J115/110
CHECKED BY: DATE:
I APPROVED BY: DATE:
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JEFFERSON coUNTY
DJ!.PAR"fMENT OF PUDUC WORKS
PROJECI' BUDGET WORKSHEET
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~ PROJECT NO.: '--:- ;7?J ,~ //
PROJECr NAME: ;;' i:>;, ., ;?' r' CR.!'~LUTJON I:
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08.1. PROJ. I . ;'fi-f// ~;',\1If/1 m:~ INSPECT R/W/lANQ CONST ADMIN. VEAR YEAR vi;;isI-
. DESCRIPTION COST .121 .200 .3001.3'0 ,g12 ~ /990 .1'/ ~ /
~ +-_ ;'lel /.~ /. I, ,r; s::'.71''\~':\ t"...,;:JC':"> /o":'.J ':::It:') 7~'2.'"2. '7,.~..,../ /3 .'.?,~)
f4. +-~'r1lm.e .0;'1),"'" 7,,~ ~~ "...... ';;;...... /,-60 ' ~?c.,.,
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.31 SUpplle.
.41 Pro,...iunaJ Service. 07 d(;t? I '7/';? ,., ~o '),r,~ 7../ ,?:..-/ "7 .o;,-,~.~ ?,.I);~) '21 /7.'5 ?I ? 4.-' 10,0/-5'
~- I-T~.!'I . 6D Q-"7
.44 Ad.trll.l.a ~ -=rO q,~o "0 --;'(.)3
.46 EqUip;"'.t IItn."
.41 flen"" & Mllnl....n..
.~!. ~u.~.~J!a.!!.~-- ..;r:~-""'y;J I :.. ""bC\ ~505
.51 ,."'1'.... P,of. &.",1oM
.11 Land/Alnh' 01 W.. /-5,(1........-, /:?, ()OO 'l~.,., <) h.t.....';'.)
.12 Bulldl'" & BIN.'U'..
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.84 M.chln.1V a Eauln.....'
.06 CalltI,u..1an "'....... -1').:; t'l~'" " I ".:l'~ .").~),: --::,.'1'" "'I"'l')
?- I-'.I..!und Prof. 110",100.
.0& 1....lund En.lam.n' Ro.'aI ? 7
TOT AL: 421. r,..,;Z CJ i?"::' :'.,,:\ ,"')')() t.(.,ui:3 Z '!-j7Cl .!!5/oa. S,::).} 1~3 7 6'O'~ ,,,"~7 11. 8;:,7.. :ir~{ ?I?
COST PROJECT PROJECT FUNDING ~f^f-:r'''''' -- VEAR VEAR YEAR
DESCRIPTION SU....AfIV BUDGET LOCAL SOURCE OTATE sOuRCE FEDEflN. SOURCE -- -
:lit p;;i;;;;li,~ En",...,I... ~l..~'"-,,')
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CHECKED BY: I DATE:
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1EFFERSON COUNTY'
DEPARTMENT OF PUBUC WORKS
PROJECT COST CALCULATIONS
PROJECT NAME: .i3eO-V,Q/, Uc......a,.(./~ ~.
PROJECt' NO.:
CRP RESOLunOl'11I:
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19'91 -:lz- e/e:~hUIV1
lEFFERSON COUNTY
DEPARTMENT OF PUBUC WORKS
PR01ECT COST CALCULATIONS
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PARCEL NO. NAME TOTAL AREA R/W PERMIT REMAINDER REMARK~
SW 1/4 SEC. 7, T.28N.. R.I E., W.M. -
./ /'821073003 / LOPEMAN. CARL D. ./ 3.724 ACS 0.351 ACS, 3.373 ACS
,/ . 821073004 ~ hIlA631!!:1<l. THOMAS W., MD. ,/ 20.305 ACS 0.417 ACS 19.888 ACS ENllRE PARCEL INCL
RIGHT-OF-WAY BY I
FOR LARSON LAKE f
821073007 JEFFERSON COUNTY. TAX 1 0.510 ACS 0.086 ACS 0.424 ACS
NW 1/4 SEC. 1B, T.28N., R.I E., W.M.
V821182001 ./ ...KAMP;-J.W.,II, '" DEANNE C. ./ 3.299 ACS 0.156 ACS 3.143 ACS ENllRE PARCEL INCL
/
RIGHT-OF-WAY BY
FOR OLD BEAVER VI
- 821182003 "" SLAGI:E. NANCY J. ./' 55.448 ACS 0.553 ACS 54.895 ACS
821182004 ./ COT11ER. HOWARD 38.696 ACS 0.333 ACS 38.363 ACS ENllRE PARCEL INCL
RIGHT-OF-WAY BY
FOR OLD BEAVER V,
/821182005 / 11-tOMPSON. JAMES F. &: MARIL VN M. 22.143 ACS 0.179 ACS -..., 21.964 ACS
/ /821182007 .' 11-tOMPSON. JAMES F. &: MARIL VN M. 0.921 ACS. 0.052 ACS. ("'D.l." 0.869 ACS.
.-821182006 .... MORGENSEN, JOHN ~ ./ 0.514 ACS 0.017 ACS 0.497 ACS
/' --821182008 / HOLMES. DICK W. at MARGARETE 4.687 ACS. 0.027 ACS. 4.640 ACS.
SW 1/4 SEC. 18. T.28N., R.I E., W.M.
821183003 LOPEMAN, CARL D. 18.584 ACS 0.247 ACS 18.564 ACS ENllRE PARCEL INet
RIGHT-OF-WAY BY
, ",-'~=.:::.-, FOR BELFRAGE ROAI
821183004' JOHNSON, JOHN H. ./ 39.293 ACS '-Cl~094 "CS 0.089 ACS 39.199 ACS
/821183010 BREWER, SAMMIE L. ..-"" 9.817 ACS. 0.OB8 ACS 9.729 ACS.
821183011 COl YOTT, WOODROW R. 0.OB1 ACS
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1-49
ROAD WAIVERS
Filed Nov. 25, 1912.
E. J. McConaghy,
to
Je~~erson County.
WAIVER.
Dated Nov. 6, 1912.
J Ri~ht ot Way 60 ~eet in width, over, across and through the
SEZ o~ the SEi in Sec. 18, T. 28 N., R. 1 East.
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1-222 of Road Waivers &
Quit Claim Deeds.
V 490'76 ll'lled May'24th, 1922.
/
F. E. xn~ght and L. H. Knight, husband and wife,
to
County of Jefferson, State of washington.
QCD. Cons. $150.00, etc. Dated May 22nd, 1922.
The Grantors herein, F. E. Knight and L. H. Knight, husband
and wife, for the consideration of $150.00 aod also of benefits
to accrue to them by reason of laying out and establis~ing a
public road through their property, and which is hereafter
described, convey, release and quit-claim to the County of
Jefferson, State of Washington, for use of the Public forever, as
a public road and highway, all interest in the following describ-
ed real estate,viz:
A strip of land ~O feet wide, being 15 feet on either side
of the Center line of the "'Uoa's Crossing Approach Road", as
the same is surveyed and located over and across that part of
the James Tucker Donation Ulaim No. 40, in ~eo. 24, Twp. 29 N.,
R. 2 W., which lies between the Port Townsend Southern Railroad
and the Olympio Highway,' and to the Southward of Moa's orossing
of aaid railway. Said center line if approximately 600 feet
long, situated in the County of Jefferson~ ~tate of Washington.
Dated this 22nd day of May A. ~. 192~.
F. E. Knight
L. H. Knight
, '
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Aoknowledged on Yay 22nd, 1922, in the State of Washington,
County of UlAllam, before O. ~. seal, Notary publio' in and for
said County and State, residing at Dungeness, by F. E. Knight
and L. E. Knight.
(Seal)
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1-255 ;aivers
J. c. phillips and llrs. M. H. PhillipB.
to
Jefferson County.
Waiver. Dated July 11th, 1912. ~iled Aug 16th, 1923.
Right of way 60 feet wide over the SEi of frn} of See 18 in . 28
il'. R. 1 East
Map attached.
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1-257
W AIVER~
Urs. Marearet "l. W"lker.
to
Jefferson Count,'.
Waiver. Doted July 18tr., 1912. FJled aug 16th, 1923.
Right of woy 60 feet wide over SE-;/; of :l'W.; of See 18 in T 28 :r.
V R. 1 East.
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1-256
50642
Filed ~ugust 10cr., lj2J.
ROAD 'llAIV3:..:=t3
O. A. Schanz and Alida G. Schanz,
to
Jefferson County.
WAIV3R. Dated July 8th, 1912.
In the ;,Iatter of the Road Petitioned for by Puget :;1111 Go:;.pany and
others:
The undersigned, being the owners of the following described lana
do in consideration of' the benefits and advantages to ac,crue to them
bv'the location and establishment of the County Road petitioIled for
bY. The Puget 1.fill Company, and others, hereby consent that said road
be established as surveyed, and forever relin~uish unto Jefferson
County a riNht-of-way 60 feet in width, over, across anu throu~~ the
NE~ of the SE:: of the SV/t; as shown upon the accompanying blue print,
approxiffiate 310 feet in lsngth, containing 0.42 acres, of Section 18,
TownShip 28 North, R~~ge 1 East, and waive all claims for danages of
whatever kind which may be occasioned to said lund or any portion of
the same by 't.he looation, establishment and opening of s!:iici. ::toad,
giving a~d gr~nting unto said Jefferson County, the said rtight-of-~ay
vi th full POWSl' and authority to locate, layout and. establish st.ia
road as proposed, and to perpetually maintain the same as a County rOE
1-258
50644
ROAD Wl.IVERS
Filed August 16th, 1923.
Mrs. Harriett P. Owens and Mrs. Leila.P. Merrill,
to
Jefferson County.
WAIVER,
Dated JUly 19th, 1912.
/
In the Matter of the Road Petitioned for by Puget Mill Co. and othert
The undersigned, being the owners of the 1'oll&w1ng desoribed
lend, do, in oonsideration 01' the benefits end advantages to aoorue
to them by the 10oation and establishment 01' the County Road pet! tiol:
ed by puget Mill Co. and others, hereby oonsent that said road be
established as surveyed, and forever relinquish unto Jefrerson Count~
a Right of Way 60 feet in width, over, across and through
North i 01' NE~ Of the SW~, Section 18, Twp. 28 North, Range 1 I
East, BS shown on the attaohed Map, of Seotion 18, Township 28 North"
Range 1 East,
and waive all olaims for damages of whatever kind whioh may be
oooasioned to ssid land or any portion or the same, by the looation,
establishment and opening or said Road, giving and granting unto
said Je1'ferson County the said Right-Of-Way, with full power and
authority to looate, layout and establish said road as propoBed, "
and to perpetually maintain the s~e as a County Road.
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101-247
DEEDS
Herman W. Johnson, bcchelor,
to
County of Jefferson. ,
QCD.~~ar 25, 1931.~~r 24, 19~1.
~. p ~ ~ f~,,u.J.r-7...
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Such additio~al land to the present right of way of sixty feet,
as may be neoess~rr to take oare of oontempl~ted fill, located
on st of SEt of SE~ of l~ of Sea 18 in T 28 N. R. lEast.
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101-261 DEEDS 66071 Filed May 4th, 1931.'
The Grantors herzin, Fred Rich and Leila Rich (husband and wife),
to
County of Jefferson, State 01' Washington.
QUIT CLUJ.! DEED. Dated April 15th, 1931. Cona. ~50.00 ete.
The grantors herein, Fred aioh and Lei1a taoh (husband and wife)
for the eonsiJeration of Fifty Dollars und also of benefits to ~ecrue
to them by reuson of laying out and establishing a publio rOEl.d throuG~
their property; und whioh is herearter described, oonvey, release
bnd quit-olail:l to the County of Jefferson, State or Washington, for
use of the Publio forever, aD a public road and highway, all intere~t
in the following deocribed real estate, viz:
A strip of lund 60 reet wide, being 30 teet on el:1oh side or the
oenter line or Lateral HighwE.y No. J as the same is now surveyed llnd
100Hted over und aorOBS the east half of the southeast quarter of
the oouthweot quarter of Seotion 18 of Townohip 28 ::orth, Range 1 ~af:~
~I. M., ait~~ted in the County of Jafferoon, State 01.' Washington.
Dated this 15th day or ~prl1, A. D, 19hJ1.
Frod Rioh
Leila lUoh
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101-265
DEEDS
Clayton L. H. Smi th a IJd Janet T. Smi th, h and w,
to
County o~ Je~ferson.
v
QeD. May 5, 1931. May 8tt.. 19~1.
A strip of land 60 ~eet wide being 30 feet on each side of a center
line da:f':
Com at the Section corner co~on to Sections 12 and 1Z in T 28
N. R. 1 West and Sections 18 and 7 in T 28 N. R. 1 East; tr. ence
N 890 09' East 1331.4 feet: thence South l8u 56' East 1~96.1
feet tOf the point of intersection o~ Station 0 ~l~s 00 on the center
line 0 tr~t part of the Chimacum-Port Ludlow R~ad known as
Lateral Highway No.3; thence South 10 91' East 80 feet tc station
o plus 80 to a point on the Nly boundary of the SEt of NWt of See
18 T 28N. R. 1 East, which is the pob;
thence continuing in the said BE! of NVtt of See 18 in T 28 N.
R. 1 East South 10 01' East 265.1 feet; thence on an arc of a
50 curve to the left 189.3 ~eet; thence South 100 29' East 528.1 ~eet:
thence on an arc of a 40 curve to the left 331.7 feet; thence South
230 45' East 45 feet to a point on the Sly boundary of said sEt of NWt
(C'~ ..tinued)
101-265 (2)
DEEDS
except that
shall be 3::
0.94 acres,
acres.
from station 13 plus 50 to station 15 plus 00 the width
feet to the left of the center line, otg 1.97 ac, less
the area o~ the existing rood, or 0 net area of 1,03
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1-594
ROAD WAIVERS
92085
Filed October 22nd, 1940.
Edgar M. Askham and Fred Gaskell,
to
County of Jefferson, State of Washington.
qUIT CLATI~ DEED. Dated Sept. 3rd, 1940.
Cons. $1.00 etc.
~'
The grantors herein, Edgar M. Askham and Fred Gaskell, for the
consideration of $1.00 and also of benefits to accrue to them by
reason of 1..' j ne; out and establiShing a public road through their
property, and .'Ihich is hereafter described, conveys, releases and
quit-claims to the county of Jefferson, State of Washington, for use
of the Public forever, as a public road and highway, all interest in
the following described real estate, viz:
The South 40 feet of the Nwi SEl NEi Section 18, Twp. 28 N. R. 1
E., W. M., lying west of a County Road known as the Philips Road,
approved by the Board Of/Commissioners, March 7, 1934,
County
situated in the County of Jefferson, State of Washington.
1-595
ROID IV.UVERS
92086
Filed October 22nd, 1940.
Emanuel Beifrage,
to
County of Jefferson, State of Washington.
QUIT CLAIM DEED. Dated Oot. 22nd, 1940.
Cons. $1.00 eto.
/
{/
The grantor herein, Emanuel Belfrage, for thG oonsideration or
$1.00 and also of benefits to aocrue to them by reason of laying out
and establishing a public road through their property, end whioh i8
hereafter described, oonveys, releases and quit-olaims to the County
of Jefferson, State of WaShington, for use of the Public forever; 8S
a public road and highway, all interest in the following desoribed
reul estate, viz:
A strip of land 20 feet wide being 10 teet on each side ot the
center line of the Beltrage road as the Same i9 now 100ated over and
aoross tho NW~ SW;i;, Seotion 18, Twp. 28 N. Ii. 1 E., all 00 shown on
plans of said l'08d on rile in tho County Hoed Engineer's of1'ioe,
situated in the Oounty of Jefferson, State ot Washington.
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101-268 to 274.
DEEDS
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Chas. R. UcCormick Lumber Company,
to
Goun~y of Jefferson.
Conveyance and Dedication. Apr 23. 19j1. May 12, 1931.
A strip of land 60 feet wide. sorre being 30 feet on eac~ side of t~e
following described center line:
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Com {;t tr.~ Section corner comr.on to Sections 12 and 13 in T 28
!T. R.' l'E st; thence !l 890 09' East 13~1.4 feet; thence Sonth
180 56' East 1396.1 feet to the P. I. of Section 0 - 00 on the
center line of T,atera1 Highway :10. 3; thence South 10 01' Ellst.
354.4 feet~ thence on on arc of a 50 00' curve to the left 189.3
feet; thence South 100 29' East 528.1 feet; thence on an arc of 0
40 00' curve to the left 331.7 feot; thence South 230 45' East
1850.5 feet; thence on an arc of an 80 00' curve to the left 55.3
feet mol to the Westerly boundary of tr.e swt of SEt of Sec 18
in T 28 li. R. 1 East. which is the plaQe of beginning of this
description;
Thence continuing on an ore of an 80 06' curve to the l~ft,
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101-268 (2'
DEEDS
t
8~4.1 feet mol; thenoe N 850 06' East 167.2 feet; thence on an
ore of an 80 00' ourve to tte left 380.4 feet; thenoe North 540 40'
East 140.0 feet, mol to approximately station 48 - 21.7, a point
on the ~ly boundary of the swt of SEt of Seo 18 in T 28 N. ~. 1 E;
~. exoept t1:at froll' ~tation 37 - 00 to station 38 - 50 on Ue right
side of ~he Center line the Width shall be 50 feet, and from station
. ~ 36 - 50 to station 41 - 00 on the left side of the oenter line the
width sholl be sixty feet and from station 41 - 00 to station
48 - 21.7 a point on the Ely boundary of said quarter seotion.
tre width on the left side of the oenter line Shall be 50 feet,
otg in 01 2.81 aores.
Thenoe continuing in the SEt of SEt of Seo 18 H 540 40' East
237.8 feet;thenoe on an aro of a 100 00' curve to the left 198.3
feet; thenoe North 240 50' East 227.2 feet mol to approximately
I stotion 54 - 85 a point on the Nly boundary of the said SEt of SEt
exoept that from station 54 - 00 on the N1y boundary of said
SEt of SEt to the right of tte oenter line the width shell be 50
feet, and on the left of' the oonter line the wid th she:l1 be 50
feet throughout, otg in nIl 1.27 acres.
Thenoe oontinuing in the NEt of SEt of 6eo 18, IJorth 240 50'
(Continued)
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DEEDS
E8S't 285.3 feet m 0 1; thence on an arc of a 100 00' curve to the'
left 330.0 feet; thence North 10 50' East 169.2 feet; thence on an
aro of a 100 00' curve to the right 585.6 feet; thence North
600 23' East 199.9 feet mol to approximately station 70 _ 54.9
a point on the !Tly boundary of the said NEZ- of SEt, except that rrom
station 54 - 85 to station 60 - 00. the width shall be 50 reet on
each side of the center line and from station 60 - 00 to station
64 - 00. the width shall be 60 feet to the right of the center line
and from station 64 - 85 to station 61 - 00.3 the width shall be
50 feet to the left of the center line, ctg in all 2.96 acres mol.
Commencing at approximately station 72 - 01.9 a point on the ITly
boundary of the SWA of NW~ of See 17 T 28 N. R. 1 East, and which
point is North 00 a9' Easi 79 feet mol from the quarter corner
post between Sections 18 and 17, T 28 N. R. 1 East; thence on an
~ arc of 30 00' curve to the ri~ht 305.7 feet; thence North 730 58'
~. East 398.0 feet; thence on an arc of a 20 00' curve 679.4 feet to
approximately station 86 - 86 a point on ~he Ely boundary of the
said swt of 1fflt, except that from station 72 -01.9 to station
72. - 50 the width shall be 70 feet aDd from station 72 - 60 to
station 75 - 50 the width shall be 50 feet and from station
(Continued)
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(4)
DEEDS
80 - 00 to station 85 - 85 the width shall be 60 feet to the right
of the center line. From station 72-01.9 to station 72-50 the
width shollbe 60 feet and from station 72 - 50 to station 75 _ 50
the width shall be 50 feet to the left of the center line, ctg in
all 2.93 acres.
Thence continuing in the SEt of NWt of See 17 in ~' 28 .il. ii. 1 E
on an arc of a 20 00' curve 69.9 feet to the left; thence North
580 59' East, 323.7 feet; thence on an arc of a 60 00' curve 494.1
feet to the right; thence North 880 38' East 200.6 feet; thenoe on
an arc of a 60 00' curve 204.1 feet to the left; thence North 760
23' East, 80 feet to approximately station 99 - 67.4 a point on the
.Ely boundary of said SE-l of mvt of Section 17 in T 28 If. R. 1 E,
~except that from approximately station 85 - 85 to station 89 _ 00
/the width shall be 60 feet and from station 89 - 00 to station ~O-OO
V the width shall be 70 feet on the right of the center line and
from approximately station 85 - 85 to station 89 - 00 the width
shall be 50 feet and from station 89 - 00 to station ~o - 00 the
width shall be 60 feot and from station 90 - 00 to station ~2 _ 00
the width shall be 50 f,;et to the left of the oenter line, ctg in
all 2.52 aores.
(Continued)
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101-268 (6)
DEEDS
, Thenae continuing in Lot 1 in Sec 17 in T 28 N. .~. 1 .Last, north
760 22' East, 714.0 feet; thence on an arc of a 60 00' curve 160.2
feet to the right, thence North 870 12' East, 573.0 feet; thence '
I~ on an arc of a 100 DO' aurve 305.7 feet; thence ~orth 560 38' East
50 feet; to approxi~te1y station 117 - 90.3, a point on the ~ly
~ boundury of the seid Lot 1 in Sec 17, ctg in all 2.51 acres.
Thence continuing in the NEt of 'Et of Sec 17 in T 28 N. ~. 1
East, North 560 38' East, 176.1 feet; thence on an arc of a 50 00'
curve 205.3 feet to the right; thence North 660 54' East 538.3
feet to approximately station 127 - 10, a point on the E1y boundary
of said ~ of ~t, atg in all 1.27 acres.
Thenae continuing 1n Lot 2 in Sec 16 in ~ 28 ~. R. 1 ~ast,
- North 660 64' East, 187.3 feet; thence on an arc of a 100 00' curve
57.8 feet to the right, thence ~orth 720 41' East 1134.9 feet to
approximately station 140 - 90, a point on the Ely bo~:naary of the
said ~ot 2 Sec 16, except that from station 139 - 00 to station
140 - 90, on both sides of the cen~er line the width shallbe
60 feet, ctg in all 2.08 acres.
Thence continuing in Lot 1 in See 16 in ~ 28 N. ~. 1 East
North 720 41' East 261.1 feet; thence on an arc of a 110 DO' curve
(Continued )
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101-268 (6)
DEEDS
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290 feet to the richt: thence South 750 25' East, 106.7 feet; thence
on an arc of a 600 00' ourve 155.6 feet to the left; thence North
150 27' East 351.6 feet to approximately station 152 - 56, a point
on the N1y bound~ryof Lot 1 in Sea 16, except that from station
140 - 90 to station 147 - 00 the width shall be 60 feet to the
right of the oenter line and from station 140 - 90 to station
146 - 00 the width shall be 60 feet to the left of the oenter line,
atg 2.07 80.
Thenoe continuing in Lot 4 of See 9 in T 28 N. R, 1 East,
North 150 27' East 85.8 feot to station 153 - 40.8, the end of the
projeot, otg in all 12/100 aores,
a total amount of 20.53 aores as shown on the attabhed Blue Prints
of Plan and Profile of Lateral Highway No.3, known as the
Chimaoum-port Ludlow Hoad and which blue print shall beoorre a part
of this agreement.
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MEMORANDUM
DATE: October 24, 1989
TO: Ms, E. D. Simon, Right of Way
FROM: Aubrey Palmer, Office EngineerA~
SUBJECT: Right of Way research for County Road Projects, CR0579,
CR08H.
I'm requesting right of way research be accomplished with
copies of deeds for Beaver Valley Road, Co, Rd. No. 941507, for
widths through Lot 1, Sec. 18, T28N, R1E, and Lot 4 Sec. &, T28N
R1E, as depicted on Roadway Plans approved May 1930, called
Permanent Highway No. 10.
See attached Parcel Map.
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'111 e. / t,.(j ({","of cI"..:,..., /u. Cff thd.. i-..... ~ - q! /380
1(J.;2/~Of,
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CR0579, r/w.
CR0811, r/w,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Por1 Townsend, WA 98368
(206) 385-9160
a8ry A. Rowe, P.E., Director
Robert G, Nesbitt, P,E" County Engineer
April 30, 1992
Mr."Isaac Huang
Public Works Trust Fund
Department of Community Development
P.O. Box 48319
Olympia, WA 98504-8319
Re: Termination and Pay-off ofP. W. T.F. Loan Agreement No. PW-S-90-280-018, Jefferson
CountyPublic Wore, Beaver Valley
Dear Isaac:
As we discussed, Jefferson County wants to terminate the above referenced Loan
Agreement and payoff the amounts borrowed to date.
As reported in the quarterly reports for the project, the Slate of Washington os now the
custodian of this facility so the County has no further need of bonowing any funds.
Please forward to Jefferson County the necessary forms needed to close out the project.
If you have any questions, do not hesitate to contact me.
. Sincerely,
~cia~ -
Road Projects Manager
.
xc:
CROS79, 811, correa --
AnM Sears, PW Accountinl
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JEFFERSO'N COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rows, P.E.. Director
Robe,t G. Nesbitt, P.E.. County Engineer
1820 Je1ferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
May 18, 1992
Vern Wagar, P.E., Director
County Road Administration.Board
2404 Chandler ct., S.W.
olympia, WA 98504-3913
Re: Beaver Valley Rd., CR0579 & CR0811, Project Nos. 0941501 &
0941502
,-
Dear Vern:
As you are aware, the portion of Beaver Valley Rd. covered
by the abovo referenced projects is now state Route 19.
Jefferson county is working with W.S.D.O.T. to comp1ete the
projects, by offering to them the secured funding through the
Rural Arterial Program. The current plan is to have the state
program the projects for construction in the 93-94 biennium, with
W.S.D.O.T. providing the t1Loca1 Match". The contracts between
Jefferson County and C.R.A.B. would remain in affect, with
payment to W.S.D.O.T. handled through a separate agreement
between Jefferson County and W.S.D.O.T.
We feel that this is the best way to serve the motoring
public by completing these projects at the earliest possible time
under the circumstances.
If you have any questions, do not hesitate to contact me.
SinCerelY'~
~esbitt, P.E.
county Engineor
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Robert Holcomb, W.S.D.O.T.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe. P,E,. Director
Rob." G. Nesblll. P.E., County Englne.r
1820 Jefferson Street
P,O, Box 1220
Port Townsend. WA 98368
(206) 385-9160
November 26, 1991
Sammie L. & Cherie C. Brewer
20136 14th Ave. S.
Seattle, WA 98148
Dear property owner,
As you may know, the Washington state Department of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You will be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction wi1l follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
SinCerelY~
~ '
Bruce La rie
Road Projects Manager
xc: CR0811, correD.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1 B20 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 26, 1991
Mr. Woodrow R. Colyott
15080 Wilcox Road
Poulabo, WA 98370
Dear Property owner,
As you may know, the Washington state Department of
Transportation wi11 be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road project. You wi11 be contacted in 1992
regardirlg rights of way acquisitions necessary to proceed with the
project. Construction wi11 follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
SincerelYjrf, ,
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~uce La rie
Road Projects Manager
xc: CR0811, correa.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jellerson Street
P,O. 80x 1220
Port Townsend. WA 98368
(206) 385-9160
Gsry A, Rows, P.E., DIrector
Robert G, Nesbitt, P.E" County EngIneer
November 26, 1991
!{r. John H. Johnson
2513 S. Washington st.
Olympia, WA 98501
"
Dear Property OWner,
As you may know, the Washington state Department of
Transportation will. be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You wi11 be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction wi11 follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
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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
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P,E.. County Engineer
. '>..
November 26, 1991
Mr. Carl D. Lopeman
3911 Rhody Drive
Chimacum, WA 98325
Dear Property OWner,
As you may know, the Washington state Department. of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You will be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction wi11 follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions plBase call.
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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 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Rober' G, Nesbitt, P.E" County Engineer
November 26, 1991
DickW. & Margaret E. HolmB
7015 Beaver Valley Road
Port Ludlow, WA 98365
Dear property OWner,
As you may know, the Washington s~ate Department of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You will be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
~f you have any questions please call.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robe,t G, Nesbllt. P.E,. County Englnee,
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385,9160
November 26, 1991
"
Mr. John E. Morgansen
1135 Center Road
Chimacum, WA 98325
Dear Property owner,
As you may know, the Washington state Department of
Transportation will be taking over jurisdiction of the Beaver
valley Road (SR19) in the spring of 1992.
. Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You wi11 be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please can..
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SinCer~elY'
dhL ~
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Road Projects Manager
xc: CR0811, corres.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
1820 Jefferson Street
P.Q, Box 1220
Port Townsend, WA 98368
(206) 385-9160
November 26, 1991
James F. & Marilyn M.Thompson
7013 Beaver valley Road
Port Ludlow, WA 98365
.'
Dear Property OWner,
As you may know, the Washington state Department of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the State to continue
with the Beaver Valley Road Project. You will be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will fo110w no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
SinCerelY~ .
~~~
Road Projects Manager
xc: CR0811, corres.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E" County Engineer
1820 Jefferson Street
P,O, Box 1220
Pori Townsend, WA 98368
(206) 385-9160
November 26, 1991
Mr. Howard Cottier
181 Old Beaver Valley road
Port Ludlow, WA 98365
Dear Property OWner,
As you may know, the Washington stata Department of
Transportation will be takinq over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You wi~l be contacted in 1992
regardinq rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
~nCerelY~ '
~~~
Road Projects Manaqer
xc: CR0811, corres.
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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
Robert G, Nesbitt, P.E., County Engineer
November 26, 1991
Mrs. Nancy J. Slagle
6940 Beaver Valley Road
Port Ludlow, WA 98365
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Dear Property OWner,
As you may know, the Washington State Department of
Transportation wi11 be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the State to continue
with the Beaver Va11ey Road project. You will be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
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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 98368
(206) 385-9160
GSl)' A. Rows, P,E,. Director
.Robert G. Nesbitt, P.E., County Engineer
November 26, 1991
Mr. & Mrs. J.W. Ramp II
6520 Beaver Valley Road
Port Ludlow, WA 98365
Dear Property Owner,
As you may know, the Washington state Department of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Valley Road Project. You wi11 be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will f0110w no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
.
Sincerel'i
~ &;fe~'
Road Projects Manager
xc: CR0811, corres.
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
GBIY A. Rowe, P,E.. Dlreclor
Roberl G. Nesblll, P.E.. Counly Engineer
November 26, 1991
Carl D. Lopeman
3911 Rhody Drive
Chimacum, WA 98325
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Dear Property OWner,
As you may know, the Washington state Department of
Transportation wi11 be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson county has negotiated with the state to continue
with the Beaver Valley Road Project. You wi11 be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
,'\
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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, 80x 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe. P.E,. Dlrec/or
Robe" G. Nesblll, P,E,. County Engineer
November 26, 1991
Dr. Thomas W.Madsen, M.D.
811 Caroline
Port Angeles, WA 98362
Dear Property Ob~er,
As you may know, the WaShington state Department of
Transportation will be taking over jurisdiction of the Beaver
Valley Road (SR19) in the spring of 1992.
Jefferson County has negotiated with the state to continue
with the Beaver Va11ey Road Project. You wi11 be contacted in 1992
regarding rights of way acquisitions necessary to proceed with the
project. Construction will follow no sooner than 1993.
Your patience in this matter is appreciated.
If you have any questions please call.
Sincerely,
~~_.
Road Projects Manager
xc: CR0811, cerres.
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JEFFERSON COUN'"
PUBLIC WORK!=l ,..'
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Bruce Laurie
Project Manager
Port Townsend WA 98368
April 18, 1991
RE: Beaver Valley Road Widening
"
Thank You Bruce,
I have received the Contract and Right-of-Way Plans for the
Beaver Valley Road widening. As per our April 1, 1991
conversation, I would appreciate a time schedule outlining
the major events this project must evolve through. i.e.: the
beginning and completion of right-of-way acquisition,
Legislative Hearings. and projected date of construction.
To aid our Right-of-Way Agent, I would also appreciate
copies of the title reports Jefferson County may have.
If I can be of service please contact me at 385-4352 or 1-
600-562-6426.
Sincerely,
Cfj~~$;~-
Debra Guttormson
Customer Service Engineer
.
.
Puget 50und Power & Light Company 5erv1clI Center 310 Four Corn~s ROlld Port Townsend, W^ 98368
(206) 385.4352 or 1.80()'5~,6426 (Toll Free)
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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
Robert G. Nesbitt, P.E., County Engineer
Debra Guttormson
CUstomer Service Engineer
Puget Power Service Center
310 Four Corners Road
Port Townsend, WA 98368
Re: Beaver Valley Road improvement, CR0579 & 811, Schedule
Dear Debra:
As you requested, I am enclosing the current schedule for the
above referenced projects. This schedule is subject to change based
on the progress of the riqht of way acquisition, manpower
availability, and funding status. I will keep you informed.
I have met with a majority of the property owners at an
informational meeting that discussed the improvements to be
accomplished and the County right of way process. The relocation
of puget Power's transmission line in the area was mentioned at the
meeting. No other meetings are scheduled at this time.
Also, I have enclosed a copy of the title reports we have
received to date. You may use these at your own risk.
If you have any questions, do not hesitate to contact me.
sincerely,
encl.
xc: CR0579' 811, corres.
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Beaver Valley Schedule. CR0579 and 811
1991 1992
Task JAN FEB MAR APR MAY JUNE JULY AUG SEPT ocr NOV DEC JAN FEB MAR APR MAY IJUNE JULY AUG SEPT ocr NOV DEC
PRELIMINARY ENG.
Plana +++
Conlract Documenl8 ", HI
RIGHT OF WAY
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Appralaal +++ +++ ++*' ,*,
Rovfew Appraisal fI' ", "
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CONSTRUCTION
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Bid Award ,**
Conatructlon '" 'II' **, II'
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24-Apr-91
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O. Box 1220
Porl Townsend, WA 98368
(206) 385-9160
Gary A. ~owe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
November 13, 1990
parametrix
Attn: Diane Lenius
5700 Kitsap Way, suite 202
Bremerton, WA 98312
Re: Prelevel, Pavement Repair, and Soils conditions, Beaver Valley
Road Southerly and Northerly, CR0579 & CR08ll
Dear Diane:
Enclosed for the above referenced projects are the pre level and
pavement repair locations and dimensions, sample prelevel and
pavement repair schedules for inclusion into the plans, the typical
unsuitable foundation removal section and the typical section for
the Beaver Valley Road construction of 1933.
The prelevel and pavement repair information is provided for
inclusion in the plans in the same form as the prelevel and
pavement repair schedules. The quantities shown in the information
needs to be verified by you.
The typical unsuitable foundation removal is the result of soils
investigation by Jefferson County. The area to be removed shown
on the side slope is thought to be a surCharge of "ditch spoils"
dumped over the years by maintenance crews and needs to be removed.
The quantity determined will have to be based on a comparison of
the existing cross section and the original typical sections from
the 1933 plans.
If you have any questions do not hesitate to contact me.
Sincerely,
~-/.
Bruce ~~
Project Coordinator
Encl; ~
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DEPARTMENT OF PUBLIC WORKS
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Gsry A, Rows, P.E" DI,ec/o,
Robert G. Nesbitt, P.E., County Engineer
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
October 29, 1990
Diane Lenius
Parametrix, Inc.
5700 Kitsap Way, Suite 202
Bremerton, Wa 98312
Re: Overlay thickness, CR0579 and CR0811
Dear Diane:
-'
After analyzing the data from the non-destructive pavement
testing, Jefferson County has determined that the overlay thickness
for the Beaver Valley Rd., both projects is 2.1 inches. The over1ay
for the portion of Larson Lake Rd. that is included in the projects
limits requires only a minimum overlay of 1 inch.
If you have any questions, do not hesitate to contact me.
Sincerely,
~~
Project Coordinator
enclose.
xc: CR0579, corres.
CR0811, corres. ~
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JOB NUMBER: 13; I'i?ZD-D ,
FAX TRANS~IISSJO~ INFORMATION SHEET
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
\
Gary A. Rowe, P.E., Director
Robe" G. Ne.blll. P,E,. County Engineer
1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
May 18, 1990
Pete A. Butkus
Public Works Manager .
Department of Community Development
Ninth & Columbia Building, MS/GH-51
Olympia, WA 98504-4151
Re: Loan Agreement No. PW-5-90-280-018, Beaver Valley Road S'ly
& N'ly, CR0579 & CR0811
Dear Mr. Butkus:
Enclosed are the completed original and two copies of the
above referenced Loan Agreement, the original Signature
Authorization Form, and the signed invoice voucher for the first
draw.
In reviewing the Agreement, it was discovered that the term
of the loan is for twenty years. After the Agreement 1s ~ully
executed, a supplement needs to be prepared and executed to reduce
the term to ten years.
If you have any questions, please feel free to contact me.
Sincerely,
.4. -~~~...:...-
~~
Project Coordinator
Enclose.
xc: CR0579, 811,.corre!!l.
DES 01.10 PWTF
100'10 R.eyelld Po".,
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ORIGINAL
PUBLIC WORKS TRUST FUND
LOAN AGREEMENT
NUMBER PW-5-90-280-018
.Jefferson County
PART :J:: ENTIRE AGREEMENT
This agreement, and incorporated attachments, contains all terms
and conditions agreed to by the DEPARTMENT and the LOCAL
GOVERNMENT. An attachment to this agreement, ATTACHMENT 1:: SCOPE
OF WORK, consists of a description of local project activities,
certification of the project's useful 1ife, and identification of
estimated project costs and fund sources and is, by this reference,
incorporated into this agreement as though set forth fully herein.
In addition, ATTACHMENT :J:I: ATTORNEY'S CERTIFICATION, is by this
reference incorporated into this agreement.
The DEPARTMENT and the LOCAL GOVERNMENT have executed this
agreement as of the date and year last written be10w.
DEPARTMENT OF COMMUNITY
DEVELOPMENT
LOCAL GOVERNMENT
.~~- ~"'-"
Name
Name
Chairman. 'Board of Jefferson Co.Commissioners
Title
Title
May 14. 1990
Date
Date
Approved as to Form by
Attorney General
91-6001322
Taxpayer Identification Number
General
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PART II: INTRODUCTION
This loan agreement is made and entered into by and between the
DEPARTMENT OF COMMUNITY DEVELOPMENT, a department of the state of
Washington (referred to as the "DEPARTMENT") on behalf of the
PUBLIC WORKS BOARD (referred to as the "BOARD"), and Jefferson
County (referred to as the "J...oCAL GOVERNMENT").
The DEPARTMENT has received an appropriation from the Washington
state Legislature under the authority of Chapter 43.155 RCW to
provide financial assistance to selected units of local government
for the repair, replacement, reconstruction, rehabilitation, or
improvement of bridges, roads, domestic water systems, sanitary
sewer, and storm sewer systems. Acting under the authority of
Chapter 43.155 RCW, the BOARD has selected the LOCAL GOVERNMENT to
receive a Pub1ic Works Trust Fund 10an for an approved public works
project.
PART IXI: PURPOSE
The DEPARTMENT and the LOCAL GOVERNMENT have entered into this
agreement to undertake a local public works project which furthers
the goals and objectives of the Washington state Public Works Trust
Fund Program. The project wi11 be undertaken by the LOCAL
GOVERNMENT and wi11 include the activities described in ATTACHMENT
X: SCOPE OF WORK, as well as in the Public Works Trust Fund
Application submitted to the BOARD and postmarked on or before
July 15, 1990, by the LOCAL GOVERNMENT and upon which this
agreement is based. The assisted project must be undertaken in
accordance with PART XV: TERMS AND CONDITIONS, and all app1icable
state and 10cal laws and ordinances, which by this reference are
incorporated into this agreement as though set forth fully herein.
PART XV: DImS AND CONDITIONS
The parties to this agreement agree as ro110ws:
4.01 Rate and Term of [~an
The DEPARTMENT, using funds appropriated from tho Public Works
Assistance Account, shall loan the LOCAL GOVERNMENT a sum not to
exceed $491,900. 'The interest rate .hall be three percent (3t)
per annum on the outstanding principal balance. The term of the
loan shall. not exceed twenty year., with the final payment due
July 1, 2010. '
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4.02 Local Pro;ect Share
The LOCAL GOVERNMENT pledges an amount of locally-generated revenue
not less than ten percent (10%) of the total eligible portion of
the project cost not funded by federal or state grants as
identified in ATTACHMENT I: SCOPE OF WORK, to be verified at the
time of project close-out. Any change in the percentage of
locally-generated funds may require an adjustment in the loan
amount or interest rate charged, or both. In such event, the LOCAL
GOVERNMENT agrees to execute an amendment to this agreement
adjusting the loan amount or interest rate, as appropriate.
Local project share must consist of expenditures eligib1e under
WAC 399-30-030(3) and be related only to project activities
described in ATTACHMENT I: SCOPE OF WORK. These expenditures may
be made up to twelve (12) months prior to the execution of the loan
agreement and verified at the time of project close-out. PUBLIC
WORKS TRUST FUND MONIES MAY NOT BE USED TO REIMBURSE THE LOCAL
GOVERNMENT FOR ANY COSTS INCURRED PRIOR TO EXECUTION OF THIS LOAN
AGREEMENT.
4.03 Disbursement of Loan Proceeds
The DEPARTMENT. shall issue warrants to the LOCAL GOVERNMENT for
payment of allowable expenses incurred by the LOCAL GOVERNMENT
while undertaking and administering approved project activities in
accordance with ATTACHMENT I: SCOPE OF WORK. In no event shall the
total Public Works Trust Fund loan exceed ninety percent (90%) of
the eligible actual project costs. The disbursement of loan
proceeds shall be initiated by the LOCAL GOVERNMENT on a washington
State Invoice Voucher form provided by the DEPARTMENT. The loan
funds will be disbursed to the LOCAL GOVERNMENT as follows:
Within thirty (30) days of the fornlal execution of this agreement,
a sum not to exceed fifteen percent (15%) of the approved Public
Works Trust Fund loan shall be disbursed by the DEPARTMENT to the
LOCAL GOVERNMENT.
Within thirty (30) days of the execution of a Notice to Proceed
which follows the formal award of a construction contract, a sum
not to exceed sixty percent (60%) of the approved Public Works
Trust Fund loan shall be disbursed by the DEPARTMENT to the LOCAL
GOVERNMENT, except in the case of engineering services contracts.
If the approved project described in ATTACHMENT I: SCOPE OF WORK
is solely for the completion of engineering studies, a sum not to
exceed sixty percent (60%) of the approved Public works Trust Fund
loan shall be disbursed by the DEPARTMENT to the LOCAL GOVERNMENT
within thirty (30) days of tho execution of a Notice to Proceed
following the formal award of a contract for engineering services.
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At the time of project completion, a Close-out Report ,shall be
submitted to the DEPARTMENT by the LOCAL GOVERNMENT, certifying
total actual project costs. The final Public Works Trust Fund loan
disbursement shall not bring the total 'loan in excess of ninety
percent (90%) of the eligib1e project costs ~ or the total of
$491,900, whichever is less, nor shall this disbursement occur
prior to the completion of all project activities EXCEPT THAT if
a hardship would exist without the infusion of the final loan
monies, the BOARD may authorize the disbursement of a portion of
the remaining 10an funds prior to actual project completion. The
Close-out Report shall serve as a contract AMENDMENT for
determining the final loan amount, interest rate, ~nd 10ca1 share.
In the event that the final costs identified in the Close-out
Report indicate that the LOCAL GOVERNMENT has received Public Works
TrUst Fund monies in excess of ninety percent (90%) of eligible
costs, all funds in excess of ninety percent (90%)sha11 be repaid
to the DEPARTMENT within thirty (30) days of submission of the
C10se-out Report.
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4.04 Interest Earned on Public Works Trust Fund Monies
All interest earned on funds disbursed by the DEPARTMENT and held
by the LOCAL GOVERNMENT shall accrue to the benefit of the LOCAL
GOVERNMENT and be applied to the eligible costs of the approved
project. Benefits shall ~ccrue in one of two ways:
1. Reduce the amount of the Public Works Trust Fund loan.
2. Pay part of the e1igible project costs that are in excess of
ATTACHMENT X: SCOPE OF WORK estimates. (OVerrun of project
costs. )
The LOCAL GOVERNMENT shall establish procedures to ensure that a11
monies received from the Public Works Trust Fund loan can be
readi1y identified and accounted for at any time during the life
of this loan agreement. Such procedures sha11 consist of the
establishment of a separate fund, account, sub-account or any other
method meeting generally accepted acco~nting principlCls..
4.05 Time of Performance
The LOCAL GOVERNMENT shall begin the activities identified within
ATTACHMENT X: SCOPE OF WORK no later than three (3) months after
the date of loan agreement execution and reach project completion
no later than twonty-four (24) months after the date of agreement
execution.
Failure to perform within the time frame described 1n the preceding
paragraph may constitute default of this Agreement and require the
immediate repayment of any loan fu~d.,di.bur..d. . In the eve~t,Qf
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extenuating circumstances, the LOCAL GOVERNMENT may request, in
writing, that the BOARD extend the deadline for project completion.
The BOARD may, by a two-thirds vote, extend the deadline.
This loan agreement shall be in place during the entire term of the
loan regardless of the time of actual project completion.
4.06 Repavment
The LOCAL GOVERNMENT shall repay the loan solely from utility
revenues, general obligation revenues, or a combination thereof and
identified as required by Section 4.04. The name of the fund,
account or sub-accoUnt shall be Pllhli" Wnrkc: Trllc:t: Fllnrl
OPTIONAL UTILITY SYSTEM REPAYMENT
The LOCAL GOVERNMENT shall be obligated to make a11 such repayments
only from the gross revenue of the Jefferson County
utility after the payment of and
interest on any outstanding revenue bonds and bonds issued in the
future on a parity therewith which constitute a lien or charge on
that gross revenue.
Nothing in this section shall ab~olve the LOCAL GOVERNMENT of its
ob~igation to make loan repayments when due and to adjust rates,
fees or surcharges, if necessary, to meet its obligations under
this agreement.
OPTIONAL UTILITY LANGUAGE
AGREED TO BY:
LOCAL GOVERNMENT
Department of
community Development
The first loan repayment under this agreement is due July 1, 1991
and subsequent installments are due on July 1 of each year during
the te~n of the loan. The first repayment under this agreement
shall consist of interest only at the rate of three percent (3')
per annum, calculated on a 360-day yoar of 'l:we1ve 30-day month9,
applied to funds received from the DEPARTMENT. :Interest will begin
to accrue from the date the DEPARTMENT issues each warrant to the
LOCAL GOVERNMENT. Subsequent repayments shall consist of 1/19th of
the principal plus interest on the unpaid balance of the loan. The
final payment shall be an amount sufficient to bring the loan
balance to zero.
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The LOCAL GOVERNMENT has the right to repay the unpaid balance of
the loan in full at any time, and the right to repay at a faster
rate than is provided in this agreement, provided that any such
payment must equal or exceed the amount normally due on an annual
basis.
The LOCAL GOVERNMENT will repay the loan in accordance with the
preceding conditions through the use of a check, money order, or
equivalent means made payable to the DEPARTMENT and sent to:
Department of community Developmen~
Administrative services Division/Fiscal Unit
Ninth and Columbia Building
Mail stop GH-51
Olympia, Washington 98504-4151
4.07 Default in Repavment
Loan repayments shal1 be made to the DEPARTMENT in accordance with
Section 4.06 of this agreement. A payment not received within
thirty (30) days of the due date shall be declared delinquent.
Delinquent payments sha11 be assessed a penalty of twelve percent
(12%) interest per annum calculated on a 360-day year.
Upon default in the payment of any annual installment, the
DEPARTMENT may declare the entire remaining balance of the loan,
together with interest accrued, immediately due and
payable. Failure to exercise its option with respect to any such
repayment in default shall not constitute a waiver by the
DEPARTMENT to exercise such option for any succeeding installment
payment which may then be in default. The LOCAL GOVERNMENT shall
pay the costs and reasonable legal fees incurred by the DEPARTMENT
in any action undertaken to enforce its rights under this section.
4.08 Recordkeecina and Access to Records
The LOCAL GOVERNMENT agrees to keep such records as the DEPARTMENT
may require. Such records will include information pertinent to
work undertaken as part of the project, including demonstration of
comp1iance with the terms and provisions of this agreement and all
applicable state and local laws and ordinances. The LOCAL
GOVERNMENT agrees to retain these records for a period of three
years from the date of project completion.
The DEPARTMENT and duly authorized officials of the state shall
have full access and the right to examine, excerpt, or transcribe
any pertinent documents, papers, records, and books of the LOCAL
GOVERNMENT and of persons, firms, or organizations with which the
LOCAL GOVERNMENT may contract, involving transactions related to
this project and this agreement.
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4.09 Reports
The LOCAL GOVERNMENT, at such times and in such forms as the
DEPARTMENT or the BOARD may require, shall furnish the DEPARTMENT
with such periodic reports as it may request pertaining to the
activities undertaken pursuant to this agreement, inc1uding the
Close-out Report, and any other matters covered by this agreement.
Failure to file periodic reports as requested may result in
termination of this agreement as per Section 4.13.
4.10 7ndemnification
The LOCAL GOVERNMENT will defend, protect, indemnify, save, and
hold harmless the DEPARTMENT, the BOARD, and the State of
Washington from and against any and all claims, costs, damages,
expenses, or l.iability for any or all injuries to persons or
tangible property, arising from the acts or omissions of the LOCAL
GOVERNMENT or any authorized contractor, or any employees or agents
of either in the performance of this agreement, however caused.
In the case of negligence of both the DEPARTMENT and the LOCAL
GOVERNMENT, any damagua allowed shall be 1cvied in proportion to
the percentage of negligence attrib~table to each party.
4.11 Amendments. Modifications. and Waivers
Except for an increase in the amount of the loan governed by this
agreement or for an extension of the time of performance under
Section 4.05, the LOCAL GOVERNMENT or the DEPARTMENT may request
an amendment or modification of this agreement. However, such
amendment or modification shall not take effect until approved in
writing by both the Department and the LOCAL GOVERNMENT and
attached hereto. No conditions or provisions of this agreement may
be waived unless approved by the DEPARTMENT in writing.
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Except as otherwise provided in this agreement, any dispute
concerning a question of fact arising under this agreement thnt is
not disposed of by this agreement shall be decided by a panel
consisting of a representative of the DEPARTMENT, a representative
of the LOCAL GOVERNMENT, and a representative of the BOARD. The
panel shall reduce its decision to writing and furnish a copy to
all parties to the agreement. The decision of the panel shall be
final and conclusive.
This clause does not preclude the consideration of questions of law
in connection with decisions provided for in the preceding
paragraph provided that nothing in this agreement shall be
construed as making final the decisions of any administrative
official, representative, or board on a question of law.
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4.13 Termination for Cause.
If the LOCAL GOVERNMENT fails to comply with the terms of this
agreement, or fails to use the ~oan proceeds on~y for those
activities identified in ATTACHMENT I: SCOPE OF WORK, the
DEPARTMENT may terminate the agreement in whole or in part at any
time. The DEPARTMENT shall promptly notify the LOCAL GOVERNMENT
in writing of its determination to terminate, the reason for
suchtermination, and the effective date of the termination. upon
termination of the loan agreement, the DEPARTMENT shall declare the
entire remaining balance of the loan, together with any interest
accrued, immediately due and payable.
4.14 Governina Law and Venue
This agreement shall be construed and enforced in accordance with,
and the va1idity and performance hereof sha~~ be governed by, the
laws of the state of Washington. Venue of any suit between the
parties arising out of this agreement shall be the Superior Court
of Thurston County, Washington.
4.15 Severabilitv
Zf any provision under this agreement or its application to any
person or circumstances is held invalid by any court of rightful
jurisdiction, this invalidity does not affect other provisions of
the agreement which can be given effect without the invalid
provision.
4.16 Pro;ect Completion
The DEPARTMI::NT will require and notify the LOCAL GOVERNMENT to
initiate a Close-out Report when the activities identified in
ATTACHMENT I: SCOPE OF WORK are completed. The LOCAL GOVERNMENT
will provide the following information to the DEPARTMENT:
1. A description of the actual work performed, in addition to a
certified statement of the actual dollar amounts spent, from all
fund sources, in completing the project as described.
2. Certification that all costs a~sociated with the project have
been incurred. Costs are incurred when goods and services are
received and/or contract work is performed.
3. Copies of the approved closure reports from the Department of
Revenue and the Department of Labor and Zndustries, certifying that
all sales taxes have been paid and ~ppropriate industrial insurance
and prevailing wages have been paid.
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In accordance with Section 4.03 of this agreement, the LOCAL
GOVERNMENT will submit, together with the Close-out Report, a
request for a sum not to exceed the final twenty-five percent (25%)
of the loan amount.
4.17 Audit
Audits of the LOCAL GOVERNMENT'S project activities may be
conducted by the Municipal Division of the state Auditor's Office
in accordance with state 1aw and any guidelines the DEPARTMENT may
prescribe. Payment for the audit shall be ma.de by the LOCAL
GOVERNMENT.
4.18 Pro;ect Sians
If the LOCAL GOVERNMENT displays, during the period covered by this
agreement" signs or markers identifying those agencies
participating financially in the approved pl,'oject, the sign or
marker must identify the Washington state Public Works Trust Fund
as a participant in the project.
PART V: SPECIAL ASSURANCES
The LOCAL GOVERNMENT assures compliance with all applicable state
and 10cal ~aws, requirements, and ordinances as they pertain to the
design, ~mplementation, and administration of the approved
project. Of particular importance are the following:
5.01 ROW 43.155.060
The LOCAL GOVERNMENT shall comply with the provisions of
RCW 43.155.060 regarding competitive bidding requirements for
projects assisted in whole or in part with money from the Public
Works Trust Fund program.
5.02 WAC 399-30-030(3\
The LOCAL GOVERNMENT assures compliance with WAC 399-30-030(3)
which identifies eligible costs for projects assisted with Public
Works Trust Fund loans.
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ATIACHMENT 1: SCOPE OF WORK
PW-5-90-2SD-01S
Jefferson County
(Jurisdiction)
Beaver Vallev Reconstruction
(Project Title)
1. Provide a clear description of the project to be financed In part by a Public Works
Trust Fund loan (attach an additional sheet If necessary): '
The purpose of the project is to improve the Beaver Valley Road, County Road
number 941507, from mile post 6.31 to mile pos~ 7.67, by widening and paving
ahou1ders, resurfacing existing roadway with asphalt concrete pavement, providing
right turn tapers, right turn corner,designs, right turn lanes, and left turn
channelization as required, providing bus pullouts as required at various locations,
and by providing safety improvements which include,' traffic control, access,
utility pole relocation, illumination, signing, pavement marking and delineation,
Major items of work will be clearing and grubbing, grading, draining, surfaCing,
paving with asphalt concrete, pavement marking, paint striping, permanent signing,
and illumination.
2.
The term for this loan will be based on an engineer's certification 01 the expected
useful life of the Improvements, as stated below, or 20 years, whichever Is less. If
the local government prefers the term of Its loan to be mn than eHher 20 years or
the useful lIIe of the Improvements, the preferred loan term should be Indicated:
Ten (10) years.
3.
I, Robert G. Nesbitt , licensed engineer, certify that the
average expected usefulllle for the Improvements described above Is Ten (10)
years.
Signed ~/.r>ll' ~LJJP
Date .1!/J~.A /P?~
Telephone .t~~. ..rR'f"- P/~~
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SCOPE OF WORK
Page 2
PW-5-90-28D-016
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4, Estimated Proiect Timetable:
(based on the possible execution of 8 Loan Agreement by April 1. 1990)
Completion of Engineering February, 1991
Awarding Construction Contract Apr1J., L~~H
Completion of Construction September. 1991
5, Estimated Proiect Costs:
Preliminary Engineering Report
Design Engineering
Land or Right-of-Way Acquisition
Sales or Use Taxes
Other Fees
Inspection/Construction Engineering
Start-up Costs
Financing Costs
, Contingency
Construction
TOTAL ESTIMATED PROJECT COSTS
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AntlclDated Fund Sources:
Public Works Trust Fund Loan
(date)
(date)
(date)
$ 18,000.00
gO,oon no
40.000.00
(included in const. cost)
78,400.00
60.100.00
522.800.00
S 809.300.00
$491.900
Note: The loan cannot exeeed the amount Identlfled above. Loeel Participation, not
less that 10% from:
General Funds
Capital Reserves
Other Fund (Road Fund)
Rates
Assessments (LID, RID, UUD)
Special Levies
Federal Funds from
Other State Funds from
R.A.P.
Other (Identify louree)
TOTAL FUNDS
~ 67.560.00
$ 249.840.00
,809.300,00
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Public Works Trust Fund
ATTACHMENT II:
ATTORNEY'S CERTIFICATION
I,
Mr.I......k
, hereby certify:
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I am an attorney at 1aw admitted to practice in the State of
Washington and the duly appointed attorney of the Jefferson
Countv (the LOCAL GOVERNMENT): and
I have reviewed Loan Agreement PW-S-90-280-018 to be executed
between the LOCAL GOVERNMENT and the Department of Community
Development (the DEPARTMENT): and
I have also examined any and all documents and records which are
pertinent to the loan agreement, including the application
requesting this financial assistance.
Based on the foregoing, it is my opinion that:
1. The LOCAL GOVERNMENT is a public body, properly constituted
and operating under the laws of the State of Washington,
empowered to receive and expend federal, state, and local
funds, to contract with the State of Washington, and to
receive and expend the funds involved to accomplish the
objectives set forth in their application.
2. The LOCAL GOVERNMENT is empowered to accept the Public Works
Trust Fund financial assistance and to provide for repayment
of the loan as set forth in the loan agreement. .
3. There is currently no litigation in existence seeking to
enjoin the commencement or completion of the above-described
pUblic facilities project or to enjoin the LOCAL GOVERNMENT
from repaying the Public Works Trust Fund loan extended by
the DEPARTMENT with respect to such project. The LOCAL
GOVERNMENT is not a party to litigation which will
materially affect its ability to repay such loan on the
terms contained in the 10an agreement.
Assumption of this obligation would not exceed statutory and
administrative rule debt limitations applicable to the LOCAL
GOVERNMENT.
4.
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Name
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Date' .
of Attorney
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DEPARTMENT OF COMMUNITY DEVELOPMENT
Ninth a CoIUftlbI. BuUdlng
MaU Slop QH-51
OIympi.. WA 118504
Pub1ic Works Trust Fund
SIGNATURE AUTHORIZATION
JEFFERSON COUNTY
NAME OF PROJECT
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PW-S-90-280-0l8
GEORGE BROWN
ROBERT G. NESBITT
COUNTY ENGINEER
11TLI!
GEORGE BROWN
CHAIRMAN
BOARD OF COUNTY COMMISSIONERS
ROBERT G. NESBITT
COUNTY ENGINEER
:;:?7'~,~~:t''' 1:,:: ~ ~1~ . ..
GARY A. ROWE
DIRECTOR OF PUBLIC WORKS
ROBERT G. NESBITT
COUNTY ENGINEER
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CHAIRMAN
BOARD OF COUNTY COMMISSIONERS
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
January 3, 1990
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E,. County Engineer
Diane Lenius
Parametrix, Inc.
4970 Auto Center Way
Bremerton, WA 98312
Re: Comments o~ Draft Traffic Reports for CR0579, CR0811, CR0813
Dear Diane:
'Listed below are comments on the Draft Reports for the above
referenced projects:
QBQ.ll1tL
1) Need traffic counter location map included.
2) Appendix needs correct peak hour turn summary, the one
included is for the Swansonville Intersection.
3) Typing error on Section "D" near end in reference to "
Length of taper = 300' (12"-(should be 12')- lane)"
CR08H:
No specific comments.
QBa.alll.
1) Table B-l.2 appears ~o have an incorrect value for the
projected 10 year traffio volume at the 5.5% growth rate for
counter No.3.
2) Appendix needs correct peak hour turn summary, the one
included is for the Oak Bay Rd. Interseotion.
Also noted was that each intersection has approximately the
same percentage of left turns even though the volumes are
significantly different.
Please verify that the ADT's shown are unadjusted or not.
Over all the reports are quite adequate and I appreciate you
gettins them out in timely manner, all thinas oonsl,dered. If you
have any questions do not hesitate to oontaot me.
~SinCerelY'
~
ruce aurie,
Projeot Coordinator
xc: CR0579, oorres. -'
CR0811, corres. ~
CROB13, oorres.
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JEFFERSUN 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
January 11, 1990 'Robert G. Nesbitt, P.E., County Engineer
Robert P. Franklin, P.E.
Project Manager
Parametrix, Inc.
13020 Northup Way
Bellevue, WA 98005
Re: Oak Bay Road, CR0812,Beaver Valley S'ly & N'ly, CR0579 &
811, and Beaver Valley/Swansonville Rds. Intersection.
Dear Bob:
Per our January 9th meeting and subsequent phone
conversations, I have enolosed Jefferson County's proposed
schedules for completion of the various phases of work for the
above referenoed projects for your review with the items that are
included in the current scope of the Agreement highlighted, the
approved Supplemental Design Report for Oak Bay Road, CR0812, and
the data sheets for the mower to be utilized for design
considerations for the typical roadway sections.
The schedules enolosed are intended to show the overall
scheduling of the various projects and speoifioally the County's
desired completion dates of your work. Please review and comment
so that we oan settle on the earliest realistic dates.
The mower data sheets are supplemented by the following
comments of the Operations Supervisor:
1) Fill slopes should be 1.5:1 or flatter.
eliminate ditohes in out seotions and
runoff in paved "shoulder/ourb" seotion. May
with "thiokened edlre" type curb and widenins
2) Redesign or
accommodate the
be aooomplished
shoulder.
3) Back or cut slopes to be desisned to acoommodate motler.
This may inolude a one foot (plus or minus) "flat" area
behind "curb".
If you have any questions, do not hesitate to oontaot me.
Binoere~
~;~Laur::'---'
Projeot Coordinator
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xc: Cn0579, 811, 812, 813, oorrea.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gery A. Rowe, P.E.. DI,eclo,
Rob." G. He.blll, P.E., Counly Englnee,
December 6, 1989
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Mr. Clark Rowland
Parametrix, Inc.
4970 Auto Center Way
Bremerton, Wa 98312
Re: Misc. Survey information, for county Road Projects;
CR0579 Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR0811 - Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
CR0813 - Beaver Valley Road, Swansonville Rd. Intersection
Dear Mr. ROWland:
As we discussed on the. telephone, I'm sending you additional
survey information that I could find in our files. Enclosed you
will find two recent surveys that we have received for Section 6,
T. 28 N. R. 1 W. and some corner reference information. I could
not find reference to setting the NW section corner of Sec. 18, on
the centerline of the Larson Lake Road.
If you have any questions, do not hesitate to contact me.
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MEMORANDUM
December 7, 1989
Bruce Laurie, Construction Engineer
Aubrey Palmer, Office Engineer k~
Change of administration notice and progress report for
county Road projects, CR0579, CR0811, CR0812, CR0813.
Parametrix, Inc. has been notified of your involvement in the
administration of these projects. All communication in the future
will be routed to you for the continuing administration of these
projects.
DATE:
TO:
FROM:
SUBJECT:
Listed below in summation for your review, is the progress report
for each of the projects.
ca0579 - Beaver Va11ey (SPy)
Surveying for land corners on this project is approximately
50 % complete.
Centerline has been established, with cross sections and
profile complete.
Underground utilities have not been located as yet.
The preliminary traffic report has been submitted and is
awaiting input from us for final completion.
ca08l1 - Beaver Val1ey (Nl'y)
Surveying for land corners on this project is approximately
50 % complete.
Centerline has been established, with cross sections and
profile complete.
Underground utilities have not been located as yet.
The preliminary traffic report is 3/4 complete and as yet. not
been submitted.
cn0812 - Oak Bay Road
surveying has been completed.
centerline hal!l been established, with cross sections and
profile complete.
90 , of exj,sting underground utilities have been located.
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Preliminary review of the traffic report was completed and a
final report submitted to us.
Maps have been given to Pope and Talbot for plotting of their
know utility systems.
Dave cunningham of Pope Resources has been contacted and given
some alternatives we have been reviewing, they are as follows:
1. County to do project / Time restriction given to
Pope on open cutting. (No time frame on the
restriction)
2. county to do project / Pope to install dry lines
during construction for their future use.
3. County postpone project / Pope to provide time line
on estimated project start.
Ai Fuhre has maps for design of underground waste systems.
Last contact with Dave Cunningham "we're working on it". Have
not received commitment or design plans from Pope as yet. Mr.
C\mningham prefers Jeff. Co. postpone project. Have asked for
time line on estimated project start for Pope. It has not
been designed for crossing, and foresee a minimum of 6 mo.
start before development of plans. Could be up to 1 yr. for
development, depending on parcel breakdown decisions. Hay go
or may not.
CR0813 - Beaver Valley Rd. - Swansonville Intersection
surveying for land corners on this project is approximately
25% complete.
Centerline has been established, with cross sections and
profile complete.
Underground utilities have not been located as yet.
The preliminary traffic report has been submitted and is
awaiting input from us for final completion.
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xc: CR0579, correa.
CROB11'vr':OOU....
CR0812, corres.
CR0813, corres.
B. Nesbitt, P.E., JCDPW
B. Laurie, JCDPW
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October 24. 1989
Mr. Clark Rowland
Parametrix, Inc.
4970 Auto Center Way
Bremerton, Wa 98312
Re: Right of Way Limits for County Road Projects;
CR0579 - Beaver Valley Road, M.P. 7.03 to M.P. 7.66., and
CR0811 - Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
Dear Mr. Rowland:
As we discussed on the telephone, I'm sending you additional
plans to the north of Beaver Valley store, and deed for Lot 4.
Sec. 7, T28N. R1E, based on the 1959, County Road Project 19B.
Co'. Rd. No. 12 Plan.
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Also, after conferring with Bob Nesbitt, Jefferson County
Engineer, we have decided to position.the right of way for the
above referenced projects, based on asbuilt/existing condition
centerline as now exists, and depicted as the same, on the
preliminary plans for County Road Project 606. Due to the lack
of information for section ties, basis of bearing, and rotational
considerations of the existing deeds to the 1939, Laterul Highway
No. 3 Plans, the position of the deed locations will be a
combination of deed calls, plan locations, and existing condition
centerline. .
If you have any questions, do not hesitate to contact me.
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Office Engineer
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October 16. 1989
Mr. Clark Rowland
Parametrix, Inc.
4970 Auto Center Way
Bremerton, We 98312
Re: Right of way documents;
CR0579 - Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR0811 - Beaver Valley Road, M.P. 6.31 to M.P. 7.03.
Dear Clark:
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Enclosed are copies of right of way documents for the above
referenced roads. We are currently looking into the status of
the right of way for the NE1/4, SW1/4, Sec. 18, T28N, RIE. I
will forward finding on this, and right of way limits for
Belfrage Road, at a later date.
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The right of way limits in front of the Beaver Valley store
shall be along the curve to the right as we had discussed.
Jefferson County still retains this as dedicated right of way
even though it is abandoned.
If you have any questions, do not hesitate to contact me.
Sincerely,
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Aubrey . Palmer
O1'fic Engineer
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June 13, 1989
Mr. Walt Berschauer
Parametrix, Inc.
4970 Auto Center Way
Bremerton, Wa 9~312
Re: Consultant Agreement for County Road Projects;
CR0579 - Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR0811 - Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
CR0812 - Oak Bay Road, M.P. 8.20 to M.P. 9.61, and
CR0813 - Beaver Valley Road - Swansonville Intersection
Dear Walt:
Jefferson County has executed the Consultant Agreement with
Parametrix, Inc., for the above referenced projects.
Enclosed are two (2) fully executed Consultant Agreements for
your records. Additionally, in accordance with Section V of the
agreement, you are hereby authorized to begin work.
If you have any questions, do not hesitate to contact me.
Sincerely,
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Office I~ngineer
xc: CR0579, oorres.
CR081l, oorres.
CR08l2, oorres.
CROdl::!, oorres.
Bob Nesbitt, JCDPW
Bruce Laurie, JCDPW
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FROM:
SUBJECT:
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MEMORANDUM
May 2, 1989
Aubrey Palmer, Office Engineer
Robert G. Nesbitt, P.E., County Engineer ~
Engagement of a 'consulting engineering, firm for County
Road Projects, CR0519, CR0811, CR0812, :CR0813.
After reviewing the request to engage the assistance of a
consulting engineering firm for the above' referenced projects,
approval is hereby granted.
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CR0813, corres.
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May 16, 1989
Mr. Walt Berschauer
Parametrix, Inc.
4970 Auto Center Way
Bremerton, Wa 98312
Re: Modification of Prelimenary Consultant Agreement for County
Road Projects;
CR0579 - Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR0811 - Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
CR0812 - Oak Bay Road, M.P. 8.20 to M.P. 9.61, and
CR0813 Beaver Valley Road - Swansonville Intersection
Dear Mr. Berschauer:
As we d~scussed on the telephone, I'm sending you the
preliminary 2nd draft of the consultant agreement. The scope of
work has been modified slightly to include a 10 (ten) year Traffic
Forecast projection be accomplished on CR0812, Oak Bay Road, and
to be included on CR0813, Beaver Valley Road - Swansonville Road
Intersection, tying the E1/4 Cor. Sec. 6, T28N, R1E, W.H..
Also, after confirming with Ron Landon of State Aid for
Countys, and Earnest Giesler of the County Road Administration
Board, the requirement of an Audit Evaluation will not be done for
this project.
If you have any Questions, do ~ot hesitate to contact me.
Sincerely,
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Office Engineer
XOI CR0579, correa.
CROB11
CR0812
CROB13
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For ease of finding the modifications to the preliminary consultant
contract, I have shown the Document name, Pages, Titles and Items
that have been modified to encompass the additional work.
Consultant Agreement for Preliminary Engineering
I Objectives and Scope of Work
Page 2, Item 2
III Items to be furnished to the Consultant by the Agency
Page 5. Item 2
IV Documents to be furnished by the Consultant
Page 6, Item 2
Exhibit RB" Description of Proposed Work For Preliminary
Engineering
Task 1. Traffic Development and Reports
Traffic Forecast
Page 3 of: 45
County Road Project CR0812, Labor Requirements
Traffic Data Development and Reports
Traffic Forecasts
Page 34 of 45
County Road Project CROH13, Labor Requirements
Location Of Roadway
Control Survey
Page 42 of 45
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MEMORANDUM
DATE:
TO:
FROM:
May 22, 1969
Robert G. Nesbitt, P.E., County Engineer
Aubrey Palmer, Office Engineer ~~
SUBJECT: Modification of Preliminary Estimate for consulting
engineering services for County Road Projects, CR0579,
CROB11, CR0812, CR0813.
The scope of ~Iork has been modified slightly to include a 10
(ten) year Traffic Forecast projection be accomplished on CR0812,
Oak Bay Road, and to be included on CR0813, Beaver Valley Road -
Swansonville Road Intersection, tying the S1/4, and E1/4 Cor. Sec.
6, T28N, R1E, W.K..
Also, after conferring with Ron Landon of State Aid for
Countys, and Earnest Giesler of the County Road Administration
Board, the requirement of an Audit Evaluation will not be
accomplished for these projects.
Attached you will find the revised preliminary estimate fQr
Engineering services required.
XCI CR0579, corres.
CR0811
CROd12
CROB13
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Aoril 27,1989
Letter to the File:
Re: Consultant Selection for County Road Projects;
CR0579 Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR0811 Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
CR6812 Oak Bay Road, M.P. 8.20 to M.P. 9.61, and
CR0813 Beaver Valley - Swansonville Intersection
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Consultant Selection, Phase 1:
The Consultant selection process for these projects provided
the oppor-tuni ty to eval Llate the qual i f i cations recei ved for
fiscal ye~r 1989, and determine an accurate description of the
technical services provided by the Consultants. The Consultant
qualifications were to be consistent with the project scope of
work.
A technical evaluation of the statement of qualifications
was accomplished utilizing the task requirements of each project
that requires professional expertise. An oral discussion with
each applicant that generally satisfied the projected
requirements was accomplished. This discussion encompassed;
Traffic Development and Reports, Location of Roadway (including
land subdivision and right of way plans, Design (including
drainage, and illumination), Plans and Specifications (including
the use of AUTOCAD for drafting purposes), and the general scope
and nature of the projects for which services are required.
Selecting four Consultants qualified to perform the work was
based on areas of expertise and experience, ie. traffic data
coll.ection, analysis and reports, land and construction
surveying, civil engineering, plans and specifications. The
Consultant had to offer depth and diversity of servi,ces with
technical knowledge and project experience. The Physical
]. ocati on of the fi rms to the project 1 ocat!, ons Was al Ge.
considered. From this criteria the following Consulting firms
were sel.ected for consideration.
1.
Parametrix, Inc.
4970 Auto center Way
Bremortcn, Wa. 98312
Ph. (206)-377-0014
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2.
Pazooki - McMenamin
F'. (I. Box 728,
10034 Silverdale Way, N.W.
Silverdale, Wa 98383
Ph. (206) -692-3523
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w. Pac-Tech Engineering, Inc.
3721 Kitsap Way. Suite 4
Bremerton. Wa 98312
Ph. (206)-377-2053
4. Maclearnsberry, Inc.
159 Wyatt Way, N.E.
Bainbridge Island. Wa 98110
Ph. (206) -842-5514
ConsLllt,clnt Selection, Phase 2:
Based on experience in working with local governments, rural
road design and final roadway designs. right of way plans and
documentation. pavement designs and paving, channelization,
drainage systems. non-motorized vehicle designs, retaining walls,
preparation of plans, plan specifications and cost estimating,
illuminati,on. signing and ALlTOCAD capabilities the following
Consultant was selected:
Parametrix, Inc.
4970 Auto Center Way
Bremerton, Wa 98312
F'h. (206)-377-0014
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May 1, 1989
Mr. Walt Berschauer
Parametric, Inc.
4970 Auto Center Way
Bremerton, Wa 90312
Re: Consultant Selection for County Road Projects;
CR0579 - Beaver Valley Road, M.P. 7.03 to M.P. 7.66, and
CR08l1 Beaver Valley Road, M.P. 6.31 to M.P. 7.03, and
CR0812 - Oak Bay Road, M.P. 8.20 to M.P. 9.61, and
CR0813 - Beaver Valley Road - Swansonville Intersection
Dear Mr. Berschauer:
,-
Jefferson County has selected Parametric, Inc. to enter into
the second phase of the consultant selection process, negotiation
of the consultant agreement, for the above referenced projects.
The enclosed draft consul tant agreement has been completed and
is ready for your review. After you have reviewed the draft, we
will begin the negotiation prooess.
If you have any questions, do not hesitate to oontaot me.
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Robert G. Nesbitt, P.E.
County Engineer
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CROB13
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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aery A. Rowe, P.E" Director
Robert a, Neebltt, P,E., County Engineer
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
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June 17, 1991
Vem Wagar, P.E.,Director
County Road Administration Board
Rural Arterial Program
2404 Chandler Ct., S.W.
Olympia, Wa., 98502
Re: R.A.P. Contracts, Project Nos. 0250001, 0941502, & 0932501
Dear Vema
Enclosed are two each originals of the Project Agreement for Construction
Proposal for the above referenced projects. After execution, please return one
original for our files.
If you ha'lle any questions, do not hesitate to contact me.
;~cerel~,
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Road Projects Manager
xc: R.A.P. nle 1991, 93
CROSH, corres. ../
CR0953, corres.
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROJECl' AGREEMENT FOR CONSTRUCTION PROPOSAL
Submitting County: JEFFERSON
Project Number: 0941502
Name of Road: BEAJlER YALLEY
Approval Dale: 05-07-91
Work Order Number: 16029272
M.P. 6.31 To 7.03
Local CRP Number: C',r;!a 811
TOTAL AMOUNT OF AU11IORlZED RATA FUNDS: $ 271,920
IN CONSIDERATION or the .UoeIllon by the County Road AdmlnlStrallon Board (CRABoard) ohunlancnallrust account (RATA) fundi
to the project in the amount set out .beNe, the county hereby epees tba. u condition precedent to payment 01 any RATA fundi: IUCCllcd
:Ia;l~~m.: 'O:';.:~ ~re:r~~:"I~~ s::!.(;~ ~,;);'p~;t;~W:'~~::I:~~ .~::~~ 'dl~:~n~~,: ~A~~~
cucq.) and all repre.sentatioM made to the CRABoard upon which the 'und allocation wac based; an of which are 'amiliar 10 and within
the knawled,e 01 the county and are lncorpo...led herein and IftIde a part or thla IIJ'l'Umcnt, aUhouah DOt altaC'hed. Tbe otrlC'Cr of the county,
by bil/her "Iftalure below, hereby ccrtJfiea on behalf 01 the C!CXInty lhl. malchina funds and other funds repraented to be commlncd to the
pro)ut will be a...lI.ble u IlCCCIIIry 10 Implemenl .he projected developmenl or Ihe project U leI forth In lI1e con'lrualon pl'OpOCll
plOOpCClus, and acknowledp ....1 rundl heRby aUlhorized an: ror lI1e development or Ihe COIIIlructlon propoal u defined by RCW 36.19.
The county hereby agrees and certifies that:
(1)
II illn compllencc wilh 'he provisions or WAC eh, 136-150 repnlln. ell.,'blllly for RATA rundl, U Ihe county iI round
nol 10 be In compli.nce with .he provision. or Cl.pler ISO, lUeh non-compll.nce may be ause ror Ihe CRABoanllo
wllhdn... or deny Ihe Certificate or Ooocl Pnalcc or Ih.1 County.
The projecl will be conslructed In acconlana: wllh lI1e Inrormallon rumlshed.o the CRABoard, and .h. plan, .nd IpCdfi.
allons prepared by lI1e county enllncer.
II will nOllfy Ihe CRADoanl wilen. conln" hu been .....nled and/or wilen COIUlructlon Iw ...rted, and wilen Ihe
pro)ut hu been compleled,
II will ..Imbune .he RATA In Ihe evenl . pro)ut pool .udll ......11 Improper expenditure or RATA runds.
(2)
(3)
(4)
Ir the MIll of the "mien nreed .he .mounl of RATA lunds authorbed bv the CRAlloanl. l.et forth aboYe. and the requtre.d malchinl fundi
:~~~~:rl~~n:'ro~~~~~~m~~e~~oac::1 ~t:1t:.~~ commlued to the proJut, the lot'll .ftnrv will NY an additional rolls necoewrv 10
IN CONSIDERATION or the promllCl Ind perform.nce or Ihe .laled condlllon. by Ihe coullly,lhe CRAIloanl hereby....... 10...lmbune
Ihe counly rrom RATA runds allooaled, and not OIherwlae, ror III relmbulIable COlli nOl 10 exceed Ihe amounl a_ IpCdfied, ~
CRARoard will relmhulU munlle. on the bl.ls of monlhly Dmrreu NlYmenl vauthef'l rttelwd Ind Innroved on IndMdualnmlenlIn the
order In ",'lIth they .re reC"elved in the CRAIJNlrd ollire Ind luhlect 10 the aYlUlhllltv of RATA fundi annonloned to lh~. Such
OOllpllon 10 relmbune RATA runda ...endl only 10 pro)ut COlli Incurred .rte, Ihe lble or pro)ut .ppto\llll by the CRAIloatd,
M.y 7, 1991.
,.,,15 .Freemen' auneft'edel III DnOr lneemenllluued ulln.the nrolen Ind work order numbers lined lboYe end thell be wild Ind hindlu
only If 'I II limed and ftlUmed tn the CRAlloard orrite wilhln 4~ days of III m.lnlln by .he CRAIk\lrd.
COVNTV ROAD ADMINISTRATION BOARD
JEFFERSON COVNTVI
~.
BY' ~-'~
Cha rman/Executlve
By:
Director
Date:
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Parametrlx, Inc.
4970 Auto Center Way
Br("~merton, WA 98312
2')6.377.:yJ14 206-383.1835
II
September 27, 1989
PMX: 13-1820-01
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~['? 20 1989
Jefferson County
P.o. Box 1220
Port Townsend, Washington 98368
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Attention:
Aubrey Palmer
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Dear Aubrey:
Recently reviewing Exhibit A of my copy of the Agreement, I found
we inadvertently left out Task 1 caoell. Assuming your copy also
has Task 1 missing, I am sending you a complete set of Exhibit A
for your records. I rearranged the pagEls by projects versus tasks.
Also, I received copies of our revised invoices that you corrected.
We will correct future submittals to conform to the Agreement.
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Bml:BI:T "A"
COST PLUS lIE'!' lfBB DETERHI:IIA'!'I:OH
CROS7' - BEAVER VALLEY ROAD, 11.11'. 7.03 TO ..11'. 7.156
TASK 1. 'rRAl"Fl:C DATA DEVELOPMENT Mm REPORT
DIRECT SALARY COST:
. ,
PERSONNEL
RATES OF PAY
ESTrMATED COST
MAN HOURS
3
62
25
26
11
26.50
25.75
15.00
12.00
9.50
Berschauer
Franklin
Technician
Drafter
Word Processing
'tOTAL
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem
Per Travel
veeks , $ ......... $
Trips , $ ......... $
Cars . $ per .onth t
.onths
.iles t $ ~ ......... $
250
Office Equipment
Rent $ per month . ____ .onths
Equipment Rental $ per month . _ months
ReprOduction Expenses ................................
Communications ..........~............................
Traffic Count (Burt Hughes) ..........................
'rOTAL
.UKKARY O~ ~BB rOR 8HQIMBBRIMa 8ZRVICmS, caOS7.
Direct Sala~ COS~ ...................................
OVerhead Cost (incl. payroll e~ditiv.s) .......163'...
Net Fee ..............................................
Direct Non-Salary Cost:
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b.
c.
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~ravel and Per Diem ............................. $
Repro~uction expen... ........................... ,
Computer expenseD ............................... ,
outside consultant. ............................. ,
Other (Specify) ................................. .
'l'O'rAL 0
Page 1 of 14
79.50
1596.50
375.00
312.00
104.50
2467.50
60.00
$
$
$ 290.00
$
$ 250.00
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$ 2467.50
$ 4022.03
$ 778.74
60.00
290.00
250.00
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COST PLUS MET WEE DETERKIHP.T%ON
CR057' - BEAVER VALLEY ROAD, ..P. 7.03 TO M.P. 7.66
TASK:2. LOCATZOH OF ROADWAY
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
4
62
91
131
33
9
RATES OF PAY
26.50
20.50
16.50
27.50
19.00
9.50
ESTIMATED COST
106.00
1271.00
1501.50
3602.50
627.00
85.50
71'3.50
Berschauer
Rowland
Brones
2-Han Crew
Technician
Word Processing
'rO'l'AL
DIRECT NON-SAlARY COST:
Travel and Per Diem
Per Diem
Per Travel
weeks I $ ......... $
Trips . . ......... *-
Cars I $ per month ,
months
ailes . $ -o.U- ......... $ 420.00
1200
Office Equipment
Rent $ per month . _ lIIonths
Equipment Rental $ per month . _ months
Reproduction Expenses 6 Supplies......................
Communications .......................................
Title Reports 4 ea . 100.00 ..........................
$ 225.00
$
$ 77.00
$
$ 400.00
. U,22.00
~AL
8UMHARY OF WZB WOR .NGZKBBRING 8ZRVZCB8, CROS7.
Direct Salary Cos~ ................................... $--2l~
OVerhead Cost (incl. payroll additives ....163'....... $ 11725.41
Net Fee ............,.................................." 2270.27
Direct Non-Salary Cost:
a.
b.
Travel and Per Diem ............................. $
Reproduction .~ense8 ........................... .
Computer expense ................................ .
out. ide con8ultanta ............................. .
Other (Specify).. Title Report. .... .f.... .... .. .. .
~TAL .
420.00
77.00
225.00
400.00
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d.
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BZBZBZT "A"
COST PLUS IlET PBE DBTBRKZIlIATZON
CR057' BEAVER VALLEY ROAD, 11.1'. 7.03 !fO 11.1'. 7...
'1'ASJtS :I .. 4. DES:IGIf AND ;PLANS AND SPECZPZCATZONS
D:IRECT SALARY COST:
PERSONNEL MAN HOURS RATES OF PAY ESTIMATED COST
Serschauer 4 26.50 106.00
Franklin 28 25.75 721.00
Engineer II 120 20.50 246(1.00
Engineer X 20 15.50 310.00
Drafter 110 12.00 1320.00
Word Processing 8 9.50 76.00
'I'OTAL 49'3.00
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem weeks . $ ......... .
Per Travel Trips I $ ......... .
Cars I $ per aonth .
aonths
200 ai1es I $ ~ ......... $ 48.00
Office Equipment
Rent $ per Ilonth . _ aonths
Equipment Rental $ per Ilonth I _ aonths
Repro4uction Expenses Specs 250 Plan 200 Misc. 50.....
Communications .......................................
Subconsul~ant - Soils Analy.i.........................
'I'OTAL
80HHARY OJ' II'IlB rea DQXIIBBRZIl'Q 8ERVICRS, ca057'
$
$
. 500.00
$
$ 1500.00
. _048.00
$ 4993.00
. 8138.59
. 1575.79
,Direct Salary Cost ...................................
OVerhead Cost (incl. payroll additives).. 163' .......
Net. Pee ............................................................................................
Direct ~on-Sa1ary Cost:
a.
b.
c.
d.
e.
Travel and Per Diem ............................. .
Reproduction .~enseB ........................... .
Computer .~en... .............~................. .
Outside conaultants ............................. .
Other (Specify) ................................. .
'fOTAL .
48.00
500.00
1500.00
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EXHIBIT "A"
COST PLUS IlET FEE DETERMINATION
CR0811 - BEAVER VALLEY ROAD, M.P. &.31 TO X.P. 7.03
TASK 1. TRAFFIC DATA DEVELOPMEN'l' JUI'D REPORT
DIRECT SALARY COST:
, ,
PERSom~EL MAN HOURS RATES OF PAY ESTIMATED COST
Berschauer 3 26.50 79.50
Fra.nklin 58 25.75 1493.50
Technician 25 15.00 375.50
Drafter 18 12.00 216.00
Word Processing 11 9.50 104.50
TOTAL 2268.00
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem weeks @ $ ......... $
Per Travel Trips @ $ ......... $
Cars @ $ per month @
months
250 miles @ $~ ......... $ 60.00
Office Equipment
Rent $ per month @ _ lIonths
Equipment Rental $ per month @ _ months
Reproduction Expenses ................................
Communications .......................................
Traffic Count (Burt Hughes) ..........................
'1'OTAL
SUMMARY OP FEE FOR BNGINEERING SERVICES, CROell
Direct Sala~ Cost ...................................
overhead Cost (incl. payroll additives) .......163'...
Net Fee ~.............................................
Direct Non-Salary Cost:
a.
b.
c.
d.
e.
Travel and Per Diem .............................
Reproduction expenses ...........................
Computer expenses ...............................
Outside consultants .............................
Other (specify) .................................
'1'O'l'AL
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$ 290.00
$
$ 250.00
. &00.00
$ 2269.00
$ 3698.47
$ 716.10
$ 60.00
$ 290.00
$
$ 250.00
$
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EXHIBIT ".an
COST PLUS IlBT Jl'BB DETBRMINATION
CR0811 - BEAVER V.aLLEY ROAD, M.P. ..:n 'l'O M.P. 7.03
TASK 2. LOCATIOII' 01" ROADWAY
DIRECT SALARY COST:
PERSONNEL MAN HOURS RATES OF PAY ESTIMATED COST
Berschauer 4 26.50 106.00
Rowland 57 20.50 1168.50
Brones 109 16.50 1798.50
2-Man Crew 146 27.50 4015.00
Technician 49 19.00 931.00
Word Processing 7 9.50 66.50
'JrOTAL 8085.50
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem weeks . $ ......... ,
Per Travel Trips , $ ......... ,
Cars i $ per .onth .
.onths ,
( 1370 .iles , $ .35 ......... , 479.50 ,
)
..
~
r......
.
Office Equipment
Rent $ per aonth I _ .onths
Equipment Rental $ per aonth I _ .onths
Reproduction Expenses' Supplies......................
Communications .......................................
6 Title Reports' 100.00 ea ..........................
, 225.00
$
$ 164.00
$
$ 600.00
. Un.50
$ 8085.50
$ 1:3179.37
$ 2551. 78
'JrOTAL
.DllKARY or rEB rOR IINCJInBRIII'O .BRVIC.S, CR0811
Direct Salary Cost ...................................
OVerhead Cost (inCl. payroll additives ....163'.......
Met Fee ..............................................
Direct Non-Salary,Costl
a.
b.
c.
d.
..
Travel and Per Diem ............................. S
Reproduction expenses ........................... ,
Computer .~en.e ................................ ,
Ou~8ide consultants ............................. .
Other (Specify).. Title Report. ................. $
'JrOTAL .
479.50
164.00
225.00
600.00
.1285.1.5
5
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CR0811 BEAVIlR VALLeY ROAD, M.P. ..31 ~o M.P. 7.03
TASKS 3 Ir ... DBSrGH UD PLANS AND 8PBCrpJ:CATrOHS
DIRECT SAlARY COST:
PERSONNEL
MAN HOURS
RATES OF PAY
26.50
25.75
20.50
15.50
12.00
9.50
Berschauer
Franklin
Engineer II
Engineer I
Drafter
Word Processing
4
28
164
20
124
a
'rOTAL
DIRECT HON-SALARY COST:
Travel and Per Diem
Per Diem
Per Travel
weeks f $
Trips , $
Cars e $
months
lIiles . $ .24
......... $
......... $
per 1I0nth ,
......... $ 48.00
200
Office Equipment
Rent $ per lIonth . _ lIonths
Equipment Rental $ per =onth . _ lIonths
Reproduction Expenses Specs 250 Plans 200 Misc 50.....
Communications .......................................
Subcon8ul~ant (SolIs) ................................
'I'O'J'AL
8tJJOlARY 01' WBB WaR 8NGJ:JlZBRIIIG 'BRV.ICB8, CROall
Direct Sala~ Cos~ ...................................
OVerhead Cost (incl. payroll additives).. 163' .......
Net Fee ..........."..................................
Direct Ron-Salary Cost:
e.
b.
c.
d.
e.
Travel and Per Diem .............................
Repro4uction expenses ...........................
Computer expense. ...............................
Ou~.i4e con.ul~an~. ...~.........................
Other (specify) .................................
'I'OTAL
~
Page ~ of 14
, ,
ESTIMATED COST
106.00
721.00
3362.00
310.00
1488.00
76.00
6063.00
.
(I
$ 500.00
$
$ 1500.00
. 10...00
$ 6063.00
$ 9892.69
$ 1913 .48
$ .8.00
. 500.00
$--
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COST PLUS IlET Willi DBTIIRK%HA'l'IOH
CR0812 OAK BAY ROAD, M.P. 8.20 ~ M.P. ..C1
'l'ASK 1. 'l'RAPP%C DATA DZVELOPKEIf'l' aND REPORT
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
8
156
46
58
18
ESTIMATED COST
212.00
4017.00
690.00
696.00
171.00
.78C.00
RATES OF PAY
26.50
25.75
15.00
12.00
!J.SO
Berschauer
Franklin
Technician
Drafter
Word Processing
~TAL
DIRECT HON-SAlARY COST:
Travel and Per Diem
Per Diem
Per Travel
weeks , . ......... .
Trips , $ ......... .
Cars t $ per Donth ,
aonths
ail.. , $ ~ ......... $ 60.00
250
Office Equipment
Rent ., per aonth . _ aonths
Equipment Rental ., per aonth I _ aonths
Reproduction Expenses ................................
Communications .......................................
~rarfic Count (Burt Hughes) ..........................
.
$
8 290.00
$
$ 400.00
. 750.00
, \
$ 5786.00
. !J431.18
, .1826.06
~'l'AL
8UHHARY or Willi ~R II.OI..IIRIMO 8I1RVICBS, ca0812
Direct Salary Cost ...................................
Overhead Coat (incl. payroll additives) .......163'...
Net Pee ............... 'e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Direct Non-Salary Cost:
a.
b.
c.
d.
e.
Travel and Per Diem ............................. .
Reproduction expen... ........................... .
Computer expen... ............................~.. .
Ou~.lde con8ul~Dnt. ............................. .
Ot.her (Specify) .................................. .
.' .
.
60.00
290.00
400.00
'I'OTAL
,_ U7U.U
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COST PLUS MET WBB DBTERMXHATXON
CR0812 OAK BAY ROAD, M.P. 8.20 ~ X.P. '.&1
TASK 2. LOCATXON OF ROADWAY
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
5
82
157
194
99
8
RATES OF PAY
26.50
20.50
16.50
27.50
19.00
9.50
ESTIMATED COST
132.50
1681. 00
2590.50
5335.00
1881. 00
76.00
115'&.00
Berschauer
Rowland
Brones
2-Man Crew
Technician
Word Processing
~TAL
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem
Per Travel
weeks . . ......... .
Trips . . ......... .
Cars I . per month I
llIonths
mUes . . -..1L... ......... $ 581.00
1660
Office Equipment
Rent . per month . ____ months
Equipment Rental $ per month . ____ months
Peproduction Expenses ~ Supplies .....................
Commun1ca~ions .......................................
5 Title Reports' 100.00 ea ..........................
. 225.00
.
$ 212.00
$
$ 500.00
. 1518.00
$ 11696.00
$ \9064.48
$ 3691. 26
t'O"l'l\L
8mouutY DIP' I'EIl I'OR BHCJXHBIlRIIICJ 8IlRVJ:CB8, CROa12
Direct Sala~ Cost ...................................
OVerhead Cost (incl. payroll additives ....163'.......
Net Fee ..............................................
Direct Non-Salary Cost:
a.
b.
c.
d.
..
Travel and Per Diem ............................. .
Reproduction expen... ........................... .
Computer expen.. ................................ .
Out. ide con8ultan~. ............................. .
Other (specify).. Titl. Report. .....:........... $
'I'OTAL .
581.00
212.00
225.00
500.00
151".74
fi
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CR0812 - OAK BAY ROAD, M.P. '.20 TO N.P. '.&1
TASKS 3 .. 4. DESrGN AND PLMfS JUlI) 8PECXI"XCATXONS
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
RATES OF PAY
26.50
25.75
20.50
15.50
12.00
9.50
Berschauer
Franklin
Engineer XI
Engineer X
Drafter
Word Processing
6
80
176
24
172
10
TOTAL
DXRECT NON-SALARY COST:
Travel and Per Diem
lPer biem
Per Travel
300
weeks . $
Trips , $
Cars ..
months
.iles . . -A~
.........
per month
Office Equipment
Rent . per month . _ months
Equipment Rental . per month . _ month.
Reproduction Expenses Specs 250 Plan. 250 Mi.c 75.....
Communications .......................................
Subconmultant (Soil.) ................................
t'OTAL
8tJHKARY OP PBB FOR .NGIDBRING aZRVIC.8, CROI12
ESTIMATED COST
159.00
2060.00
3608.00
372.00
2064.00
95.00
035G.CO
$
$
.
$-.:u....Il.Q
.
$
$ 575.00
.
t-llQo...Jl.Q
. 8147.00
Direct Sala~ Cost .................................... 8358.00
OVerhead Cost (incl. payroll additive.).. 163' ....... . 13623.54
Net Fee e.............................................. 2637.79
Direct Non-Salary Cost:
a. Travel and Per Diem ............................. .
b. Reproduction expenses ...............~........... .
c. Compu~er expenses ............................... .
d. Outside consultants ............................. .
e. Other (Specify) ................................. .
l'O'l'AL .
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72.00
!l7!'i.00
1!500.00
a.7... II
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COST PLUS MET I'EE DBTERNXIlATXOIf
CR08l3 - BEAVER VALLEY ROAD - ~SONVXLLB XNTBRBECTXOIf
M.P. 8.20 TO H.P. '.51
TASK 1. TRAPPJ:C DATA DEVELOPMENT JUm REPORT
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
3
49
24
18
11
RATES OF PAY
26.50
25.75
15.00
12.00
9.50
Barschauer
Frank~in
Technician
Drafter
Word Processing
~TAL
DIRECT If ON-SALARY COST:
Trave~ and Per Diem
Per Diem
Per Travel
ESTIMATED COST
79.50
1261.75
360.00
216.00
104.50
2021.75
weeks . $ ......... $
Trips . $ ......... $
cars , $ per month .
lIonths
aUes . $ -1L- ......... , GO.OO
250
Of rice Equipment
Rent $ per lIonth . ____ months
Equipment Rental $ per lIonth . ____ lIonths
Reproduction Expenses ................................
Communications .......................................
~raffic Count (Burt Hughes) ..........................
~TAL
8UKNARY OF rEI rOR .IfGXIfBBRIIfG .ERVICI8, CROll'
Direct Salary Cost ...................................
Overhead Cost (incl. payroll additive.) .......163....
Net. Fee ............'... "" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Direct Non-Salary coat:
a.
b.
c.
d.
e.
Travel and Per Diem ............................. .
Reproduction expen... ........................... .
Computer axpen.e. ............................... .
Outside consultants ............................. .
Other (specify) .................... ... . . . . . . . . . .. .
I'OTAL .
,0
Page f of 14
$
$
$ 290.00
$
$ 250.00
. .00.00
$ 2021. 75
$ .3295.45
$ 63B.06
GO.OO
290.0~
250.00
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COST PLUS IIBT :rZB DBTBRH:J:HATXON
CR0813 - BEAVER VALLEY ROAD - .WANSOHV:J:LLE XNTBRSECT:J:ON
M.P. 8.20 ~ H.I'. '.&1
'l'ASlt 2. LOCAT:J:ON OF ROADWAY
DIRECT SALARY COST:
PERSONNEL
RATES OF PAY
26.50
20.50
16.50
27.50
19.00
9.50
MAN HOURS
3
56
85
124
20
to
ESTIMATED COST
79.50
1148.00
1402.50
3410.00
380.00
57.00
.477.00
Berschauer
Rowland
Brones
2-Man Crew
Technician
Word Processing'
'lrOTAL
D:J:RECT NON-SALARY COST:
Travel and Per Diem
Pe,r Diem
Per Travel
weeks . $
Trips . $
Cars . $
aonthlll
ailes . $ ~
......... .
$
.
$
per U10nth
1172
410.20
Office Equipment
Rent $ per aonth . _ aonths
Equipment Rental $ per aonth' _aonths
Reproduction Expenses 6 Supplies .....................
Communications .......................................
4 Title Reports' 100.00 ea ..ft.......................
$ 225.0Q
$--
$ 113.00
$
$ 400.00
'-1l.tL.n
'lrO'l'AL
8UHKARY OF :rEB :rOR .NGIHBBRIMG 8ZRVICB8, CR0813
Direct Salary Cost .................................... 8.77.00
OVerhead cost (incl. payroll additives ....163........ $ 10557.51
Het Fee .............................................. . "2044.1.
Direct Non-Salary Cost:
a.
b.
c.
d.
..
Travel and Per Diem ............................. .
Reproduction .xpenses ........................... .
Computer expense ................................ .
Outside con8ultan~. ............................. .
Other (Specify).. Title Report. ................. .
.
'I'O'l'AL .
.nO.20
113.00
225.00
400.00
.022..8S
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RATES OF PAY
26.50
25.75
20.50
15.50
12.00
9.50
ESTXMATED COST
106.00
721.00
2296.00
124.00
1152.00
76.00
.475.00
"
weeks . $ ......... $
"l'rips . $ ...0..... ,
Cars . $ per month .
months
ai1es . $ -L2..4- ......... $ <lR.OO
<125.00
1500.00
:U73.00
.475.00
7294.25
1412.:n
<10.00
.U5.00
1500.00
1515. .11'
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COST PLUS IlBT PBB DBTBRMrOTXON
CRoa13 - BBAVBR VALLEY IlOAD - 81fANSONVXLLB XNTBRSBC'l'XON
H.P. 8.20 ~ H.P. ...1
TASKS 3 . 4. DES7GN AND PLANS AND SPBCXPXCATrONS
DXRECT SALARY COST:
MAN HOURS
<I
28
112
8
96
8
Berschauer
Franklin
Engineer XX
Engineer X
Drafter
Word Processing
DXRECT NON-SALARY COST:
~'1'AL
"
..
Travel and Per Diem
Per Diem
Per Travel
200
Office Equipment
Rent $ per aonth . _ months $
Equipment Rental $ per month . _ months ,
Reproduction Expenses Specs 250 Plans 150 Misc 25..... .
Communications ....................................... .
SubconBul~ant (So118) ................................ .
~'l'AL .
8U1DlARY 01' PEE I'OR BNGIDBRX.G 8ZRVICBS, CROa13
Direct Salary Cost ................................... .
OVerhead Cost (incl. payroll .ddi~ives).. 163t ....... ,
Ilet; Fee ............................................... .
Direc~ Non-Salary Cost:
a. Travel and Per biem ............................. .
b. Reproduction expenses ........................... 0
c. Computer expenses ............................... .
d. Outside consultant. ............................. .
e. Other (Specify) ................................. .
l'O'l'AL .
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DIRECT SALARY COSTS ALL PROJECTS:
StlMHARy OF WEB WOR BNGlllEBRYNG 8BRVYCBS
CR0579
CR0811
CR0812
CR0813
SUBTQTAL
OVerhead Cost (incl. payroll additives) .... 163'
SUBTOTAL
Net Fee. . . . . . . . . . . . . .. . . .. .. . . . .. . . . . . .. .. . . . .. . . .. . . . . .. . . . . . .
DIRECT NON-SALARY COSTS ALL PROJECTS:
a. Travel and Per Diem
CR0579
CR0811
CR0812
CR0813
."............. .................
...............................
...............................
...............................
S'OTJ\L
b. Reproduction expenses
CR0579
CR0811
CR0812
CR0813
...............................
...............................
...............................
.......................................... a......
S'OTAL
C. Computer expense
CR0579
CR0811
CR0812
CR0813
d.
.... ...... .... ........... ......
......... ........ ................
..... ..... ........ ... ..........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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Outside Consultants
...... .....,...... ..............
CR057Sl
CR0811
CR0812
CR0813
... ...... ...... ................
.... ............. .......... ....
................. ..............
S'O'1'AL
page 13 of 14
10'
$ 520.00
$ 587.00
$ 713.00
$ 518.00
. a3U.50
$ 867.00
$ 954.00
$ 1077.00
$ 828.00
. a721.00
. '225.00
$ 225.00
. 225.00
$ 225.00
. '00.00
. 1750.00
. 1750.00
$ 1900.00
. 1750.00
. 7110.00
"
$
$
$
$
$ 69.885.25
$ 113,912.96
$ 183.798.21
$ 22.055.79
14,654.00
16,417.50
25,840.00
12,973.75
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CROB11
CROB12
CROB13
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(
$ 400.00
$ 600.00
$ 500.00
$ 400.00
. 1900.00
..................... ... .......
...................... ... ... ...
..................... ... ........
..................... ..........
'1'OTAL
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SUBTOTAL
GRUD 'l'O'1'AL
BREAJtDOWH or OVZRHZ31.D COST I
(.
Fica ............................................"....
Unemployment Compensation ...... All Payroll Taxes ...
Medical Aid and Industrial Insurance .................
Company %nsurance and Medical ........................
Vacation, Holiday and Sick Leave .....................
sta~e B 6 0 ~ax ......................................
%nsurance ............................................
Adminl.tra~ion .......................................
Printing, .tationary and Supplies ....................
~ravel Ho~ Assignable ................................
Telephone and Telegraph Not Assignable ...............
Fees, Dues, Professional Meetings ....................
Utilities and Maln~enance ............................
Rent ....... tl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Rental Bqulpmen~ .....................................
Office Mi.callaneous, Postage ........................
Prores8ional Services ................................
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!I'OTAL
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0#
. 16022.50
. 221876.50
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9.0'
72.7'
12.5'
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For Breakdown
(SEE SPREADS~EETS)'
INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRECT &ALAN" COST ec:...-....,
......' AVIR.CI .".... UD
."IAlCDOWN 01' WORK HOURI IIATI OP PAY COST
Principal Engineer 13.0 35.00 455.00
Senior Engineer 81. 0 28.00 2,268.00
Resident Engineer 316.7 18.00 23,701.50
Engineering Support 588.7 14.00 8,242.50
Graphics 175.0 14.00 16,450.00
Clerical 54.5 12.00 654.00
'IDIAL' --.. 3,229 p; :: :'",;,;-")/i..,':", .51,771.00
OVE"HEAD COST 'IMI............. "'I,*"'
.80,762.76
...@15%.1Q,RRO.06
_..l.5..6.....!
IIII' '.1
@15%.....
(
Dillie, ..ON.....LAPlY COlT:
6,240.00
4~0.00
tCi8.1ffi
?O~O~O
1.900.00
. 9,640.00
A. .."".&."""DNIIID.IM
.. _II".OOUCT'ON IN..frfkI
C. c~,.. "_"NY
O. COlllll........'C^TlOH
... ...."L.."'O ,,"D 'l'1I"1N0
P. Gun'D' COfllIULrAN"
O. oy...e_ ....,,,,.
Title Reports
TOTA'"
tuB.TOTAL
.162,053.82
-0-
.CONT6HaINC."
.
CIIlANO fOTAL
.162.053.82
aaHCY
'.OIle1' "D.
CR0579,CR0811
813
for various county road
DAn
5/4/89
\.,
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INDEPENDENT ESTIMATE FOR
CONSUL TaNG SERVICES
Dlacel SALARY COlT ec........I:
."'''KDOWN Of' WORK ......' _VIRAOI 8S'IMAUD
MOURa aA'I'IO'PA't COlT
"'Ti<:.c.FFIC P E \/ E.L oPI"',e"T ~ K!:?~F?1"':> ~zt-..5 5,8'1'8,60
L.. Cl C/J 7/0 N of R'o,l1bWA Y ',/;$, () Z3, :307, CJO
pe!7f6A! 75"/. 5 /Z, 7<;9. C<0
7//'AJ6 I :5pl3CI F, &Ii 61/.:; 767.0 /3, :3 7'-/, 00.
.
YClfALI ~ 3'1/~, () . ;;'::;,278,(1
:y)
Ovt"HIAD COST .,fICI.,.,....or,.n eM,......,
/s-r;; .
. 'f?~, ..c.33.~<?
. :;, I. z.;: &. 7.5??
..n tal @, (5 '?o
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A. .,...W'.LAIlION......
.. .."'OO6IC'fOH ........
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et. COM"""'Ca,tON
eo lIAM....NlfO .....D'U.".....
,. .""IDI COHIUI.'I'AlfT.
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PARAMETRIX, INC "i.l jUN2 9!9.~ ,i,'j
-VICKI MORRIS ',__ <:':{
~3020 NORTHUP WAL_~~../,/ TERMS
BELLEVUE ,WA 98005 ...---------=.J
TO: ~~~TrF.5~.oAVENUE.oou;e,9.g
SEATTLE.WA 98104
206-447-9200
INVOICE
DATE
INVOICE
NUMBER
INVOICE
GROUP
06/08/90
C001674
DUE UPON RECEIPT
WE SINCERELY APPRECIATE
YOUR BUSINESS
,
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~'~;~":f:~~::'::1~~Z~ ~::~~~~,(~~~~~'~" "~I?~:~'
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.<'-;~
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ULIE CHALLENGER
G
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40.00
1.00
16.02
24.03
640.80
24.03
WORDPROCESSOR 'eNXA".
NEO fOR f''''f1}-:' rVW~
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-JOs.~U~~/,~S: UPON REC"IPT
~ ~~.~nvcicos ur~ t:\Oc wl:hln .1,:' CD;:'Z of Invoice
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\) n,t! pElr Rr'\n'.Jn'~1 WIll 03 as~e:Bed on 411
, R't PAST DUE ACCOUNTS,
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-Thank'Voufor the opportunity to serve you,
We are commltted'to belng.your completepersonnel resource.
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V P,O, Box 460
Sumner, Washington 98390
206-836-9810 206.863.5128
:INVO:ICE
:Invoice # 00J.524
06/08/90
Page 1.
J.3-J.820-0J.
JEFFERSON COUNTY ROAD PROJECT
Jefferson County
P.O. Box J.220
Port Townsend WA 98368
..
Billing Period Ending 05/3J./90
------------------------------------------------------------------------
Total Direct Labor
5,446.88
Total Direct Expenses
575.39
:INVO:ICE TOTAL **
6,022.27
TOTAL AMOUNT DUE TR:IS :INVO:ICE **
6,022.27
PARAMETRIX, INC.
~""'.e<:.=
Walter Berse auer
TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CRG
------------------------------------------------------------------------
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Invoice 1# 001524
06/08/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJEC:T
SALARY
EXPENSE
DETAIL
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DIRECT LABOR
Lenius, Diane R.
HOURS RATE
10.00 15.0200
COST
150.20
10.00
overhead @ 163%
150.20
Professional Fee
244.83
395.03
47.40
Subtotal - Beaver Valley (S'l)
Beaver Valley (N'l) Road Location o:p8f/
442.43 '
DIRECT LABOR
HOURS RATE COST
.2521.4200...... 5.35
Rowland, Clark G.
.25
overhead @ 163%
5.35
Professional Fee
8.72
14.07
1.69
15.76
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:Invoice # 001524
06/08/90
Page 3
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
E X PEN S E
DETA:IL
,.
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cat' B','
D:IRECT LABOR
Holtzclaw, Karen J.
Lenius, Diane K.
HOURS
1.00
10.50
RATE ./
10.5000./
15.0200
COST
10.50
157.71.
1.1..50
168.21.
Overhead @ 163'
professional Fee
274.18
442.39
53.09
495.48
Subtotal - Beaver Valley (N'l)
~~~~:_~~~~_~~~~_~:~:~~~____~t_~z
511.24/
D:IRECT LABOR
HOURS / RATE
4.50 21.4200
COST
96.39
Rowland, Clark G.
4.50
Overhaad II 163'
96.39
Professional Fee
157.12
253.51
30.42
283.93
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13-1820-01
JEFFERSON COUNTY ROAD PROJECT
&
EXPENSE
DETAIL
Oakbay Road Design C~8/~
-----------------------------------
DIRECT LABOR
Filosi, Robin M.
Franklin, Robert P.
HOURS;" BATE
10.00 16.8500
2.00/27.5500
12.00
Overhead @ 163'
Professional Fee
DIRECT EXPENSES
Printing
Kestrel Blueprint
Temporary Labor services
Adams Temporaries
QTY
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Invoice # 001524
06/08/90
paqe 4
COST
168.50
55.10
223.60
364.47
588.07
70.57
658.64
RATE
"
AMOUNT
14.27
76.10
90.37
749.01
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:Invoice i 001524
06/08/90
paqe 5
13-1820-01
JEFFERSON COUNTY ROAD PROJEC'I'
SALARY
EXPENSE
DETAIL
&
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oakbay Road Plans/Specs
ca~eYz.
DIRECT LABOR
, "../"
Fisher, Daniel L~
Lenius, Diane R./
Pilon, Ami E. .r
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HOURS
1.00
64 . 00
21. 00
RATE
9.5000
15.0200
9.5400
COST
9.50
961.28
200.34
86.00
OVerhead @ 163'
1,171.12
1.908.93
3,080.05
369.61
3,449.66
Professional Fee
DIRECT EXPENSES
Mileage
Vehicle Mileage
Printing
Restrel Blueprint
Temporary Labor servic..
Marc T. Caldwell
QTY
1.00 mile(s)
RATE
.2600
AMOUNT
.26
4.76
480.00
405.02
Subtotal - Oakbay Road
3,934.68
4,967.62....
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:Invoice # 001524
06/08/90
Page 6
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
E X PEN S E
DETA:IL
&
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DIRECT lABOR
Lenius, Diane K.
Row1and, C1ark G.
HOURS /RATE
.50/15.0200
1.250""'21.4200
COST
7.51
26.77
1.75
34.28
Overhead @ 163%
Professiona1 Fee
55.88
90.16
10.82
Subtota1 - Swansonvi11e
100.98 '
6,022.27
** TOTAL PROJECT 13-1820-01
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206-838-9810 2Q6.863.5128
:INVO:ICE
:Invoice ", 001341
04/24/90
Page 1
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Pd~LE~\fE,
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
MAY 0 2 1990
JEFFERSON COUNTY
':)8!.'''' ..,....C!(c:: !:)EP-.'
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Billing Period Ending 03/31/90
------------------------------------------------------------------------
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Total Direct Labor
Total Direct Expenses
14,386.98
159.25
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:INVO:ICE TOTAL *.
14,546.23
14,546.23
TOTAL AMOUNT DUE TH:IS :INVO:ICE *.
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INVOICE
Invoice # 001341
04/24/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
DETAIL
&
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Beaver Valley (S'l) Road Location
:S"7t1f
DIRECT LABOR
1
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Rowland, Clark G.
HOUP.s RATE
.25 21.4200
COST
5.35
.'25
5.35
~,
OVerhead @ 163t
Professional Fee
8.72
14.07
1.69
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Subtotal - Road Location
15.76
Deaver Valley (S'l) Section Subdiv
S'79
DIRECT LABOR
Rowland, Clark G.
HOORS RATE
.50 21.4200
COST
10.71
.50
Overhead @ 16n
professional Fee
Subtotal - Section Subdiv
10.71
17.46
28.17
3.38
31.55
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04/24/90
Page 3
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
OVerhead @ 163'
Professional Fee
Subtotal - Remainder
Beaver vall~y (N'l) Road Location
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DETAIL
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HOURS RATE
.25 12.4000
COST
3.10
SALARY
EXPENSE
.25
3.10
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DIRECT LABOR
Rozanski, Janice C.
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Grieve, Gary A.
Rowland, Clark G.
5.05
8.15
0.98
9.13
fill
HOURS
4.00
.25
RATE
15.0000
21.4200
COST
60.00
5.35
4.25
Overhead @ 163'
65.35
106.52
171.87
20.62
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Professional Fee
192.49
Subtotal - Road Location
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04/24/90
Page 4
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAIL
Oakbay Road
Road Location
lJIZ.
-----------------------------------
DIRECT LABOR
Grieve, Gary A. V
Jellison, Terri A. ~
Peterson, William J.~
Rowland, Clark G. ~
HOURS
5.00
.50
10.00
25.50
RATE
15.0000
7.9600
25.1300
21.4200
COST
75.00
3.98
251. 30
546.21
41.00
876.49
Overhead @ 163'
Professional Fee
1.428.68
2,305.17
276.62
Subtotal - Oakbay Road Location
Oakbay Road Design
lJtz.
-----------------------------------
1'\ DIRECT LABOR
HOURS RATE COST
Berschauer, Walter L"" 1.00 31.2500 31.25
.....'-r Filosi, Robin M. "....., 12.00 16.8500 202.20
I Franklin, Robert P. ......- 26.00 27.5500 716.30
1 Jellison, Terri A._ 3.00 7.9600 23.88
I Lenius, Diane X. ~ 174.00 15.0200 2,613.48
0 Martin, stacey A."""- ../" 2.00 6.0000 12. 00
O'Farrell, Xat~en 13.0Cl 12.0000 156.00
Pilon, Ami E. 16.50 9.5400 157.41
Rowland, Clark G.~ .50 21.4200 10.71
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248.00 3,923.23
I . Overhead (! 163t 6,394.86
10,318.09
\ Profe..ional Fee 1.238.3.1
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Invoice # 001341
04/24/90
Page 5
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
DETA:J:L
&
Oakbay Road Design elZ~
-----------------------------------
D:J:RECT EXPENSES
Mileage
Vehicle Mileage
Transporation Fares
Jan Rozanski - Petty Cas
Parking
Lenius, Diane It.
QTY
RATE
.2550
AMOUNT
148.15
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5.55
5.55
159.25
Subtotal - Oakbay Road Design
.. TOTAL PROJECT 13-1820-01
11,715.51
14,546.23
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Invoice Number: 2143
Invoice Date: August 25, 1989
TERMS: NET 30 DAYS
Jefferson County
P.O. Box 1220
Port Townsend, Washington 98368
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PHX project 13-~820-Q1
Billina Period Endina Julv 31, 1989
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:ramL1.: TRAFFIC DATA DEVELOPMENT & REPORTS
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Professional Fee l& 1'2. '"
$ 141.63
4.63
3.00
149.26
243.29
392.55
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B. Franklin
K. Sala
M. Droege
5.50 hra @ 25.75
0.50 hra @ 9.25
0.50 hra @ 6.00
Overhead @ 163%
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$
9.71
9.71
445.'12 ""1"1,37
Direct Expenses:
supplies
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Professional Fee <!!1 I eo 1l.
$
116.15
189ra~ 18"1,33
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SUBTASK 1: SECTION SUBDIVISION
c. Rowland
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Profes.ional Fe. da 12'J1.
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Invoice Date: August 25, 1989
Page 2
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~: LOCATION OF ROADWAY (cont'd)
SUBTASK 2: REMAINDER
D. Lenius
2.00 hrs @ 13.70
Overhead @; 163'
profelilfilional Fee @ 12. ~
Subtotal - Task 2
TOTAL - BEAVER VALLEY (S'LY)
,BEAVER VALLEY ROAD (N'LY)
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A. Pilon
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1.00 hrs @ 9.00
Overhead @ 163'
Professional Fee @ Ie ~
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~: LOCATION OF ROADWAY
SUBTASK 2: REMAINDER
D. Lenius
2.00 hrs . 13.70
Overhead . 163' '
prof.ssional F.~ (il12. "-
Subtotal - Task 2
TOTAL':' BEAVER VALLEY (N'LY)
..
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$
$
27.40
44.66
72.06 '
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-&9...&4- 80.71
4S3.59 '1"7,'17
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128.75
9.00
137.75
224.53
362.28
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$
9.71
9.71
-412.1& "15.'17
$
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44.66
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Invoice Number: 2143
Invoice Date: August 25, 1989
Page 3
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OAKBAY ROAD
B. Franklin
~: TRAFF:IC DATA DEVELOPMENT
$
Direct Expenses:
4.50 hrs @ 25.75
OVerhead @'. 163%
Profel!lsional Fee @ I, '0
115.88
188.88
304.76
~ 3G.. S7
...a.48.S& 3"41,33
Mileage
54.00
54.00
~ 3<15.33
~: LOCATION OF ROADWAY
Subtotal - Task 1
$
W. Berschauer
C. Rowland
R. Gagnon
N. Brones
D. Lenius
D. Buck
K. Stallman
T. Hanberg
T. Jellison
T. Nehr
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.;
3.00 hrs @ 28.85 $ 86.55
9.25 hrs @ 20.20 186.85
28.00 hrs @ 18.89 528.92
24.00 hrs @ 16.44 394.56
2.00 hrs @ 13.70 27.40
86.75 hrs @ 13.00 1,127.75
7.00 hrs @ 11.97 83.79
85.75 hrs @ 11.00 943.25
1.00 hrs @ 7.50 7.50
0.25 hrs @ 5.00 1.25
3,387.82
Overhead @ 163' 5.522.15
0,909.97
Professional Fee $ 12-;0 98&.43 /OC.q,Zt:
9/89&.-'8 qq 79. \7
Printing 8.20
Supplies 9.71
Mileage 214.32
232.23 "
subtotal - Task 2 $ 19,128.6310,%.II,"lC
TOTAL - oakbay Road $ 19,1-21: .13 10, ~o", 70S . .
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Invoice Number: 2143
Invoice Date: August 25, 1989
Page 4
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SWANSONVILLE INTERSECTION
l'l&K...l: TRAFFIC DATA DEVELOPMENT
B. Franklin
1.00 hrs @ 25.75
Overhead @; 163%
profe~lllional Fee @ 12 ~
Direct Expenses:
Suppl'ies
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~: LOCATION OF ROADWAY
~~~~l~:~ REMAINDER 2.00 hrs @ 13.70
Overhead @ 163%
Professional Fee @ I%, %
Subtotal - Task 2
TOTAL - swansonville
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TOTAL AMOUNT DUE THIS INVOICE
(
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Walt Berschauer
$
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25.75
41.97
67.72
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~ "75.85
9.69
9.69
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27.40
44,66
72.06
-'M-9&- ~
.s.o...G+ 80.71
16t.9:) '6(".2.5
$
$
$
$
$ .2,987.52
12,18Ei,OC
-----------
Please mail remittance to P. O. Box 460, Sumner, Washington 98390.
Past due accounts shall be subject to l' per month interest charge,
but not exceeding the maximum allowable.
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Invoice C.te: ~ugu.t 31, 1989
TERMS: NET 30 CAYS
Jefferson Co...nty
P,O. Bo>< 1220
Fert Townsend, Washington 98368
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JEFFERSON COUNTY ROAD PROJECT
PMX Project 13-1820-01
Bil!1no P@riod Endino Aucust 31. 1989
BEAVER VALLEV ROAD (S'LV)
TASK 11 TRAFFIC DATA DEVELOPMENT & REPORTS
e. Fr.nklin
D. Ltl!n'll.l~
M. TrClhimcvicl'l
T. JQlli!!lcn,
J. Larsen
l!I.!:I~) hl"5 @ 25. 7~
ll.~O hr~ ~ 13.70
0.50 hr. at 12.7~
2.00 hrs e 7.~0
4.50 hr. @ 5.00
e 141 .63
1:57.:l~
6.38
HI.OO
22.50
343.06
~!'J9.19
902.2~
,mt.~, ~
. ,00::2.14
108.27
1,010,52,
O".rh..d t! 163%
Prof...ional Fe&! @ 12.,.
OirQct ixpenSQSI
M.l.1.age
Subcon....l t.n1:1
Tl"a-f f icount
47.32
:501 .04
408.:l6
Subtot&l T~.1c
TASK 2: !..OC:ATION OF ROADWAV
W. Bo",.,cMlIuer i .00 hr. II 2B.eS
C, Rowl.and 3,1:l I'Ir!l l!!! 20.20
Fl. G.l;IMon 8,00 hr. (! 18.89
0, Buck 4.50 1'1,.. l! 13.00
T. H;a,.,be"9 4.50 h... . 11.00
Ove..h".d . 14.3':(
Proo#...J.oI'l41 r:... ~ '2.~
. 1,119.79 1~'{lq,OS
" 28. 8~
7~.'!I
lS1.i2
:58.!50
49.::50
-3i":W2'
::5~2.e6
9:l1o.~e
lG!i.9&
1 ~bZ, q.
IILt,7Q
',071.37
ZI3:l'3N';/
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Xnvoice Number: 2144
Invoice date: August 31, 1999
Page 2
Task 2: (Cent.)
Direct Expenses:
19.20
201.68 ,I
221.09
$ 45.45
74.08
119.53
~ ."1,3'1
132.76 , ~ '3 . 88
~~ ','1 e", '33
$ 2--,827. 62 2..8'15.., I
Mileage
Computer Equipment
~YBTASK 1: SECTION SUBDIVISION
C. Rowland
2.25 hra @ 20.20
Overhead @'163'
Professional Fe. @ 12.'.
Subtotal - Task 2
~OTAL BE~V~~ VALLEY
BEAVER. VALLEY ROAD (N'LY)
TASK 1: TRAFFIC DATA DEVELOPMENT
B. Franklin 6.00 hrs . 25.75 $ 154.50
D. Lenius 10.50 hrs @ 13.70 143.85
(\ M. '1'rohlmovlch 2.50 hrll . 12.7~ 31.88 \,
'to Nehr 4.00 hrs @ 5.00. I, 20.00
,.......-.~~ 350.23
f overhead . :L6? t S7Q 87 970.88
92,..1g... "12. I. "
. pro~essional Fe. GIZ," -!91 ga- 110,5'a
, l,e2!L99 ',031,",",
Direot EKpsns..: Printinq 1.40
MUeage 62.40
S\lbconsultant:
Tratticount 361. 04
. 424.84 , .'
. .
Subtotal - Task 1 $ -t-;-f~ I,'.t:~ t. , Lta
-
B. Fr."k1in a.so .,rs (! 2:5.7S . :::218.B8
c. Rowl.ncl 0.29 hr. . 20.20 :5.0:5
D. L.enJ.u. ~1.:50 nr. CIl 13.70 70:5.15:5
. M. Troh.Lmc:IVJ.c:1'l 2.150 h... . 12.715 31.S.
1... O.t...em 0.2:5 .,r. . B.OO 2.00
T. Jel1.Lllon 3.00 hr. ! 7.150 22.:50 .
T. N."'" 4.00 .,... . 15.00 20.00 .
J. 1..&l"!Son 4.150 hr. . 15.00 22.eo.
l,02B.3b
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Invoice Number: 2144
Invoice D~tel August 31,1989
P~g. 3
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r:;,~ P.A~Iw\.E""'''t
~: 1..0C~TION OF ROADWAY
C. Rowland
R. GaOl"lon
D. l3IJck
T. H..n ben;!
2.00 1'1"'$ ~ 20.20
23.00 ~r5 0 18.89
23.00 hr~ e 13.00
14.00 hr$ ~ 11.00
II
40,40
434.47
299.00
1:54.00
927.87
1.'512.43
2,440.30
270 . 12:
2.71EL~7
2<120.8'"
~. 73 '3, 13
. .
Overhead (iI 163%
Praf~s51ori,,1 Fee @ \2. '?
DJ.rec;t E..p.......s:
Comp..t.r,EquiplIl."t
201 . 8e
201 ,Be
Subtotal - Ta$k 2
s
~1:i!.Z;!1 a.Q35,O\
\
,
~~: Section SubdLvi.ion
C. Rowla"d 0.2:5 ""5 . 20.20 . ~.O~
O. Buck 5.00 h..5 a 13.00 65.00
T. HAr'ltle..; !5.00 h... (I 11 .00 55.00
12:1.015
OverhllOld (I 1631- 203 . 1L:5.
328. ae
Prof..sional "'.111 ~ lit ,. ~ 3q....7
.', 3i:.!i.Z<i 3C.8,35
Subtotal - T...k ,2, . .),27".0.4- '!I, 303.3"
!'Jubtot.l - BEAVER\VALLEY IN'I-Y) . A . 72& ".... Ii, is '\. 8'i
OAKBAV ROAD
~; TRAFFIC DATA UEVEI..OPMENT
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Invoic. Oat.: ~u9u~t 31, 1989
Page 4
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PAy",r;"T
TASK t:CCcnt.)
Ov.r-he,3d (!! 163%
1.676.23
2,704.59
29<;>. q. :3Z'i.S5
6,8S4.e2 3,oa"l,\'i
46,32
1.263.62
1 , 309. 94
If 4,%1<5.96 '"', ~3<!.oa
. 173.10
65.65
226.68
:l4.eO
'''3.~0
197.:11
547.2~
2,038.49
3.322.74
:1,361.23 "'"'3.35
!!IV!!I.54
a, is.. .,.,. ",00",:58
eO.87
1:5:1.60
20t .87
411!1.34
. ......<17 :r 11 ",I.fi!.Z,q-a,
. 3....9
-~ Go "',.. GoI
" ,e.s. 51'" 1,0'13,30
11:L.I2. I r.lS, 2.0
. . , 1 :38. 19 I, 1(,8. "fC\
"
Prof~5siona] Fee
,\
. '
Di,.ect e:"PQnIOQll.
MilQage
Subcansultant:
Tl"aHic:cunt
Sl.lbtot:al: - T.aGk
TASK 2: LOCATION OF ROADWAV
W. Bel"sc:h.uer
C. RClwl.nd
R. Gagnon
D. L..niu.
O. Buck
K. Stallman
T. H;anb."Q
6.00 "1"!!1 II 2li.&!5
3.25 h,.. & 20.20
12.00 h"'!!1 i! 18.89
4.00 ".... (II 13.70
~'i'.!!lO ""5 <I 13.00
16.:50 1'l"!!1 (! 11.'17
49.7:1 h.... II 11. 00
Overh..d II 1i!o37.
p,.cfe.sional Fw~
. I.
Direct ElCp."....
Suppli..
M11!!.;.
Computer Equipment
Subtot.l - TaSk ~
TA~I( ~I D..~cln
R. GaQMon
21.00 hr. I 19.89
C1v....I'l..d . 1'".S~
..
.
.
P"o~..~!Qn.1 F..
Subtotal - Ta.~ 3
lrOO ' '3~~:4
;,1 ;<le-~:wd CJl
:l3tIWIiS '< I ~.L :aWt:'dtld WOl:l:l
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Invoice Numcarl 2144
Invoice OatR: August 31, 1989
Pag.. 5
TASK 4: Plan Sp.cifications
Direct E~penS8S1
Documents. Maps
Subtotal - T.sk 4
TOTAL OAK BAY ROAD
SWANSONVI~LE INTERSECTION
~. TRAFFIC DATA DEVE~OPMENT
S. Franklin
D. ~enius
11. TrohimClv>.cl"l
3.00 hrs I 25.75
16.00 hrs & 1~.70
2.50 hr. . 12.73
Overhead II 163~
p...C1f....>.gnal Fee
Dir!!ct El(penSQ$1
Mi1e4;e
5~bcontlul tant I
Traff.icount:
Subtotal
Task :'1
~I ~OCATION OF ROADWAV
W, gQrlic haue,.
C. Flo",lal"d
o. Suck
T. Han b.....\l
3.00 hI'S l!! ~s.as
~.25 hr.. tit 20.20
16.00 hr. I 13.00
16.00 hr. e 11.00
Ove..huacl CJ 16:S~
Prof...iol"al Fee
Direct E.q:lIrn.e.,
Mil..ge
Computer EqloOip",e,..1:
.
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.R p...v....s:"'r
/ 0,1<. foR- pll'(,.,~r
5 8.b2
,I
5 8.b2
. l1,SS4..QC! 11,'139.\1
s 1211.73
219.20
31.88
379.83
619.12
990. <;IS
lle.!!I9
1,109.t!l4
13.44
3bl.04
314.48
. -l-;48<t~
. 86.5:5
106.05
208.00
17..00
::176.60
_ Q3Q.Bb
1, ::I1b. 46
161.8'?'
....1I4,i!58
lQ.Q2
201 . 87
.z.z1.7Q
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1,118.81
'I",Q3,aQ
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Invo~ce Number. 2144
InvQiclJ Oat..: AUQu!;;t; 31. 1989
P.ge c.
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SubtotAl
Sw~n..=r",11 lir
1,<;>9..141)qaO,aa
. :3,:ns.lb- 3,0;13,.51
Subtotal
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TOTAL AMOUNT DUE THIS INVOICE
~",~~!Z2Z.:.!! 2.2..QS1.&7
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Parametrix, Inc.
~;:::.;. J*~~ t/,:_
~' PO, Box.so
Sumner, Washir.gton 983VO
2Q6.a3ll.WS'O 2060863-5128
Invoi~~ NUmber: 314e
Invoice Date: September 30, 1989
TERMS: NET 30 DAYS
Jefferson County
P.O. Box 1220
Pert Townsend. Washington 98368
~
~
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5"95". //I . Lj )
JEFFERSON COUN'l'Y ROAD PROJECT
,PMX Project 13-1820-01
, ,
. .
Billing per.ioc.'l. Endina SentlHlbll!r 30. 1988
BEAVER VALLEY ReAD (S'LY)
~J TRAl'l"IC laTA DEVELOPMEN!1' " REPORTS
B. Franklin
'D. t.enius
1.00 bra . 25.7S
6.SO'brs.1,.70
over~ , 163'
Prof..sional 1""
$
25.15
61. 65
87.~
.142.46
229.86
2'1.58
257.44
.....
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Dire<= Exptm...t
Print!nq
xilea...
6.30
11.28
77.58
335.02
,'\
SUbtotal - Task 1
DS.LZ.: z.oc:AT%ON OF ROADWAY
SUD'l'ASK 2 t
.
,.........,,...
!
.
W. Bercc:bauer
B. FnnJtlin
c. Rowland
D. BucJc
'1'. Banbergo
.!to bl:'lI , 2CS.44
1.50 hr. . 25.15
.50 bn . 20.20
.50 bra . 13.00
.25 bra . 11.00
OVerhead . 163'
Prote..ional Fee
s
13.22
38.n
10.10
6,50
2.'75
71.20
11LJ1A
111.26
22.41-
20'.73
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Invoice Number: 2148
Invoice date: SeptQlllber 30, 1989
Paqe 2
TaSk 2: (Cont.)
Direct Expenses:
supplies
Subtotal - Task 2
TOTAL - BEAVER VALLEY (S'LY)
$
$
4.9~
214.72
549.74
, .
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BEAVER VALLEY ROAl) (N'LY)
TASte: 1: TRAFF%C DATA DEVELOPMENT
,
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Direct ExpenseS:
Pr1nt!Dq
Mileage
$ 25.75
434.41
__ .7..'5.......u
!535.57
872.98
1,408.55
169.03
1,577.58
5.30
20.64
2!5.94
$ 1,603.!52
B. Franklin
R- Gaqnon
D. Lenius:
1.00 bra i 25.75
23.00 br& . 18.89
5.50 hrR I 13.70
avarhead , 163.
PrOf_sioDllll Poe
,'\
SUbtotal - 'lask (If' LY)
~AS1C 2: IDeATION OF RoADWAY
z;t1BTASK 2:
,
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If. Bel'llChauer
B. I'ranJc1in
c. Rowland
D. Buck
T. Banber9
0.50 bra . 26.44
1.50 bra e 25.15
1.00 hr. t 20.20
0.50 bra . 13.00
, .25 bra t 11.00
overhead . 163t
Profes.1onal 1'_
$
13.22
38.63
20.20
1S.50
2.75
81.30
132.52
213.82
2~...~15
23'.48
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Xnvoice Number: 2148
Xnvoice Data: september 30, 1989
Paqe 3
TASK 2 (Cont.):
Direct Expenses:
SUpp1.1,..
4.99
4.99
$ 244.47'
$ 1.847.99
Subtotal - Task 2
Total - Beaver Valley (N'LY)
OAlCBAY ROAD
TASK 1: 'l'RAP'Ftc DA1'A DEVELOPKEN'l'
B. Franklin
D. Lenius
x. Stal1Jaan
T. Jellison
'1'. Rehr
Direct Bxpena..:
24.50 bra . 25.75
9-7. 00- M's t 13.70
9.75 brs . 11.~7
2'5.00 hr.' 7.50
8.00 ~. 5.00
OVertwa4 . U3lt
Professional 1'''
$ 630.88
:1.328.90
116.71
187 . ~
40.00
2,303.99
3.755.50
6,059.49
727.U
6,786.63
5.30
92. 1.6.
5n.46
Pr!ntinq
MUeage
~ ~,aIl4.00
SUbt:ot:a1 - '1'o.eJc 1
TASK 2:' LOCATXON OF ROAI>>QY
glubtagk 21
W. Benchauer
, W. Berschauer
B. Franklin
c. J'<<Nlancl
R. Bron.. '
D. BUck
It. StaU.an
T. 1Ianbe%9
. Rat. IncrOlUH
3.00 bra . 28.85*
0.50 b:r:s . 26.44
1.00 bra . 25.75
2.50 bra . aO.20
'.50 bra . 16.44
24.75 bra . 13.00
2.'50 bra . 11.t?
33.00 bra . 11.00
$
86.55
13.22
25.75
50.50
90.42
321.715
29.93
253.00
171.12
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Xnvoice Date: SeptembOr 30, 1989
Page 4
,
1..41.9.93
3,291.05
274.93
2,565.98
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4.99
23.60
91..68
120.27
$ 2,686.25
,
$ 9,570.34
~ASK 2 (Cont. \ :
overhe.d I 163'
Profe.sional Fee
Direct ExpenSes:
suppli..
Px'intinc;
xl1eaCJe
su])total - Teak 3
'l'O'1'1lL OAJtSY IIOAD
~SONVXLLE ~H
~: -TRAFl'XC DA'1'A DEVELOPdN'l'
B. Franklin 0.50 bn . 25.75
D. t.enlws S.SO bn . 13.70
overhea4 . 163'
ft'Ofeaa1onal r..
$
12.88
715. :15.
88.23
143.81
232.04
27.84
259.88
Direct Exp-_:
Printing
5.40
5.40
SuJ:ltotal - 'l'_k 1
'l'AStI: 2.: LOCATION OF RoADWAY
$
265.28
W. Be~.u.r
W. Ber.cbauer
c. Rowland
R. Gagnon
D. Buck
K. Stal~an
'1'. Buaber9
3.00 bzs . 28.15*
0.50 hrs . 2'.44
0.25 bn . 20.20
13.00 br8 . 1...9
S.U bra . 15.00
2.00 bZW , 11..7
6.00 ~ I 11.00
$
86.55
13.22
5.05
245.57
14.75
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Xnvoice Number: 2148
Invoice Date: sept~r 30, 1989
paCJe !5
Task 2 (Cont.\!
Sabtobl - Task II
S=t~1. - &~vll1.
839.58
1,354.66
162 . 56 ,>
1,517.22
4.97
4.97
. 1,522.19
$ 1,787.47
OVerbead . 163'
PrOf...lonaJ. F..
Direct Expense.:
Suppll..
'l'OTAL AJIOON'.1' DO!: D:ES IlfVOICII:
$ 13,755.!l4
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~ PO Box~60
S:Jmner. Washington 98390
206,838.98'0 206.863.5'28
Invoice Number: 2157
Invoice Date: October 31, 1989
TERMS: NET 30 DAYS
Jefferson county
P.o. Box 1220
Port Townsend, Washington 98368
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JEFFERSON COUNTY ROAD PROJECT
PMX project 13-1820-01
Bi11ina Period Endina October 1 - Ocotober 27, 1989
BEAVER VALLEY ROAD (S'LY)
TASK 1: TRAFFIC DATA DEVELOPMENT & REPORTS
D. Lenius
$
6.85
11.17
18.02
2.16
20.18
0.50 hrs @ 13.70
Overhead @ lEi3%
Professional Fee
Direct Expenses:
Printing
Courier
Mileage
4.20
14.94
45.12
64.26
84.44
Subtotal - Task 1
$
TASK 2: LOCATION OF ROADWAY.
W. Berschauer
C. Rowland
R. Gagnon
N. Brones
G. Grieve
D. Honley
$ 43.2B
212. 10
453.36
423.33
854.00
741. 00
2,727.07
4.445.12
7,172.19
860.66
8,032.05
.
1.50 hrs @ 28.65
10.50 hrs @ 20.20
24.00 hrs @ 18.89
25.75 hrs @ 16.44
61. 00 hr. @ 14.00
57.00 hrs @ 13.00
Overhead @ 163t
Professional Fee
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Invoice Number: 2~57
Invoice Date: October 3~, ~9a9
Page 2
SUBTASK ~: section Subdivision
Professional Fee
$ 50.50
42.00
26.00
~18.50
~93.16
311. 66
37.40.
349.06
$ 8,381.91
C. RowJ.and
G. Grieve
D. HenJ.ey
2.50 hrs @ 20.20
3.00 hrs @ 14.00
2.00 h:-:-s @ 13.00
Overhead @ 163%
SubtotaJ. - Task 2
TOTAL - BEAVER VALLEY (S'LY)
$ 8,466.35
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BEAVER VALLEY ROAD (N'LY)
TASK 1: TRAFFIC DATA DEVELOPMENT
B. Franklin
D. Lenius
3.00 hrs @ 25.75
1.00 hrs @ 13.70
Overhead @ 163%
$
77.25
13.70
90.95
148.25
239.20
28.70
267.90
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professional Fee
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Direct Expenses:
Printing
Mileaqe
4.20
40.80
45.00
Subtotal - Task ],
$
312.90
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Invoice Number: 2~57
Invoice Date: October 31, ~989
Page 3
TASK 2: LOCATION OF ROADWAY
SUBTASK 2:
W.
C.
R.
T.
Berschauer
Rowland
Gagnon
Jellison
~.50 hrs @
4.25 hrs @
~~.OO hrs @
3.00 hrs @
28.85
20.20
~8.89
7.50
$ 43.28
85.85
207.79
22.50
359.42
585.85
945.27
~13.43
~,058.70
20.20
32. So3
53.~3
6.38
59.51
$ 1,~18.21
$ 1,431.11
Overhead @ ~63%
Professional Fee
SUBTASK 1: section Subdivision
C. Rowland
1.00 hrs @ 20.20
Overhead @ ~63%
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Professional Fee
Subtotal - Task 2
Total - Beaver Valley (N'LY)
I'i,
OAKBAY ROAD
TASK ~: TRAFFIC DATA DEVELOPMENT
o
W. Berschauer
B. Franklin
D. Lenius
T. Jellison
~.oo hrs @
~2.00 hrs @
93.00 hrs @
0.75 hrs @
28.85
25.75
~3.70
7.50
$ 28.85
309.00
1,274.10
5.63
1,617.58
".636.66
4,254.24
510.51
4,764.75
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Overhead @ 163%
protessional Fee
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Invoice Number: 2157
Invoice Date: October 31, 1989
Page 4
Direct Expenses:
Printing
Mileage
"
Subtotal - Task 1
4.20
66.00
70.20
$ 4,834.95
~: LOCATION OF ROADWAY
W. Berschauer
R. Gagnon
1.50 hrs @ 28.85
18.00 hrs @ 18.89
Overhead @ 163%
$ 43.28
340.02
383.30
624.78
1,008.08
120.97
1,129.05
1,129.50
Professional Fee
Subtotal - Task 2
$
$
5,964.00
TOTAL OAKBAY ROAD
SWANSONVILLE INTERSECTION
~: TRAFFIC DATA DEVELOPMENT
W. Berschauer
D. Lenius
T. Jellison
1.00 hrs e 2B.85
2.00 hrs @ 13.70
5.00 hrs @ 7.50
Overhead @ 163%
Professional Fee
$
28.85
27.40
37.50
93.75
152.81
246.56
29.5!;}
276.15
4.40
111.84
116.24
392.39
.
Direct Expenses:
printinq
Mileaqe
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subtotal - Task 1
$
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Invoice Number: 2157
Invoice Date: October 31, 1989
Page 5
~~: LOCATION OF ROADWAY
W. Berschauer
C. Row1and
N. Brones
G. Grieve
0.50 hrs @ 28.85
0.50 hrs @ 20.20
5.50 hrs @ 16.44
5.50 hrs @ 14.00
$ 14.43
10.10
90.42
77.00
191.95
~
504.83
60.58
565.41
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Overhead @ 163%
Professional Fee
SUBTASK 1: section Subdivision
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G. Grieve
D. Henley
2.25 hrs @ 20.20
6.50 hrs @ 14.00
7.00 hrs @ 13.00
Overhead @ 163%
$
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Subtotal
Subtotal
Task 2
swarisonville
45.45
91. 00
91. 00
227.45
370.74
598.19
71. 78
669.97
$ 1,235.38
$ 1,627.77
Professional Fee
-"--~:"
TOTAL AMOUNT DUE THIS ItIVOICE
$ 17,489.23
-----------
.
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Plea.email remittance to P. O. Box 460, sumner, Washington 98390.
Past clue account. shall bCl subject to l' per month interellt charge,
but not exce.cling the maximum allowable.
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V p,o, Box 460
Sumner, Washington 98390
206.B38.ge10 206-863,5128
Invoice Number: 2167
Invoice Date: December 8, 1989
TERMS: NET 30 DAYS
Jefferson County
P.O. Box 1220
Port Townsend, Washington 98368
JEFFERSON COUNTY ROAD PROJECT
PMX Project 13-1820-01
Billi.na Period Endina October '-9 - Nnvember 24. 1989
BEAVER VALLEY ROAD (S'LY)
~: TRAFFIC DATA DEVELOPMENT & REPORTS
B. Franklin
D. Lenius
T. Jellison
2.00 hrs @ 25.75
9.00 hrs Ii! 13.70....
2.00 hrs @ 7.50 -
$
51.50
123.30
15.00
189.80
309.37
499.17
59.90
559.07
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Professional Fee
Direct Expenses:
Computer Equipment
Mileage
Subtotal - Task 1
23.14
69.60
92.74
651.81
,'\
$
~: LOCATION OF ROADWAY
o
W. Berschauer 1.00 hrs @ 28.85....
C. Rowland 0.75 hrs @ 20.20;
R. Gag-non 19.00 hrs @ 18.89~
N. Brones 6.00 hrs @ 16.44 ....
G. Grieve 6.50 hrs @ 14.00 ~
D. Henley 8.0.0 hra @ 13.00 ......
J. Brown 9.00 hrs . 12.55
Overhead G! 163t '
Profes.ional Fee
$ 28.85
15.15
358.91
98.64
91.00
104.00
112.95
809.50
1.319.49
2,128.99
255.48
2,384.47
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Invoice Number: 2167
Invoice Date: December 8, 1989
Page 2
SUBTASK ~ SECTION SUBDIVISION
Pro~essional Fee
$ 101.00
35.00 "
130.00
266.00
433.58
699.58
83.95
783.53
$ 3,168.00
$ 3,819.81 --
C. Rowland
G. Grieve
D. Henley
5.00 brs @ 20.20 v
2. 50 brs @ 14.00--
10.00 brs @ 13.00~
Overhead @ 163%,
Subtotal - Task 2
TOTAL - BEAVER VALLEY (S'LY)
.....
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BEAVER VALLEY ROAD (N'LY)
TASK 1: TRAFFIC DATA DEVELOPMENT
B. Franklin 2.00 bra @ 25.75 e/'
Overhead @ 163'
$
51.50
83.95
135.45
16.25
151.70
Pro~easional Fee
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Computer Equipment ~
(
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Subtotal - Task 1
$
23.14
23.14
174.84
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Invoice Date: December 8, 1989
paqe 3
~: LOCATION OF ROADWAY
W. Berschauer 1.00 hrs @ 28.85 ,,/
C. Rowland 2.75 hrs @ 20.20./
R. Gaqnon 30.00 hrs @ 18.89 ,-
N. Brones 2.00 hrs @ 16.44 V"
G. Grieve 60.00 hrs @ 14.00 ,,/
D. Henley 57.00 hrs @ 13.00 ,,/
J. Brown 12.50 hrs @ 12.55 v'
Overhead @ 163%
Professional Fee
SUBTASK 1: SECTION SUBDIVISION
C. Rowland
0.75 hrs @ 20.20~
Overhead @ 163%
Professional Fee
Subtotal - Task 2
Total - Beaver Valley (N'LY)
OAKBAY ROAD
1A2K...J.: TRAFFIC DATA DE'lELCPHEWl'
. ,
$ 28.85
55.55
566.70
32.88
840.00
741.00
156.88
2,421.86
3.947.63
6,369.49
764.34
7,133.83
"
15.15
24.69
39.84
4.78
44.62
$ 7,178.45
$ 7,353.29-
B. Franklin 6.00 hra @ 25.75-:::: $ 154.50
D. Lenius 88.00 hr. @ 13.70 1,205.60
T. Jellison 13.00 hr. @ 7.50...... 97.50
T. Nehr 13.00 hr. @ 5.00- 65.00
1,522.60
OVerhead @ 16n 2.481.84
4,004.44
prote.sional Fee 480.53
4,484.97
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Invoice Number: 2167
Xnvoice Date: December 8, 1989
paqe 4
TASK 1: (Cont.)
Direct Expenses:
Computer Equipment
23.15
23.15
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$ 4,508.12
$ 57.70
84.00
141. 70
230.97
372.67
44.72
$ 417.39
$ 4,925.51V'"
Subtotal - Task 1
TASK 2: LOCATION OF ROADWAY
W. Berschauer
G. Grieve
2.00 hrs @ 28.85 ~
6.00 hrs @ 14.00 V
Overhead @ 163%
Professional Fee
Subtotal - Task 2
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SWANSONVILLE INTERSECTION
TASK 1: TRAFFIC DATA DEVELOPMENT
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B. Franklin
o Lenius
i<. Stallman
2.00 hrs @ 25.75 ~
27.50 hrs @ 13.70~
1.50 hrs @ 11.97--'
Ov'!!rhear! @ 163~
Professional Fee
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Direct Expense.:
Computer Equipment
$ 51.50
376.75
17.96
446.21
727.32
1,173.53
140.82
1,314.35
23.15
23.15
$ 1,337.50
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Invoice Date: December 8, 1989
Page 5
:r&ULa: LOCATIOli OF ROADWAY
w. Berschauer
c. Rowland
2.00 hrs @ 28.85'"
0.25 hrs @ 20.20"';
Overhead " 163%
Subtotal - Swansonville
$ 57.70
5.05
62.75
102.28 "
165.03
19.80
184.83
$ 15.15
49.00
64.15
104.56
168.71
20.25
188.96
$ 373.79
$ 1,711. 29""'-
,
Professional Fee
SUBTASK 1: SECTION SUBDIVISION
C. Rowland
G. Grieve
0.75 hrs @ 20.20 ~
3.50 hrs @ 14.00/
OVerhead @ 163%
Professional Fee
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TOTAL AMOUNT DUE THIS INVOICE
$ 17,809.90
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FROM PARAMETRIX SUMNER
Parametrlx, Inc.
l~ P,Q, SOX ~60
.. Sumner, Wash'"gtor''' g~390
::'-oS-3::!6-'?8'!O 20l'-~>j3-5~~~
Invoice Number: 2174
Invoice Date: January 8, 1990
TERMS: NET 30 DAYS
Jefferson County
P.O. Box 1220
port Townsend, Washington 98368
,\
JEFFERSON COUNTY ROAD PROJECT
PMX Project 13-1820-01
;;~
EjJlin~ Period Endina December 31. 1989
BEAVER VALLEY ROAD (S'LY)
~: TRAFFIC DATA DEVELOPMENT & REPORTS
B. Franklin
C. Row~and
D. Lenius
T. Jellison
S. Brennan
Direct Expenses:
7.00 hrs @ 25.75 $ 180.25
1.50 hrlll @ 20.20 30.30 -I
18.00 hrs @ 13.70 246.EiO 1
19.00 hrs @ 7.50 142.50 1
0.25 hra @ 9.38 2.35
602~00
Overhead @ 163% 981.26
1,583.26
Professional Fee 189,99
1,773.25
Doc::umGnts, 35.00
Mileaqe 167.70
printinq 44.50
Subc::onsultants:
R.H. winters Co., Inc::. 35,00
282.20
Subtotal - Task 1 $ 2,055.45
~: LOCATION OF ROADWAY
W, Berschauar
1.50 hra . 28.85
OveZ'head " 163~
Prot..sional poa
$
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10.55
113.83
13.66
127.49
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FROM PARAMETRIX SUMNER
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invoice Number: 2174
invoice Date: January 8, 1990
Page 2
SUBTASK 1: SECTiON SUBDIVISION
c. Rowland 8.50 brs @ 20.20
G. Grieve 29.50 brs , 14.00
D. Henley 18.00 hrs @ 13.00
J. Brown 9.00 hrs @ 12.55
overhead @ 163%
Professional F~e
Subtotal - Task 2
TOTAL - BEAVER VALI.EY (S'LY)
BEAVER VALLEY ROAD (N'L'i)
:I8IDLJ.: :I'RAFFIC DATA DEVELOPMENT
B. Franklin
D. Lenius
l\, st~J.lman
T. Jellison
T. Nehr
4.00 hra @ 25.75 ,/
56.50 hrs ,@ 13.70":/
5.00 hrs @ 11.97 v'"
7.50 brs @ 7.50
5.00 hrs @ 5.00 ./
Overhead e 163%
Professional Fee
Diroct Expenses:
Mileac;e
SubconBultantl
R.H. winters Co., ~nc.
Subtotal- Task 1
"
PAGE.003
$ 171,70
413.00
234.00
112.95
931.65
1.518.59
2,450.24
294.03
2,744.27
$ 2,871.26
$ 4,927.21
$ 103.00
774.05
59.85
56.2!:i
25.00
1,018.15
1. 659 . 58
2,677.73
321.33
2,999.06
16.32
35,00
51.32
$ 3,0150.38
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43.28
40.40
113.34
15,44
61. 65
12.55
287.66
468.89
756.55
90.79
847.34
136.35
210.00
131. 78
478.13
779.35
1,257.48
150.90
$ 1,408.38 ,r. \
$ 5,306.10
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Invoice Number: 2174
Invoice Date: January 8, 199U
Page 3
TASK :2: LOCATION OF ROADWAY
W. Berschauer .L.50 hrs @ 28.85 ,/
c. Rowland ~.OO hrs @ 20.20....--
R. Gagnon 6.00 hrs @ 18.89 --
N. Brones J..oo hrs @ 16.44 ......
D. Lenius 4.50 hrs @ 13.70 ....---
J. Brown 1.00 hrs @ 12.55........
Overhead @ 163%
Professional Fee
SUBTAS~ SECTION SUBDIVISION
c. Rowland
G. Grieve
J. Brown
6.75 hra @ 20.20'/
15.00 brs @ 14.00........
10.50 hrs @ 12.55........
Overhead @ 163%
l'rotessicnal Fl:l'"
Subtotal - Task 2
Total - Beaver Valley (N'LY)
OAKBAY ROAD
~..J.: TRAFFIC DATA DEVELOPMENT
B. Franklin
C. Rowland
B. Peterson
D. Lenius
1(. Stallman
T. Jellison
5.00 hr. @ 25.75
0.25 hrs @ 20.20
16.00 hra @ 20.00
3.00 hra @ 13 .70
4.00 hr. @ 11.97
4.00 hrs , 7.50
$ 128.75
5.05
320.00
41.10
47.88
3 Q.,.2.Q
572.78
_ 933.63
1,506.41
180.77
Overhead' 163'
prot.ssional Foe
Subtotal '- Task 1
TOTAL OAKaAY ROAD
$ 1,687.18
$ 1,687.18
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FROM PARAMETRIX SUMNER
PAGE.eel5
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Invoice Number: 2174
Invoice Date: January 8, 1990
Page 4
~WANSONVILLE INTERSECTION
TASJ( 1: TRAFFIC DATA DEVELOPMENT
,>
B. Franklin
D. Lenius
T. JeJ.lison
5.00 hrs @ 25.75
16.00 hra @ 13.70
3.00 hra @ 7.50
OVerhead @ 163%
$ 128.75
219.20
22.50
370.45
603.83
974.28
116.91
1,091.19
12.59
professional Fee
Direct Expenses:
supplies
subconsultant:
R.H. winters Co., Inc.
35.01
47.60
$ 1,138.79
Subtotal .~ Task 1
SUBTASJ( 1: SECTION SUBDIVISION
C. Rowland
0.25 hra . 20.20
OVerhead ,@ 16n
professional Fee
Subtotal - Task 2
Subtotal ,'- Swansonville
5.05
8.23
11.:>'8
1.59
$ 14.87
$ 1,153.66
$
TOTAL MOUN'!' DUE '.tHIS INVOICE
$ 13,074.15
==__...._==:1_
walt Bersehauer
.' .
.
Please mail remittance to P.O., Box 460, sumner, washington 98390.
Past due acc:ountsshall be subjec:t to l' per month interest charge,
but not .xc8edin~ the ~aximum allowable.
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Parametrlxr Inc,
Celebrating Twenty Years (1969-1989)
P.O, 130' 460/1231 Fryar fwa, Sumner, WA 98390
2U(;,838-9810 206-863-5128 Fax: 206-8~94e
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Invoice Number:2182
Invoice Date: January 31, 1990
TERMS: NET 30 DAYS
Jefferson County
P.O. Box 1220
Port Townsend, Washington 98368
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JEFFERSON COUNTY ROAD PROJECT
PMY. Project 13-1820-01
FEB 08 1990
-;:-=PERSON COUNTY
' , - ''''''ll:lKS D~P:.
Billina Period Januarv 1 - Januarv 26, 1990
BEAVER VALLEY ROAD (S'LY)
~: TRAFFIC DATA DEVELOPMENT & REPORTS
W. Berschauer
B. Franklin
D. Lenius
K. Stallman IOIl"P'1e.1l.1
K. Holtzclaw('~I''''~\
D. Fisher 1(..,-,,,.\
2.00 hra @ 31.25 $ 62,50
11. 00 hra @ 27.55 303,05
9.00 hra @ 15.02 135.18
0.50 hra @ 12.63 6.32
0.50 hrs @ J.0.50 5.25
0.50 hra @ 9.50 4.75 > '
517.05
Overhead @ 163% 842,79
1,359.84
Profeasional Fee 163.18
J.,523,02
Documents (35.00)
"emporar.y Services ____,..-='_..JUI.
(31.02)
Subtotal - Task J. $ J.,492.00
Direct Expenses:
~: LOCATION OF ROADWAY
W. Berschauer J..OO hra @ 31.25 $ 31.25 .'
Overhead @ 163t 50.....2j, . .
82,19
Professional Fee ~),S6
$ 92,05
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Invoice Date: January 31, 1990
Page 2
TASK 2: LOCATION OF ROADWAY (cont'd)
SVBTASK 1: SECTION SUBDIVISION
C. Rowland 1.25 hrs @ 21.42
O....erhead @ 161%
Professional Fee
Subtotal - Task 2
TOTAL - BEAVER VALLEY (S'LY)
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TASK 1: TRAFFIC DATA DEVELOPMENT
B. Franklin ~
D. Lenius "
5.00 hrs @ 27.55
4.00 hrs @ 15.02
Overhead @ 163t
Prof.ssional Fee
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TASK 2: LOCATION OF ROADWAY
W. Berschauer'-
C. Rowland '"
1.00 hrs e 31.25
1.00 hr. e 21.42
Overhead . lSn
Profe..ional F..
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$ 26.78
43.65
70.43
8.45
$ 78.88
$ 170.93
$ 1,662,93........
$
137.75
60.08
197.83
322.46
520.29
62.43
582.72
$
$
31.25
21. 42
52.67
85,85
138.52
16.62
155.14
$
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Invoice Number:2182
Invoice Date: January 31, ~990
Page 3
TASK 2: LOCATION OF ROADWAY (cont'd)
Total - Beaver Valley (N'LY)
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$ 42.84
292.50
269.80
605.14
986.38
~,591.52
190.98
$ ~,782.50
$ ~,937.64
$ 2,520.36'/
SUBTASK ~:
SECTION SUBDIVISION
C. RoWland/
G. Grieve
J. Brown '"
2.00 hrs @ 2~.42
~~.5a hrs @ ~5.0C
20.00 hra @ ~3.49
Overhead @ ~63%
professional Fee
Subtotal - Task 2
OAKBA'i ROAD
~: TRAFFIC DATA DEVELOPMENT
,'\
B. Franklin
B. Peterson
D. Lenius
T. Jellison
T. Nehr
~l. 50 hrs @
1.00 hrs @
4.00 hrs @
8.50 hrs @
0.50 hrs @
27.55 v
20.00""""
15.02 ./
7.96 ,/
5.00 ,/
$ 316.83
20,00
60.vB
67. ce.
2.~
467 07
76l,._3..2.
1,228.39
147.41
$ 1,375.80
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Overhead @ 163%
Professional Fee
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Invoice Date: January 31, 1990
paqe 4
TASK 2: LOCATION OF ROADWAY
W.
C.
N.
D.
G.
T.
Berschauer
Rowland
Brones
Lenius
Grieve
Jellison
L 00 hrs
7.50 hrs
8.00 hrs
12.00 hrs
45.00 hrs
2.00 hrs
@ 31.25/
@ 21.42/
@ 17.67/
6 :15.02/
@ 15.00./
@ 7.96
$ 31.25
160.65
141.36
180.24
675.00
15.92
1,204.42
1.963.20
3,167.62
380. 11
$ 3,547.73
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Overhead @ 163%
Professional Fee
Subtotal - Task 2
TASK 3: DESIGN
W. Berschauer
B. Franklin
D. Lenius
2.00 hrs @ 31.25.....
6.00 hrs @ 27.55/
52.00 hrs @ 15.02/'
Overhead @ 163%
('
Professional Fee
$ 62.50
165.30
781.04
1,008.84
1.644,41
2,653.25
318.39
$ 2,971.64
Subtotal - Task 3
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$ 7,895.17V"'"
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Invoice Date: January 31, 1990
Page 5
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SWANSONVILLE INTERSECTION
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B. Franklin
D. Lenius
4.00 hrs @ 27.55
4.00 hrs @ 15.02
Overhead @ 163%
$
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60.08
J.70.28
277.56
447,84
53.74
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Professional Fee
Subtotal - Swansonvil1e
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V P,O, Box 460
Sumner, Washington 98390
206-838.98'0 206-863.5'28
XNVOXCE
Xnvoice * 001137
03/12/90
Page 1
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Jefferson county
P.O. Box 1220
Port Townsend WA 98368
>>
Billing Period Ending 02/29/90
------------------------------------------------------------------------
Total Direct Labor
10,359.50
409.91
Total Direct Expenses
INVOXCE TOTAL **
10,769.41
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10,769.41
TOTAL AMOUNT DUE TaXS INVOXCE **
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TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CHG
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J,EFFERSON COUNn
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Invoice it 001137
03/12/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
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EXPENSE
DETAIL
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Beaver Va1ley (S'LY) Traffic Data
DIRECT EXPENSES
Mileage
Vehicle Mi1eage
QTY
150.00 mile(s)
RATE
.2550
AMOUNT
38.25
38.25
Beaver Va11ey (S'LY) Section Subdiv
DIRECT LABOR
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1.50
3.50
RATE
15.0000
21.4200
COST
22.50
74.97
Grieve, Gary A.
Row1and, C1ark G.
5.00
overhead II 163t
97.47
Professional Fee
158.88V
256.35'"
30.76....-'
287.11
DIRECT EXPENSES
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QTY
AMOUNT
11.86 ,/
RATE
Documents, Maps
WA Dapt of Natural Resou
Total - Beavor Valloy (S'LY)
11.86
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13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
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DETAIL
Beaver Valley (N'LY) Traffic Data
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Mileage
Vehicle Mileage
QTY
150.00 mUe(s)
Beaver Valley (N'LY) Section Subdiv
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DIRECT LABOR
HOURS
4.50
7.75
RATE
15.0000
21.4200
Grieve, Gary A.
ROWland, Clark G.
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Protessional Fee
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Subtotal - N'LY
Oakbay Road Road Location
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Grieve, Gary A.
ROWland, Clark G.
HOURS RATE
3.00~ 15.0000
7.50...... 21.4200
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03/12/90
Page 3
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RATE
.2550
AMOUNT
38.2Y
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38.25'/ .
COST
67.50
166.00
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233.50....
380.61-
614.11
73.69
687.80
726.05/'
COST
45.00
160.65
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540.86
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JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
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oakbay Road Road Location
DIRECT EXPENSES
Mileage
Vehicle Mileage
oakbay Road Desiqn
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Jellison, Terri A.
Jonas, Diana K.
Lenius, Diane K.
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DIRECT EXPENSES
Mileage
Vehicle Mileage
Mileage
Vehicle Mileage
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DETAIL
(CONT'D)
QTY
546.00 mile(s)
HOURS RATE
21.00" 27.5500
4.00 ..... 7.9600
.25 ,. 7.0000
154.00/ 15.0200
179.25
OVerhead @ 163'
Professional Fee
QTY
230.00 mila(s)
485.00 mila(s)
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Invoice # 001137
03/12/90
Page 4
RATE
.2550
AMOUNT
139.23 -
139.23
COST
578.55
31.84
1.75
2,313.08
2,~25.22
4.768.11
7,693.33
923.20
8,616.53
RATE AMOUNT
.2550 58.65-
.2550 123.67'-
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SALARY
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03/12/90
Page 4
JEFFERSON COUNTY ROAD PROJECT
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Oakbay Road Plans/Specs
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Franklin, Robert P.
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Overhead @ 163%
Profe$sional Fee
89.81
144.91
17.39
162.30
Subtotal - Oakbay
** TOTAL PROJECT 13-1820-01
9,706.14/
10,769.41
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JEFFERSON COtmTY PROGRESS REPORT '8 - February 1990
0579 Beaver Valley Road (S'ly)
Work Accomplished:
Task 2: Additional field verification of section corners have been
completed. Additional records of past surveys continue to trickle in. The
existing cased monument at the N.W. corner of Section 18 is now questionable
because of evidence found of pike's 1820 survey. Underground locate of Beaver
Valley & W'ly portion of Oakbay Rd has been requested. Wish to discuss
particulars of map contents with Bruce.
Work Anticipated: Preliminary engineering to proceed following direction by
Jefferson County.
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0811 Beaver Valley Road (N'ly)
Work Accomplished:
Task 2: Additional field verification of section corners have been
completed. Additional records of past surveys continue to trickle in. The
existing cased monument at the N.W. corner of Section 18 is now questionable
because of evidence found of pike's 1820 survey. Underground locate of
Beaver Valley, Larson Lake Rd has been requested. Wish to discuss
particulars of map contents with Bruce.
Work Anticipated: Preliminary engineering to proceed following direction by
Jefferson County.
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0812 Oak Bay Road
Work Accomplished:
Task 2: Ownerships have been identified and tax lot descriptions present
location problems relative to existing right of ways.
Task 3: Field reviewed preliminary design considerations with Bruce Laurie
of Jefferson County February 12, 1990. Developed horizontal alignment
intersections, turn lanes, bus pullouts and bike path design.
Work Anticipated: Submittal of plans and specifications for Jefferson County
review by March 31, 1990.
0813 SWBnsonville Intersection
Work Accomplished:
Work Anticipated: Preliminary engineering to proceed following directj,on by
Jefferson County.
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Parametrix, Inc.
&;li;, P.O, Box 460
. SumnE'r. Washmgton 98290
206-636.9610 206,&63.5126
INVOICE
Invoice # 002709
03/18/91
Page 1
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
RECErvt::D
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
MAR 27 1991
JEFFERSON COUNT
PUBLIC WOR.KS DEP
Billing Period Ending 03/01/91
------------------------------------------------------------------------
FINAL INVOICE
Total Direct Labor
3,255.27
Total Direct Expenses
.00
FEE MAXIMUM
PRIOR BILLINGS
216,187.27
201,973.07
FEE REMAINING
14,214.20
INVOICE TOTAL .*
3,255.27 '0//'
BALANCE OF PROFESSIONAL FEE
1,556.67 1,2")7.57
",811. 94 4,1552,84
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TOTAL AMOUNT DUE THIS INVOICE .*
PARAMETRIX, INC.
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TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CHG
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INVOICE
13-1820-01
SALARY
V P.D, 80x 460
Sumner. Washinglon 98390
206.838.98'0 206.863.5'28
JEFFERSON COUNTY ROAD PROJECT
&
EXPENSE
DETAIL
DIRECT LABOR
Beaver Valley (N'l) Road Location
HOURS
9.00
RATE
9.0000
Terri A. Jellison
9.00
Overhead @ 163%
Professional Fee
DIRECT LABOR
Beaver Valley (N'l) Design
Subtotal - B/V N'L Rd Loc
HOURS
3.00
36.00
RATE
27.5500
17.0000
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Robert P. Franklin
Patrick E. McAvoy
39.00
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professional Fee
subtotal - B/V N'L Design
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Invoice I 002709
03/18/91
Page 2
COST
81.00
81. 00
132.03 '
213.03~
25.57'
238.60 -
COST
82.65 -
612.00 -
694.65 -
1.132.28 ".
1,826.93 -
219.24 ~'
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INVOICE
13-1820-01
S A L A R Y
V. P.O. Box 460
Sumner, Washington 98390
206,838,98 to 206.863,5128
JEFFERSON COUNTY ROAD PROJECT
&
EXPENSE
DETAIL
DIRECT LABOR
Beaver Va~ley (N'~) Plans/Specs
HOURS
5.75
17.50
RATE
9.0000
15.8700
Terri A. Je~lison
Diane K. Lenius
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23.25
Invoice # 002709
03/18/91
Page 3
COST
51. 75.-
277. 72 ~
329.47 -
Overhead @ 163% 537.04 ..-
866. 51 ~
Professional Fee 103. 99 ~
Subtotal B/V N'L Plans/Specs
970.50-
** TOTAL PROJECT 13-1820-01
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PARAMETRIX FEE PAYMENT
PROJECT FEE PAID FEE REQESTED TOTALS
THRU 12101/90 THIS BILLING
Beaver Valley South, CR0579 $4,913.21 $0.00 $4,913.21
Beaver Valley North, CROB11 $5,163.89 $348.80 $5,512.69
Oak Bay Ad" CR0812 $8,789.62 $0.00 $8,789.62
B,V./Swansonville, CROB13 $1,542.70 $1 ,556.67 $3,099,37
TOTAL FEE PER INVOICES
$20,409.42 I
$22,314.89 I
$22,055.79 I
($259.10) I
$1 ,297.57 I
$3,255.27 I
$1 ,905.47 I
TOTAL FEE ALLOWED BY AGREEMENT
AOJUSTMENTTO BILLING
CORRECTED REMAINING FEE
CURRENT INVOICE, CROBll
TOTAL AMOUNT DUE
$4.552.84 I
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02-Apr-01
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V P.Q, Box 460
, Sumner. Washington 98390
206.83B.9810 206.863.6128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
Billing Period Ending 12/01/90
Total Direct Labor
15,815.20
Total Direct Expenses
FEE MAXIMUM 216,187.27
PRIOR BILLINGS 186,014.35
143.52
FEE REMAINING 30,172.92
INVOICE TOTAL **
TOTAL AMOUNT DUE THIS INVOICE **
PARAMETRIX, INC.
pt.:l ~ T141~ 1l~,
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Invoice # 005276
12/20/90
Page 1
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15,958.72
15,958.72~/
, C 152,45 ')
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V P.Q, Box 460
Sumner. Washinglon 98390
206.838,9810 206-863,5128
INVOICE
Invoice # 005276
12/20/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
E X PEN S E
DETAIL
Beaver valley (S'l) Road Location
DIRECT LABOR
Terri A. Jellison
Amy L. Lent
HOURS./ RATE
.50../9.0000
.50 6.5000
COST
4.50
3.25
1.00
7.75
Overhead @ 163'
.....
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Professional Fee
12.63
20.38
2.45
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Subtotal - S'L Rd Location
22.83
Beaver Valley (S'l) Design
,'\
DIRECT LABOR
Brian S. Bailey ('7P"'J'("~
Amy L. Ll!mt (;, ",/"
Patrick E. McAvoy
Philip H. struck
HOURS / RATE
3.25 /6.2500
1.00...... 6.5000
70.00/17.0000
1.00/18.2700
COST
20.31
6.50
1,190.00
18.27
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Overhead @ 163'
1,235.08
2.013.18
3,248.26
389.79
Professional Fee
Subtotal - S'L Design
3,638.05
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V P.Q, Box 460
Sumner. Washinglon 98390
206.83B.98'0 206.863.5'28
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
E X PEN S E
D ETA I L
&
Beaver Va11ey (S'l) P1ans/Specs
DIRECT LABOR
Brian S. Bai1ey
Diane K. Lenius
HOURS ......RATE
5.50 ------6.2500
58.00/15.8700
63.50
Overhead @ 163%
Professional Fee
Subtotal - S'L Plans/Specs
Beaver Valley (N'l) Road Location
DIRECT LABOR
Clark G. Rowland
HOURS RATE
10.50/21.4200
10.50
Overhead @ 163'
Professional Fee
Invoice Adjustment - Aug 89 #2144
Terry Hanberg (Aug 89 12144)
Darrin Buck (Auq 89 12144)
Subtotal - N'l Road Location
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Invoice # 005276
12/20/90
Page 3
COST
34.37
920.46
954.83
1.556.37
2,511.20
301. 34
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1:';:'\1 t:.~ ;,. h.. ,...;;..t(;,~.
~'/f'r IlJE'f'
COST
224.91
224.91
366.60
591.51
70.98
(5.16)
154.76
149.60/
2,812.5L_
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V 1'0, Box 460
Sumner. Washington 98390
206,838.9810 206-863.5128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Invoice # 005276
12/20/90
Page 4
,>
COST
135.00
15.00
20.25
6.50
663.00
237.51
1,077.26
1.755.93
2,833.19
339.98
3,173.17
RATE
.2600
AMOUNT
18,20
S A L.A R Y
&
EXPENSE
D ETA I L
18.20
3,191.37'
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Beaver Valley (N'l) Design
DIRECT LABOR
Mark T. Caldwell C1Jt2IiFrf'R.>
Daniel L. Fisher (c.J,",~..v',
Terri A. Jellison
Amy L. Lent CLo!,-J.Ct;"
Patrick E. McAvoy
Philip H. struck
HOURS RATE
15.00/ 9.0000
1.50/10.0000
2.25.,/'9.0000
1.00::/."6.5000
39.00' ..17.0000
13.00/18.2700
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71.75
Overhead @ 163%
Professional Fee
DIRECT EXPENSES
Mileage
Vehicle Mileage
QTY
70.00 mile(s)
Subtotal - N'L Design
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V p.o. Box 460
. Sumner. Washington 98390
206.838.9810 206.863.5128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAIL
Beaver Valley eN'l) Plans/Specs
DIRECT LABOR
Brian S. Bailey
Robert P. Franklin
Diane K. Lenius
HOURS RATE
5.50./ 6.2500
8.00 27.5500
24.00/15.8700
37.50
Overhead @ 163%
Professional Fee
DIRECT EXPENSES
Mileage
Vehicle Mileage
QTY
233.00 mile(s)
Subtotal - N'L Plans/Specs
q.~~,~1 P'in'.-d 0" "..rye-It'd P"'PtH
.
Invoice # 005276
12/20/90
Page 5
COST
34.37
220.40
380.88
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635.65
1.036.11
1,671-76
200.61
1,872.37
RATE
.2600
AMOUNT
60.58
60.58
1,932.95~
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INVOICE
13-1820-01
SALARY
V P.O. Box 460
, Sumner. Washington 98390
206,838.9810 206,863-5128
Invoice 6' 005276
12/20/90
Page 6
JEFFERSON COUNTY ROAD PROJECT
&
EXPENSE
"
DETAIL
Oak Bay Rd Const. Staking
DIRECT LABOR
3-Man Crew
2-Man Crew
Engineer
HOURS RATE COST
18.50 130.00 2,405.00 -
10.75 90.00 967.50 --
5.50 47.50 261.25-
-------- ----------
34.75 3,633.75.......
QTY RATE AMOUNT
249.00 mile(s) .2600 64.74-
------------
64.74
DIRECT EXPENSES
Mileage
Vehicle Mileage
Subtotal - Oak Bay Rd Const. staking
3,698.49 ....
Swansonville Intersection - Location of Roadway
Invoice Adjustment - Aug 89 12144
Terry Hanberg (Aug 89 12144)
Darrin Buck (Aug 89 12144)
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5.16
(154.761
Subtotal - Swansonville Inter. f'/~>f.) (149.60)-
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** TOTAL PROJECT 13-1820-01 15,958.72
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V P'Q, Box 460
Sumner, Washington 98390
206.838,9810 206.863-5128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
Billing Period Ending 11/01/90
Total Direct Labor
Total Direct Expenses
FEE MAXIMUM
PRIOR BILLINGS
221,876.50
169,141.65
FEE REMAINING
52,734.85
INVOICE TOTAL **
TOTAL AMOUNT DUE THIS INVOICE **
~'TRZX' ZNe.
~~~
Invoice I 005200
11/26/90
Page 1
16,814.98
57.72
16,872.70
16,872.70_
TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CHG
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V P,O, Box 460
Sumner, Washington 98390
206.838.9810 206.863.5128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
DETAIL
&
Beaver Valley (S'l) Road Location
DIRECT LABOR
Diane K. Lenius
Kathleen J. O'Farrel
Clark G. Rowland
,HOURS RATE
2.00/J,.5.8700
17.00..::{-2.0000
7.25 21.4200
26.25
Overhead @ 163'
Professional Fee
Subtotal - (R'l) Rd Location
Beaver Valley (S'l) Design
DIRECT LABOR
Walt L. Berschauer
Diane K. Lenius
Patrick E. McAvoy
Philip H. Struck
HOURS RATE
3.00\/"31.2500
35.50....15.8700
93.00/17.0000
1.'00 (,/],8.2700
132.50
Overhead @ 163'
professional Fee
.
Invoice # 005200
11/26/90
Page 2
COST
31.74
204.00
155.29
391. 03
637.38
1,028.41
123.41
1,151.82
COST
93.75
563.38
1,581.00
18.27
2,256.40
3.677.93
5,934.33
712.12
6,646.45
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INVOICE
Parametrix, Inc.
V P.O, Box 460
Sumner, Washington 98390
206-838.9810 206-863-5128
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
&
Beaver Valley (S'l) Design
DIRECT EXPENSES
Mileage
Vehicle Mileage
Beaver Valley (S'l) Plans/Specs
DIRECT LABOR
Kelly I. Stallman
..
.
DETAIL
(CONT'D)
QTY
34.00 mile (s)
Subtotal - (S'l) Design
HOURS RATE
3.50'/13.2500
3.50
Overhead @ 163'
',Professional Fe.
Subtotal - (S'l) Plans/Specs
Invoice # 005200
11/26/90
Page 3
RATE
.2600
COST
46.37
46.37
75.58
121.95
14:63
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AMOUNT
8.84
8.84
6,655.29
136.58
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V P'Q, Box 460
Sumner. Washington 98390
206-838.9610 206-B63.5128
INVOICE
Invoice # 005200
11/26/90
Page 4
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
,>
SALARY
DETAIL
&
EXPENSE
Beaver Valley (N'l) Road Location
DIRECT LABOR
Walt L. Berschauer
Rick E. Gagnon
Terri A. Jellison
Diane K. Lenius
Stacey A. Martin
Kathleen J. O'Farrel
Clark G. Rowland
HOURS / RATE
1.00 31.2500
11.50 ........20.3100
2.50/9.0000
7.00-;::'-15.8700
.50 6.0000
19.50 ,/ 12.0000
2.00"/ 21. 4200
COST
31.25
233.56
22.50
111.09
3.00
234.00
42.84
44.00
678.24
Overhead @ 163' 1.105.53
1,783.77
Professional Fee 214.05
1,997.82
(//.o~ .,..(/I,O'~ XI.,~)) X I~J( 1,/2 '" (~/5, (,3)
Terry Hanberg (Aug 89 12144) 19.00 ~~ ~)
Darrin Buck (Aug 89 12144) 28.00 -4~T8~00 ~26~1
(lfJ,.:o<:; fCf',c:Y-'VI,Go!.l\ )(78/(1,17. "'" (1I072.,lO.J~'0":"33
'l~ff?<Jr.'" '?:'"
DIRECT EXPENSES
Mileage
Vehicle Hileage
QTY RATE AHOUNT
96.00 mUe(s) .2600 24.96
------------
24.96 , .'
Subtotal - (N'l) RoalS Location ' H!S.3!1. . .
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V P,O, Box 460
Sumner. Washington 98390
206-838-9810 206-863-5128
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
EXPENSE
SALARY
&
DETAIL
Beaver Valley (N'l) Design
DIRECT LABOR
Walt L. Berschauer
Diane K. Lenius /
Patrick E. McAvoy
Clark G. Rowland
Philip H. Struck
HOURS ' RATE
4.00~31.2500
41.00~5.8700
60.00/17.0000
1.25 21.4200
2.00/18.2700
108.25
Overhead @ 163%
Professional Fee
Subtotal - (N'l) Design
Beaver Valley (N'l) Plans/Specs
DIRECT LABOR
Kelly I. Stallman
HOURS RATE
4.50 ./13.2500
4.50
Overhead @ 163%
Professional Fee
Subtotal - (N'l) Plans/Specs
Invoice # 005200
11/26/90
Page 5
COST
125.00
650.67
1,020.00
26.77
36.54
3.,858.98
3.030.14
4,889.12
586.69
, //5'
",.,':r:5i'475:'~i
COST
59.62
59.62
97.18
156.80
18.82
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Parametrix, Inc.
~ P'Q, Box 460
Sumner, Washington 98390
206-63B.9610 206-863-5126
INVOICE
Invoice # 005200
11/26/90
Page 6
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
EXPENSE
SALARY
&
DETAIL
37:0ak Bay Rd Const. Staking
DIRECT LABOR
HOURS RATE COST
2-Man Crew 10.50 90.0000 945.00
principal surveyors .75 64.5000 48.38
Engineer 5.00 47.5000 237.50
-------- ----------
16.25 1,230.88
DIRECT EXPENSES
QTY RATE AMOUNT
Mileage
Vehicle Mileage 92.00 mile(s) .2600 23.92
------------
23.92
Subtotal - Oak Bay Rd Const. Staking
1,254.80 v
swansonville Intersection - Location of Roadway
DIRECT U.BOR
Terry Hanberg (Auq 89 #2144)
Darrin Buck (AU9' 89 #2144)
HOURS
19.00
28.,00
RATE
32.1300
43.8200
COST
4Ho-4"1 ~/S."~ P',,.. (r..4
__==~~.:.!!"1/"7 z ,zo '
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47.00
.. TOTAL PROJECT 13-1820-01
16,872.70
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V P,O, Box 460
Sumner, Washington 98390
206.838.9810 206.863-5128
Invoice . 005103
10/17/90
Page 1
INVOICE
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Jefferson county
P.O. Box 1220
Port Townsend WA 98368
Bi1ling Period Ending 09/30/90
------------------------------------------------------------------------
Total Direct Labor
Total Direct Expenses
FEE MAXIMUM 221,876.50
PRIOR BILLINGS 162,827.04
6,292.77
21. 84
FEE REMAINING
INVOICE TOTAL **
6,314.61
6,314.61
59,049.46
TOTAL AMOUNT DUE THIS INVOICE **
PARAMETRIX, INC.
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TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CRG
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V p.o, Box 460
Sumner. Washington 98390
206-838.9810 206-ll6J.5128
INVOICE
:Invoice fI 005103
10/17/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
Ir
EXPENSE
DETA:IL
Beaver Valley (S'l) Road Location
57?
DIRECT LABOR
Terri A. Jellison ~
Diane R. Lenius ~
Rathleen J. O'Farrel ~
Clark G. Rowland t/
RATE
9.0000
15.8700
12.0000
21.4200
COST
2.25
39.67
234.00
160.65
HOURS
.25
2.50
19.50
7.50
436.57
29.75
OVerhead @ 163%
711.61,
1,148.18
137.78
1,285.96~/
Professional Fee
~~~~~:_~~~~~~_!~:~~_~~~:~~~_~~~:~_ ~71
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Norman W. Brones /'
HOURS RATE
1.00 17.6700
COST
17.67
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17.67
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28.80
46.47
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V P,O, Box 460
Sumner, Washington 98390
206-838-9810 206.863-5128
:INVOICE
Invoice # 005103
10/17/90
Page 3
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
DETA:IL
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577
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DIRECT LABOR
Diane !C. Lenius./ ,
Philip H. Struckr
HOURS
9.00
2.00
RATE
15.8700
18.2700
COST
142.83
36.54
179.37
11.00
Overhead @ 163'
Professional Fee
292.37
471.74
56.61.......
528.35
~~~~~~_~~::~~_!~::~_~~~~_~:~~:~~__ Sfl
DIRECT LABOR
Terri A. Jellison;
Diane !C. Lenius
!Cathleen J. O'Farrel~
Clark G. Rowland-,
HOURS
1.25
15.50
37.00
30.75
RATE
9.0000
15.8700
12.0000
'21.4200
COST
11.25
245.98
444.00
658.6G
84.50
Overhead @ 163'
Professional Fee
1,359.89
2.216.62
3,576.51
429.18
4,005.69
DIRECT EXPENSES
Mileage
Vehicle Mileage
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21.04
RATE
.2600
QTY
84.00 mil.C.)
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~ P'Q, Box 460
Sumner, WashIngton 98390
206-838-9810 206-863-5128
:INVOICE
Invoice t 005103
10/17/90
Page 4
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
r.
EXPENSE
DETAXL
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Beaver Valley (N'l) Design
,811
DIRECT LABOR
Diane K. Lenius /'
HOURS RATE
9.00 15.8700
COST
142.83
9.00
, 142.83
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232.81
375.64
45.08
420.72
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13-1820-01
6,314.61
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.1;;"; ''C'.jar vVay. Suitl! 202 Bmm~rlon. WA 98.312
:>':i.<.:n.OOlc 20&"JU~3.HJ35 Fax: 206.479-5961
,~
October 5, 1990
PMX #13-1820-01
"'-' .
""1 re \..' It'.:. ( \" t:,~ L/
OCT 10 1990
JEFFERSON COUNT
~UBI I"" IAIf"It:lvC' ....,..,
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend, W A 98368
ATIN: Mr. Bruce Laurie
SUBJECf: Beaver Valley Road (N'ly)
Survey Budget
Dear Bruce:
As we discussed, Clark and I have compiled the backup for the survey billing mistake on
the Beaver Valley Projects.
In August of 1989, the survey crew was working on cross sections, control and section
corner ties for the Swansonville project (CR0813). Hours were mistakenly charged,to the
Beaver Valley N'ly project (CR0811),
Enclosed are the time sheets from this time period,
The following hours were charged to Beaver Valley N'ly:
Terry Hanberg 19 hrs @ 32,13 = $ 610.47
Darrin Buck 28 hrs @ 43,82 = 1,226.96
TOTAL: $1,837,43
The dollar amount shown above should have been directed to the Swansonville project,
We would like to include an adjustment for this mistake In Supplement #3. If I can
provide you with any further information, pleose feci free to contact mc,
UU:;O;uuUo
PARAMETRIX,INC,
Diane K, Lenius
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Parametr/x, Inc.
~ p.o, Box 460
Sumner, Washington 98390
206-838.9810 206-863-5128
INVOICE
Invoice # 005064
09/17/90
Page 1
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
~}.
~\
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
,>
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Bi1ling Period Ending 08/31/90
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------------------------------------------------------------------------
Total Direct Labor
Total Direct Expenses
10,272.91
70.98
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FEE MAXIMUM
PRIOR BILLINGS
221,876.50
152,483.15
FEE REMAINING
69,393.35
INVOICE TOTAL **
10,343.89
10,343.89 ~
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PARAMETRIX, INC.
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Walter L. Berschauer
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V po, Box 460
Sumner. Washington 98390
206-838.9810 206-863-5128
INVOICE
Invoice # 005064
09/17/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
EXPENSE
DETAIL
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Beaver Valley (8'1) Road Location
---------------------------------~-
DIRECT LABOR
.')
Norman w. Brone~/ ~
John F. Frech ~ .
David G. Henley c/'
Diane K. Lenius / /'
Kathleen J. O'Farrel~
Clark G. Rowland"/
Kelly I. Stallman.~
HOURS
2.00
8.00
7.50
4.00
21.00
13.00
4.00
RATE
17.6700 ~
8.0000 .....-
15.0000 ./'
15.8700/',
12.0000:;::::"
21.4200
13.2500 ---
COST
35.34
64.00
112.50
63.48
252.00
278.46
53.00
f' .
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59.50
858.78
Overhead @ 163'
Professional Fee
1.399.81
2,258.59
271. 03
2,529.62
DIRECT EXPENSES
AMOUNT
16.90
Mileage
, Vehicle Mileage
QTY
65.00 mile(s)
RATE
.2600
Subtotal - (S'l) Roa4 Location
16.90
2,546.52
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II p.o, Box 460
Sumner, Washington 98390
206-838-9810 206.663-5128
INVOICE
Invoice I 005064
09/17/90
Page 3
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
~
SALARY
EXPENSE
DETAIL
r.
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DIRECT LABOR
Clark G. Rowland v'
HOURS RATE
2.25 21.4200"
COST
48.19
2.25
48.19
\
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Overhead @ 163%
78.55
126.74
15.21
Professional Fee
Subtotal -,(S'l) Section Sub
141.95
Beaver Valley (S'l) Design
DIRECT LABOR
'l'erri A. Jellison/'
Diane K. Lenius./' _
Stacey A. Martin V ,
Patrick E. McAvoy .......- '.
Kathleen J. O'Farrel~
HOURS
.50
41.50
.50
1.,00
19.50
RATE ,
9.0000 r/
15.8700 ~
6.0000 '
17.0000 v
12.0000 ...-/
COST
4.50
658.60
3.00
17.00
234.00
63.00
Overhead @ 163%
Professional Fee
917.10
1.494.87
2,411.97
289.44
Subtotal - (S'l) Design
2,701.41
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V P,O, Box 460
Sumner. Washington 98390
206-838-9810 2OlXl63-5128
XNVOXCE
Xnvoice # 005064
09/3.7/90
Page 4
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAXL
,>
Beaver Valley (N'l) Road Location
-----------------------------------
DIRECT 'LABOR
:)
Norman W. Brones../
Terri A. Jellison ~
Diane K. Lenius........
Kathleen J. O'Farrel~
Clark G. Rowland _
Kelly X. Stallman ~
HOURS RATE _
3.00 ......17.6700.......--
1.00......... 9.0000
5.00"""'-15.8700
8.50/12.0000.........
22.50 ~1.4200~'
4.00 13.2500
COST
53.01
9.00
79.35
102.00
481.95
53.00
44.00
778.31
Overhead @ 163t
1.268.65
2,046.96
245.64
2,292.60
Professional Fee
DIRECT EXPENSES
Mileage
Vehicle Mileage
OTY
208.00 mile(s)
RATE
.2600
AMOUNT
54.08
Subtotal - (N'l) Road Location
54.08
2,346.68
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Parametrfx, Inc.
V p.o, Box 460
Sumner, Washington 96390
206.838.9810 206.863-5128
INVOICE
Invoice # 005064
09/17/90
Page 5
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&.
EXPENSE
DETAIL
"
Beaver Valley (N'l) Design
DIRECT LABOR
Mark R. Dorsey .,.,.-'
Diane K. Lenius v
Stacey A. Martin ---
Kelly I. Stallman ~
HOURS RATE
5.50 ....17.7900
46.50..-'15.8700 ,/
,./'
.50 6.0000
3.50-- 13.2500........
COST
97.84
737.95
3.00
1'-..6.37
56.00
885.16
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Overhead @ 163%
Professional Fee
1.442.81
2,327.97
279.36
Subtotal - (N'l) Design
** TOTAL PROJECT 13-1820-01
2,607.33
10,343.89
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~ p.o, Box 460
...... Sumner, Washington 98390
206-838-9B10 206-863-5128
INVOICE
Invoice # 001909
08/10/90
Page 1
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
Jefferson county
P.O. Box 1220
Port Townsend WA 98368
"
Bil1inq Period Ending 07/31/90
------------------------------------------------------------------------
'.
Total Direct Labor
Total Direct Expenses
4,612.74
24.70
INVOICE TOTAL **
4,637.44
TOTAL AMOUNT DUE THIS INVOICE **
4,637.44 -"
PARAMETRIX, INC.
~~~
Walter Berschauer
TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2' CHG
------------------------------------------------------------------------
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Invoice # 001909
08/10/90
Page 2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAIL
"
Beaver valley (S'l) Traffic Data
DIRECT EXPENSES
Mileage
Vehicle Mileage
QTY
95.00 mile(s)
RATE
.2600
AMOUNT
24.70
Subtotal - Beaver V. (S'1) Traffic Data
24.70"
Beaver Valley (S'l) Design
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DIRECT LABOR
Walt L. Berschauer
Diane K. Lenius
Kathleen J. O'Farrel
HOURS
1.00
14.50
1.50
RATE
31.2500
15.8700
12.0000
COST
31.25
230.11
18.00
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Overhead @ 163%
professional Fee
279.36 .'
455.36/
734.72v
88.17,/
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822.89,)
Beaver Valley (N'1) Design
-----------------------------------
DIRECT LABOR
Walt L. Berschauer
Diane K. LeniulI
HOURS
1.00
14.50
RATE
31.2500
15.8700
COST
31.25-'
230.11-'"
15.50
Overhead @ 163'
Profossional Fe.
261.36"-
426.02"
687.30"
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769.87'
XNVOICE
Invoice * 001909
08/10/90
Page 3
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
DETAIL
&
EXPENSE
Swansonville Xnterchg Road Location
DXRECT LABOR
Norman W. Drones
Rick E. Gagnon
Terri A. Jellison
Diane K. Lenius
stacey A. Martin
Kathleen J. O'Farrel
Clark G. Rowland
HOURS
4.00
6.00
3.00
10.00
6.50
23.00
15.50
RATE
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20.3100
9.0000/
15.8700/
6.0000 ./
12.0000~
21.4200
COST
70.68
121.86
27.00
158.70
39.00
276.00
332.01
,
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68.00
OVerhead @ 163'
1,025.25
1.671.16"
2,696.41,1
323.57...
Professional Fee
Subtotal - Swansonville Interchg
3,019.98 ~
. ** TOTAL PRO~ECT 13-1820-01
4,637.44
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INVOICE
13-1820-01
V p.o, Box 460
Sumner, Washington 98390
206,83a.9B10 206-863.5128
Invoice # 001850
07/23/90
Page 1
JEFFERSON COUNTY ROAD PROJECT," "c 1,;;, ~', ::.
Jefferson County
P.O. Box 1220
Port Townsend WA 98368
'JUL 3i "1990
JEFFERSON COUNTY
~IIRI 'f' 1AIf'\I:!K~ ....c~. .
Bi1linq Period Ending 07/01/90
.
Total Direct Labor
Total Direct Expenses
3,022.60
53.82
INVOICE TOTAL **
3,076.42
3,076.42 V""
TOTAL AMOUNT DUE THIS INVOICE **
PARAMETRIX, INC.
~~
TERMS: NET 30 DAYS--PAST DUE SUBJECT TO 1-1/2% CHG
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Invoice i 001850
07/23/90
Page
2
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAIL
Beaver Valley (5'1) Road Location
-----------------------------------
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DIRECT LABOR
Lenius, Diane K.
Rowland, Clark G.
HOURS
2.00
1.50
RATE
15.0200
21.4200
COST
30.04
32.13
3.50
62.17
Overhead @ 163%
101.34
163.51
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183.13 ,/
Beaver Valley (S'l) Design
DIRECT LABOR
BerGchauer, Walter L
Jellison, Terri A.
Lenius, Diane K.
HOURS
1.00
1.00
5.50
RATE
31.2500
7.9600
15.0200
COST
31.25
7.96
82.61'
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7.50
121.82
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Overhead @ 163%
Professional Fee
198.57
320.39
38.45
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13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
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DIRECT LABOR
HOURS
6.00
1.00
17.00
.50
Lenius, Diane K. ./
Martin, stacey A.../ _'
O'Farrell, Kathleen~
Rowland, Clark G.~
24.50
Overhead @ 163%
Professional Fee
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12.0000
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07/23/90
Page 3
COST
90.12
6.00
204.00
10.71
310.83
~~
817.48
98.10
Subtotal - Beaver Valley (N'L) Rd Loc.
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DIRECT LABOR
HOURS
1.00
1.25
10.50
. .50
4.50
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Ettinger, Linda A. ./
Franklin, Robert P. /
Holtzclaw, Karen J.-
Lenius, Diane 1<. ./
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RATE
31. 2500
10.0000
27.5500
10.5000
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COST
31.25
12.50
289.27
5.25
67.'59
405.86
661.55
1,067.41
128.09
1,195.50
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Invoice # 001850
07/23/90
Page 4
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
E X PEN S E
DETAIL
SALARY
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DIRECT EXPENSES
Mi1eage
Vehicle Mileage
QTY
130.00 mile(s)
AMOUNT
RATE
.2600
33.80
Temporary Labor Services
Adams Temporaries
12.01
45.81
Subtotal - Beaver Valley (N'L) Design
1;;24,':I..,31;Vii-
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DIRECT LABOR
O'Farrell, Kathleen
HOURS RATE
2.00 12.0000
COST
24.00
2.00
24.00
Overhead @ 163%
Professional Fee
39.12
63.12
7.57
Subtotal - Oakbay Rd - Rd Location
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07/23/90
Page 5
13-1820-01
JEFFERSON COUNTY ROAD PROJECT
SALARY
&
EXPENSE
DETAIL
oakbay Road Design
DIRECT LABOR
Caldwell, Marc T.
Holtzclaw, Karen J.
HOURS
9.50
.50
RATE
9,.0000
10.5000
COST
85.50
5.25
10.00
90.75
Overhead @ 163%
Professional Fee
147.92
238.67
28.64
267.31
DIRECT EXPENSES
QTY
RATE
AMOUNT
8.01
Temporary Labor Services
Adams Temporaries
8.01
Subtotal - Oakbay Rd Design
275.32/
swansonville Interchg Road Location
--------~--------------------------
DIRECT LABOR
Rowland, Clark G.
HOURS RATE
.50 21.4200
COST
10.71
.50
10.71
Overhead @ 163%
Professional Fee
17.46
28.17
3.38
subt~tal - Swansonville Interchg
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STATE or WASHI~GTON
DEPARTMENT OF ECOLOGY
Mai! Stop PV-l1 . OJ}'mpiJ, ~'\'Jshm.':tun 'lH5(J..f-H;'i J . (lO',) 45IJ-6(YX.J
October 2, 1990
L~,,~ ~ ~..~ !.~: ~
Mr. George Brown
Jefferson County
P.O. Box 1220
Port Townsend, WA 98368
OCT 05 1990
JEFFERSON COUNT'
':lUSL Ir. WORI<C 1"11="
Dear Mr. Brown:
Thank you for the opportunity to comment on the determination
of nonsignificance for the proposed improvement of a portion
of Beaver Valley Road (Item No.6). We reviewed the environ-
mental checklist and have the following comments.
Based on information provided in the checklist, it appears
that wetlands are present on the site. A qualified consult-
ant should be hired to de1ineate the wetland boundaries using
the new federa1 wet1ands delineation methodology. A report
should be prepared that includes information on the functions
and values provided by the wetland, and the potentia1 impacts
to these functions resulting from the proposed project.
Project design should avoid or minimize impacts to the wet-
land where possible. Proposed mitigation to compensate for
unavoidable impacts should be included in the wetland report,
Placement of any fill in wetlands may require a permit from
the U.S. Army Corps of Engineers. The applicant should con-
tact the Corps to detormine whether a permit is needed.
Buffers around wetlands and streams perform many important
functions, including surface water runoff filtration, erosion
reduction, screening of adjacent noise, 1ight and activity,
as we11 as providing critical habitat for wetland dependent
species. Numerous studies have indicated that minimum effec-
tive buffers began at 60 feet and may go up to 300 feet, de-
pending on the value of the aquatic resource and the type of
adjacent land use. In light of this, the buffer widths pro-
posed for this project are inadequate and should be in-
creased. Ecology staff will be glad to assist in determining
an appropriate buffer width.
streams and adjacent vegetated areas provide important ben-
efits, including wildlife and fisheries habitat and water
quality improvement. As much of the stream as possible
should be left open (not culverted). A hydraulic project ap-
proval may be required by the Departments of Fisheries or
Wildlife, even if fish are not present in the stream.
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Letter to Mr. Brown
October 2, 1990
Page 2
We are concerned with impacts to bog or peat land systems.
Peat forms at the rate of one inch in 40 years, so a deep
peat deposit took hundreds of years to form. These systems
are very acidic, with a pH as low as 4.0 (drinking water av-
erages a pH of 7.0). Nitrogen and phosphorus, nutrients
which are critical to plant growth, are limiting factors, and
a specialized flora occurs which is especially adapted to
this situation. Due to plant communities which are often
very specialized and uncommon, and the length of time it took
the system to form being unmitigatable within the context of
.our lifetimes, these systems warrant special consideration.
An influx of stormwater or runoff from lawns with fertiliz-
ers, pesticides and possible septic leachate can sig-
nificantly alter or disturb the wetland. Grassy swales and
channelization of water away from the bog system is impor-
tant, along with wider buffers than those for most wetland
systems. A minimum buffer of 100 feet is usually necessary
to protect wetland values and functions.
Peat soils are an indication of yearly and long-term satura-
tion. They have very high water retention capacity, provid-
ing floodwater retention, groundwater exchange, and regulated
release of water throughout the year. If peat systems are
associated with ponds or lakes, they provide good wildlife
habitat.
Because peat systems can be unstable, they could prove to be
a safety hazard or liability if young children are playing
around them. The peat could break away, and a child could
fall through to the water. We recommend fencing or prohibit-
ing public access except for guided tours on boardwalks if
this situation occurs.
If you have specific questions about the hydro1ogy or com-
plexity of a bog on site, please contact Michelle stevens at
(206) 459-6765.
If you have any questions, please call Ms. Ann Remsberg of
the Wetlands Section at (206) 438-7161.
Sincerely,
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Barbara J. Ritchie
Environmental Review Section
BJR:
5461
cc: Ann Remsberg
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Affida'~ ,f of publication
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STATE OF WASHINGTONI
COUNlY Of JEffERSONI
._2~K W. GARRED. being Iworn, '0.,. h." the pwbltth.' of
- ftdIJ.tfonon Cownl)' Lead.r, a ....111.,
bMA.'lobli,hd. publilhed.n ,h. Engllrh
inuo....ly 01 Q .....lIly n....po.....
. in ,old Count)' Qnd Stale, ana 101
nl1 fOf mo.. than Ii.. 161 monU"
blicotlon of ,h. Nollce h.r.to at.
,:Po" Town..nd/J.Henon COIl"I,.
f ~~ncd ~:i~ Ij.c:r.~~::C'o:~~ ~.!n~
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STATE Of; WASHINGTON.'
,', COUNTYOf~Ef'f'ERSON
'. ',,',.', ... ,"".' , In the rriatt.r'of:,',;.",;,:,;
.,".' ,R~v'-Inlla~unty projlct.....Jgnat8d .aCR0579,
',',' "",'.:'.RESOLU11ONNO;7+00,';..
IT ISHERE8Y'RESOLVED,thalth.'~~l!;;,Y~\I.~ Rd" Road Log No,
1~41507, from M.P. 7.03 to ,M.P. 7,66beJIlII!I'9I1..,~followa:
I. ReconatniCt ,ar~wld,"n,and aurlace,~I1c:i\llc!4!"iWII);1 A.C: pavement, and
~raln8g9Improv.m.~tG;,8.~;:'r.::,'" .::.,i~~/, ':f:~~'i;:)t:i't:'i';~~:'f;~~1U,,' ',' ';,:,
,; ,ITI~.,F;,URTH~RREsqLVEDthat;an":_~I~n,from th~ offlclaH~
adopted'i'Oadfu('idl!udg8l,and baa,ed O~!"~;t:O~ilIy~nglnae(e astlmate Is
, hereby made 1n the a"ou~!S and for th,,'~~~,~~.~.~n: "
, ,.", PREVIOUSr-;,);;::,:"~:h :,:'!;~;'i PRESENT
PURPOSE,,"'" APPROPRIATION "t/'k>)J;/;:lf"I,il:, APPROPRIATION
'Engineering.."..!. $~,OO~.OO.':d;!'i~1~;~I));~0 (27,800,~0 PWTF)
Rlghtol,Way.,.. '. "" , ""~ .f',''',.'._ .,.', ",
, Acqula\tkln";;r,' " ,"$ 20,OOo.Oo;l~'S;$:20,.QOO.OO (19,000.00 PWTF)
Sub-Total ",' ,', ,$ 55" '0Dl1,00':,.'\i,!"~~.~p0,9:OO,,i.' (45,800.00 PWTF)
Conatluctlon: " '.'" \"",.'".,.!......"
Conllad .' : .'$312,300.00'-" $290,B5lJ~00 (232,500,00 RAP
, ~'::.',.,' . ,. " (249.,940.00 RAP)" ,'i' , 49,865.00 PWTF)
TOTAL .. " ,,'. $367,300.00 $394,650,00 (232,500,00 RAP
"':',. ", '",(249,~0,00 RAP)':'," "J,\'"c,(":!"';'.': 95,865.00 PWTF)
, This project 18 Inc;ludeclIntl1il officially ~pt~ .~",n,~~1 road program aa Ilem
~o. 5.,. . ,'"",," ',' . "',,'" ," ,'-" '~;.',';:,~,r:~:>,H"', '''',"'1. .
";,'IT IS FURTHER,RES~LVED that::b',\!i""ci' ,:",;', ' '
" 'Thliconatrucllon .Iato ll!'8000~Plls~;I3V;~tract In 8ccordanca whh
R,Cp~S:~rA~8 rD;,lJ;t:dTHIS23RDDAYOFJ~LY, 1990.
BOARD OF JEFFERSON COUNTVCOt,AMISSIONERS
GOOllle C, Brown, Chalimian ,: ,.;, ",'. ,i,",.. ",:,;:.,
Larry W, DennleOn. ~~m".r '. ' , ",:,:!::. '
B.G. Brown, Member, ,;",,' " .."c,,:',,'
SEAL' . "", ." ", ' -
ATTEST: . , ,. " 1".,.:,' .\". ,'.' ," '::I~'"
Lorna L, Dolanay, CI~rko! Iha,Bciar'd "
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Affida..,( of Publication
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STATE OF WASHINGTONI
COUNTY Of JEfFERSONI
o
fRANK W. GARRED. baing ,war", lOY' h. It ,he publ,.h.' of
the Pori TOWnlendlJ.Hanon COu"',;, Laod... 0 _..11'"
n~w'PQP" 'Which ha. b..n auobli.h.d, published '" ,h. En9u1"
10"9101011]. Gnd ,ircr.tlal.d conllnuoully 01 Q w..III., "a.'pa.,.,
in ,halowA 01 Potl Town.and. in ,old COlol"l)' and Slo'a, ana 10f
ge".,ol circula,jon in laid counl)' fOl more thon Ii. 161 monl'"
prio, 10 ,h. dot. of ,h. 'i,., publ.collon of Ih. No',c. ~.,.to at.
toch.d. and Ihal Ih. loid Port Townl.nd/J.H.non CownlY
L.od., WOI on Ih. 271h do)' of Jun. 19~ 1. opp,o..d 010 I_gal
n."'lpap.' b)' Ih. Sup.,ia, Co,," 01 laid J.H.,.an Cownl)'. and
Ihol ann...d il "". cop.,. of Ih.
Resolution #74-90
CR0579
o
PURPOSE
Engineering
Right olWay
Acqulshlon
Sub.Total
Construction:
Contract
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, (24ll,lI4O,()D, ~!";""",,,!),,,x")I"lll
:';:".''1:;,t3a73DO,.I'''f''.,''. J"'11({7, "
I :,r.l4ll:li4O.00,fV ,Ji/iHtlIL(l.!<,
This project Illncl!ld~ lri,t~~
No. 5., ~ ""i'/J.:~I'~'~;'fJj:VIi!."';,'<"~
" , IT IS FURTHER RE8C)t;VEl) tllj\
"The conltructlonll'l(o'>WiIccom
R,C.W, 36,77.020 et,I8Cj!,%lL, ':~
PASSED AND ADOPTED :THIS
80ARD OF JEFFERSCltil.~,~rnc
George C, Brown, Chal,ilitiii','"",, ','
Larry W, Dennllon, M~t;:",:,;,
B.G. Brown, Mllmbar ",;,:"",(\,,1, ',: I"
.sEAL: . ,t':'':.:''~':\:;:Y';i''~'" i'>?li':.
ATTEST. ' . '-""f.".I~a~.', '.: ...'lfdj'
Lorna L. Delaney, ?1~~,ci1,~' ~~,t
, !~d. ~l \~r...
TOT~L
alii app.a,.d in th.'.Oula, and .nli,. iu"a of loid pap.' jr..l'
and nOI in a luppl.fNnt In.,aot fOI a p.nod 0'
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8th d.y ., August . IQ~.
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II) iu ,,,b.erihe,. d"ritlg 011 0' ,hi I p.'lod. Tho' Ih. {"II 0,,",011'"
01 S 5 C; . no hat b..,. paId j" 1,,1f, Of Ih. fole 0' S,S,,iO
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JEPPERSON COUNTY
ENVZRONMENTAL CHECKLIST
The state Environmental Policy Act (SEPA), RCW 43.21C, requires all
governmental agencies to consider the environmental impacts of a proposal
before making decisions. An environmental impact statement (EIS) must be,
prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal;
reduce or avoid impacts from the proposal, if it can be done; and help the
agency decide whether an EIS is required.
PROPONENT: Jefferson Countv. Beaver Valley Rd. S'lv. CR0579
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
Attn: Bruce Laurie
AUTHORIZED REPRESENTATIVE/CONTACT: Jefferson Countv Dect. of Public Works
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9168
DIRECTIONS
This checklist asks you to describe some basic information about your
proposal. 'rhe questions apply to the entire proposal, including those phased
over a period of time or on separate parcels of 1and.
Answer each question accurately and complete1y to avoid unnecessary delays
in processing this checklist. If you do not know an answer, write "unknown,"
or if a question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical
assistance from qualified persons. The cost of obtaining such information
is the responsibility of the proponent.
Attach any additional information (reports, studies, maps, illustrations,
leases, permits, etc.) that may further describe the proposal or be required
by Jefferson county.
Contact the Jefferson County Planning and Bui1ding Department for assistance
in comp1eting the checklist and for information on the administrative
procedures for its processing.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose):
The purcose of the croiect is to imcrove a cortion of the Beaver Vallev Road.
CR0579. County Road Number 941507. from mile cost 7,03 to mile cost 7.66. bv
~idenina the existina three foot shoulders to eiaht feet and surfacina them
with aschalt concrete cavina. resurfacina existina roadway with aschalt
concrete cavement. imcrovina a cortion of the Belfraae Road. County Road No.
503409. from mile cost 0.00 to 0.10 bv surfacina with aschalt concrete
cavement. crovidina riaht turn corner desians. and bv crovidina safe~
imcrovements for both roads which include. traffic control. access. utility
pole relocation. sianina. cavement markina and delineation on both Roads.
Maior items of work will be clearina and arubbina, aradina, drainina.
~rfacina. pavina with asphalt concrete. pavement markina, paint striDin~
and permanent sianina.
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PROPERTY AND AREA DESCRIPTION:
Address:
0.66 miles of Beaver Valley Road. Countv Road No. 941507. ~P. 7.~3
to M.P. 7.66. and 0.10 miles of Belf~aae Road. cou~t~ ~oad Nv.
503409. M.P. 0.00 to M.P 0.10.
Legal (from property tax statement): Lot:
Block:
Subdivision:
Tax Parcel:
Sections: SE 1/4 & NE 1/4 of the SW 1/4. & SE 1/4 of the NW 1/4. of Sec. 18
Township: 28 North
Range: 1 East. W.M.
Tax NUmber:
Land Area Dimensions: App~oximatelY 3.855 L.F. of roadwav of varyina widths.
Describe the location, physica1 characteristics, and extent of land area to
be affected; include all factors that will give an accurate understanding of
the property and its environment:
The roadways are located approximatelY 13 miles southerly from Port Townsend.
The Beaver Vallev Road is the main transportation route to and from Port
Townsend and the Kitsap Peninsula to the southeast and southeasterlY portions
of Jefferson County. This route currentlY carries heavv loads of traffic.
and are school and mail routes. The terrain within the area of pro~osed
construction is fairly flat in the ma;ority of the area with rollina te_rain
at the norther Iv end. The area within the pro;ect limits is desianated
suburban. with residential. and commercial in the immediate area.
Preliminarv desian indicates additional riaht of wav acauisition will be
reauired on this pro;ect due to widenina to incorporat~ safetv improvements.
SCHEDULE (beginning and ending dates of the proposal, including phases):
Desian and enaineerina throuah December 1990. ria~t of waY acauisi tion
throuah Apri1 of 1991 and construction from Ju~e to ctober 1991.
OVERALL PLAN (describe future additions, expansions, or related activities
or plans by others that may affect the proposal):
This improvement is to ensure s~fe traffic movement on thi3~tion of the
Beav~r Valley Rd. Continuina development ~"Sd ~~ur~s~ ~i E~~~;e~ e::o~h;o~~;a
and ~ts subseauent increase i9 traffic h__ _us d t sin
to become functionallv defic&O!nt due to i~s ~~dtb ~~~ s~~uctural intearity.
CurrentlY there are plans to uparade ;h: _e:~~~~~* v . at the northerly
.ferm~us of t~s E.r~;ect. .,.",; p~"'P^~ F' "'AI'" I ,., l.s ~dt!.E~$AiI!."'" -no lJpGlCl4f:>E'
HE \OCIS"T7NS, ..'"' 'oN Y 'TZ> <::....~Rer.rr ~E!S'6-^I ST.'lI\lI).<lRj):l or<: :SY:S"T:!!!:/>I\,
Rlf~u~k~~II{PROVALS (all local, state, and federal approvals required for the
comp1etions of this proposa1 and if any approvals are pending that are
related to the proposal):
None
ENVIRONMENTAL DATA (any eXisting Or proposed environmental information such
as studies or documents related to the proposal):
Traffic studv completed bv J~ff~rs~~ co~ntv. :~~~:;itv 1~::~.
*environmental inventories. comp~_h~_si _ pla_ and ________________
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ENVXROHKENTAL COMMENTS
EARTH
1.
Check the item that describes
flat rollina hilly
slopes mountainous
other:
the site:
steep
2. What is the steepest slope on the site?
Identify the approximate percent of the s10pe:
25% (natural)
3.
What genera1 types of soi1s are found on the
site (sand, grave1, peat, muck)? If you know
the classification of agricultural soils,
specify them and note any prime farmland:
Gravelv sandv loam. Verv Gravelv silt Lo~
silt Loam. Peat. and Muck
Are there surface indications or a history of
unstable soils in the immediate vicinity? If
so, describe them: No
4.
5.
Describe the purpose, type, and approximate
quantities of any fi1ling or grading proposed.
Identify the source of the fill: Some
amounts of excavation and embaD$ment
material will be used for widenina of
shoulders. source of material could be either
from on site excavation. Chimacum nit. or
Anderson pit. or from a nrivate source unknown
at this time.
Could erosion occur as a result of clearing,
construction, or use? If so, general1y
describe it: Yes. minor amounts of surface
erosion could occur from disturbance of soils
durina construction. This erosion to be
contro11ed bv contractor as ner contract.
6.
7.
About what perc~nt of the site would be
covered with 1mpervious surfaces after
construction of the project (that is, asphalt
or bui1dings)? AnoraK 30% increase from
existina condition. ove~ or reconstruct
with asnhalt concrete oavement of ex;,j3tiI!.g
Beaver Vallev Road with widenina of shoulders
to eiaht feet and include turnina tapers.
8.
Describe proposed measures to reduce or
control erosion or other impacts to the earth,
if any: Construction of pro;ect durina drver
months. erosion control nrocedures durina
construction. re-veaetation bv hvdro-seeding
before completion of Dro;ect.
9.
AIR
What types of emissions to the air, if any,
wou1d resul't from the proposal during
construction and when the project is completed
(dust, car odors, industrial wood smoke)?
Generally describe and give approximate
quantities, if known: Exhaust from
construction eauipment. Fumes from hot
asphalt concrete durina Davina operations.
-3-
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EVALUATION
A~\:> INF=rL.IRATiol'l
u.:sl!!: WASTE MA"T1!:FtJAI..
GleN e RATE:b 'IS '( o:.~ !ITll:u<..T1 coV
1/::- Mu~ "15 F'eol4s/8/E
oN .:s,..re. (i3:~M5, ~"J
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MINOR: AMOI.>,u'l1l oF' ~LASU
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7E.1I!!M c.J.IAAJtiE. IN A I~
Cl uALI'T'Y DuE "Icl 'THE
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10. Are there any off-site sources of emissions or
odors that may affect your proposal? If so,
generally describe them: Yes. there will be an
asphalt plant providino pavino materials for
this proiect. This plant will meet
reouirements for emissions.
11.
Describe proposed measures to reduce or
control emissions or other impacts to the air,
if any: Contractor will be reouired to assure
construction eouipment. and asphalt plant is
maintained to meet present standards for
exhaust emissions.
WATER
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EVALUATION
6&> II:N o,.IL-Y .....t4Eal
A f>1"1<t:>\J EP 'i!o.,. A l R
?OLL.UTi ON ee.uTICol-.
AL'>n-foRJ'f"Y. cJ:sE. ~~
--re; E-'l:c..E.lJ.-E~TE i>..l::~/"C:r.
APt:>.L. '( 4o<J 14 n::;e. F... A.
2}u :s r If 'jf; 14 'T1!!! MJitP"T;
Surface Water
Is there any surface water body on or in the Lvtll..o\U <ReCK 52.,8':r
immediate vicinity of the site, including F1<2:>M.1S~~. lNT15XSeaiooJ\
year-round or seasonal streams, salt waters, :r::~ /ftTeltoSec:.,"'N AREA dAJL.Y
lakes, ponds, and wetlands? If yes, describe 'M?f<,oVS:McAJT - MAY ~crr
the type and provide names. If appropriate, ,,,.,PAc::r ~e.K, <:,Kl!!t!/I, Flo<JJ
state what stream or river it flows into: 'PA'!':'A-W-SI...,"''''' Cl>oU~T'Olc...'TiD.-)
Yes. Ludlow Creek into LUdlow Bav. - ~c:r. ~JSJ!. V'AIJe:~ "-
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the proposal requ re surface water e.r::F'~/TE :S(.)U~_E, Aff'XX I~~,
withdrawals or diversions? Give a general
description and identify the purpose and l)RIf\\'tlK(, WIlT'l!:.fl F"o~
approximate quantities, if known: No C:C~S~U(.TioN ""'~~KE:~ WI/..J-
i3e. 'PICOU 'PIE'J) iZY' O:>....~Ac:::nsR.
,:'1et:>N'I AN APPRou~
Does the proposal lie within a 100-year flood Oq'-~/re: ,:5ou1l:<UIi',
plain? If so, note the location on the site
plan: No
Ground Water
18. will ground water be withdrawn or will water wAT'eR FoGR I)~,r A9~r.w~~~
be discharged to ground water? Give a general /vlb t!.'",,'f$ANI<M.#1!f#i C6~P-.:rIC,J
description and identify the purpose and /oA.I4V 'Be' 1IJ1T'WD~AWM FJ/!DM
approximate quantities, if known: A oF'F". :Jlnt ~tI~~,
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13.
will the project require any work over, in, or
adjacent to the described waters (within 200
feet)? If yes, describe the work and attach
available plans: No
14.
Estimate the amount of fill and dredge
material that would be placed or removed from
the surface waters or wetlands and indicate
the area of the site that would be affected.
Identify the ~ource of the fill material:
None
15.
16.
17. Does the proposal involve any discharges of
waste materials to surface waters? If so,
describe the type of waste and anticipated
volume of discharge: No
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Describe the waste material that would be
discharged into the ground from septic tanks
or other sources, if any (domestic sewage;
industrial wastes and chemicals contained;
agricultural wastes). Describe the general
size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans
the system(s) is expected to serve:
Not applicable
Water Run-Off
(inc1udiDg storm water)
20.
Describe the source of run-off, inc1uding
storm water. Describe the method of
collection and disposal, if any, including any
known quantities. Where will this water flow?
will this water flow into other waters? If
so, describe it:
Minor storm water runoff will be eXDerienced.
Paved roadwav surfaces will be drained into
natural veaetated drainaae areas via ditchina.
catch basins. and culverts.
Could waste materials enter ground or surface
waters? If so, generally describe how: Small
auantities of machinerv lubrication could find
their wav into the storm water runoff.
21.
22.
Describe proposed measures to reduce or
control surface, ground, and run-off water
impacts, if any: Runoff will be controlled bv
drainaae structures incorporated into the
Droiect. and bv immediate re-veaetation of the
exposed soils after construction. Runoff will
~~ea~~re~t;~ o:::~ na~~al~~,:;:;:d :~'=mas.
e..H&c.. ,d,e ,;I\J =aI'bL""r4<1 /NTO /A!o..J~c:r.
PLANTS
23.
Check the types of vegetation found on the
site:
Deciduous tree:
other: willow
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Evergreen tree:
other: Hemlock
fix
pine
~
Shrubs
Pasture
crop/Grain
gnu
cattail
skunk cabbage
wet Soil Plants:
bulrush
other:
Water Plants:
mil foil
Other:
24. What kind and amount of vegetation would be
removed or altered? Minor amounts Fir. Alder.
Maple.. Hemlock. and low arowina shrubs and
bushes will be cleared for the additional
shoulder widths and turn taper confiaurations.
buttercup
water lily
eelgrass
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EVALUATION
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~OVIt:>e:l> PoR CoN,>'TRu,:.:TioN
w6'1i!:.Kep::,s ~ y Co,.r"T'R:4e:ro~
AjlJ~ MA r",-rAlto:Jf!J) ~y A
ApfJf'l.oIJI!D SA.....'r,qT"'o.v
s E'R IJ Ic.E",
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C:J('re!() T+fEfIJ INTo
LuPLow ~AY,
;t,"/lWAY RIJ~~ /I'1Aoy e
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,P'LL~ F1::tJM. MAz.At!1:>o...~
MATE'R.''rL ~e.J<$ ()~,IJ(s-.
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25. List threatened or endangered species known to
be on or near the site: unknown
26. Describe the proposed landscaping, use of
nature plants, or other measures to preserve
or enhance vegetation on the site, if any:
Minimize impacts bv limitina the dearee or
maanitude of the construction activities.
Modification of timina and methods of
construction to reduce environmental impacts.
Re-veaetation of disturbed areas.
ANIMALS
27. Check any birds and animals that been observed
on or near the site or are known to be on or
near the site:
Birds: hawk ~ eaa1e
sonabirds
other:
Mammals: ~ bear elk
beaver
other:l:5l9.oon. chipmunk. river otter
Fish: sea bass salmon trout
herring shellfish
other:
28.
List any threatened or endangered species to
be on or near the site: Unknown
29.
Is the site part of a migration route? If so,
how? Yes. Part of the puaet Sound rea ion for
miarating aauatic fow1.
30.
Describe proposed measures
enhance wildlife, if any:
to preserve
None
ENERGY AND NATURAL RESOURCES
31.
What kinds of energy (electric, natural gas,
oil, wood stove, solar) would be used to meet
the completed project's energy needs?
Describe whether it would be used for heating,
manufacturing, etc.: Gas and diesel fuelli!J
lubricatina oils for construction eauipme~
32. Would the project affect the potential use of
solar energy by adjacent properties? If so,
generally describe the affect: No
33. What kinds of energy conservation features are
included in the plans of this proposal? List
other proposed measures to reduce or control
energy impacts, if any:
None
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EVALUATION
or
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AFF'ec.r,u,CAL. e-1tJ~'f
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EVALUATION
34. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of
fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal?
If so, describe the hazards: Hazards
associated with heavv construction eauipment.
includina spills of petroleum products.
eauipment fires. and e~plosion.
35. Describe special emergency services that might
be required: Medical aid for construction
related accidents. containment if fuel or oil
spil1 occurs from construction related
activities.
36. Describe proposed measures to reduce or
control environmental health hazards, if any:
Follow industrv standards for construction
operations. trainina of personnel. proper
maintenance of eauipment. Notification of
state Ecoloay Dept.. Emeraencv Manaaement
Authorities immediatelv of oil. or chemical
spill.
NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment,
operations)? None
38. What types and levels of noise would be
created by or associated with the project on
a short-term or a long-term basis
(construction, traffic, operation)? Indicate
what hours noise would come from this site:
Moderate noise 1evels would be experienced
from construction eauipment on a short term
basis. Work would be accomplished durina
davliaht hours onlv.
39. Describe proposed measures to reduce or
contr01 noise impacts, if any: Restrict
operation to daYliaht hours on1Y. Reauirement
of contractor to maintain eauipment followina
Federal, state and Local standards for this
type of eauipment. Additl.onallY. restrict
work to week davs. davl iaht hours onlY. to
mitiaate noise impacts.
LAND AND SHORELZNB USE
40. What is the current use of the site and
adjacent properties? The site is current Iv
used for a transportation facility. Ad1ace~
properties are desianated suburban wi tl1
residential. liaht industrial. and commercial
areas.
41. Has the site been used tor agriculture? If
so, describe the use: No
42. Describe any structures on the site:-..:rJ1iJl
corridor is an existina transportation
facility. with existina overhead and
underaround utilities. and existina drainaae
structures.
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43. will any structures be demolished?
what? No.
If so,
44. What is the current comprehensive plan or
community development p1an designation of the
site? identify the plan: Jefferson County
Comprehensive Plan identifies this area as
suburban. with residential. liqht industria1
and commercial areas.
45. If applicable, what is the current Shoreline
Master Program designation of the site?______
Not Applicable
46. Has any part of the site been classified as an
"environmentally sensitive" area? if so,
specify the part: No
47.
Approximate1y how many peop1e would reside or
work in the completed project? None
48.
Approximately how many people
completed project displace?
would the
None
49.
Describe proposed measures to avoid or reduce
displacement impacts, if any: Not applicable
50.
Describe proposed measures to ensure the
proposal is compatible with existing and
projected 1and uses and plans, if any:
Enqineerinq studies to incorporate pro;ected
traffic qrowth in the area. The recommended
desiqn appears to meet th~ planninq qoa1s and
ob;ectives for this area.
HOUSZNG
51. Approximately how many units would be
provided, if any? Indicate whether the
housing is high, middle, or low income:______
Not applicable
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is
high, middle, or low income:
Not applicable
53. Describe proposed measures to reduce or
control housing impacts, if any:
Not applicable
AESTHETICS
54. What is the tallest height of any proposed
structux'e(s), not including antennas? What is
the principal exterior building materilll (8)
proposed? utility poles at 40' heiqht.
55. What views in the immediate vicinity would be
altered or obstructed? None
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EVALUATION
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56. Describe proposed measures to reduce or
control aesthetic impacts, if any: Removal of
all pro;ect debris resultina from the
construction actjvitv. Ultimate re-veaetation
of disturbed areas.
LZGBT AND GLARE
57. What type of light or glare would the proposa1
produce? What time of the day wou1d it main1y
occur? None
58. Cou1d 1ight or glare from the finished project
be a safety hazard or interfere with views?
N/A
59. What existing off-site sources of light or
glare may affect your proposal? None
60. Describe proposed measures to reduce or
control light and glare impacts, if any:____
N/A
RECRBATZOH
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Sports fishina. huntina. shellfish aatherina.
swimmina. boatina. and dinina.
62. Would the proposed project displace any
existing recreation~l uses? If so, describe
the displacement: No
63. Describe the proposed measures to reduce or
contr01 impacts on recreation, including
recreational opportunities to be provided by
the project or proponent, if any:
None
BZSTORXCAL AND CULTURAL PRESERVATZOH
64. Are there any places or objects listed on or
proposed for national, stato, or local
preservation registers known to be on or next
to the site? If so, generally describe them:
None known
65. Genera11y describe any landmarks or evidence
of historic, cultural, archaeological, or
scientific importance known to be on or next
to the sitB: None known
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EVALUATION
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EVALUATION
66. Describe proposed measures to reduce or
control impacts, if any: If historical
cu1tural. or archeoloaical obiects are
encountered. a determination wi11 be made of
sianificance from a historical or scientific
standooint and oreserved.
TRANSPORTATION
67. Identify public streets and highways serving
the site and describe the proposed access to
the existinq street system. Show on the site
plan. not aoolicable
68. Is the site currently served by pUb1ic
transit? If no, what is the approximate
distance to the nearest transit stop?-H2....
Transit was notified of the oro;ect and stated
that thev do not need bus oullouts included in
the oro;ect. The nearest transit stoo is
aooroximatelv 1.5 miles away.
69. How many parking spaces would the completed
project have? How many would the project
eliminate? None. oarkina will not be allowed
within the limits of this oroiect.
70. Will the proposa1 require any new roads,
streets, or improvements to existing roads or
streets, not including driveways? If so,
generally describe them, indicating whether
they are pub1ic or private: Yes. this oro;ect
is to imorove a oublic hiahwav.
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71. will the project use water, rail, or air
transportation, or occur in the immediate
vicinity of these facilities? If so,
generally describe the use: No.
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72. How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur:______
Not aoo1icable
73. Describe proposed measures to reduce or
control transportation impacts, if any:~
prooosed desian recommends actions considered
most desirable to fulfill the reauirements of
the roadways involved. and reduce/control
traffic imoacto aenerated bv area develooment.
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EVALUATION
PUBLXC SBRVXCES
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74. Would the project result in an increased need
for public services (fire protection, police
protection, health care, schools)? If so,
generally describe the results: Yes. only
durina duration of proiect for possible fire
protection. medical aid. or emeraency traffic
contr01.
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contr01 direct impacts on public services, if
any: Contractor shall know and observe all
laws and rules (state. Federal or Local) on
fire prevention. and safety.
UTXLITIES
76. Check which utilities are currently available
at the site:
water e1ectricitv natural gas
refuse service telephone
septic system sanitary sewer
other:
77. Describe the uti1ities that are proposed for
the project, the utility providing the
service, and the general construction
activities on the site or in the immediate
vicinity that might be needed: Puaet Power
currentlY provides electrical service to the
area. Additionallv. temporary sanitary
facilities will be provided for construction
workers durina the life of the proiect.
"
ACKNOWLEDGEMENT
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I acknowledge that all Information provided In thlo checkllot and all onached material 10 true and correct to the boot of lfr'/
knowledge. I underotand the IDDd agency II relying on thlo Information to make lu declll~. In addition, I underotand that
review under SEPA doeo not c"",,tltute approval of a propooal; c_llanea "llh local, oUte. and federal regulatlono eppllcable
to tha propooal ohall conotltute approval. (Check with appropriate egeneleo to determine what approvalo ara required.) SEPA
approval to baaed on the I tlon I have provided. If found Inaccurate, approval could be wlthdro....
~4-hl:) ,
date) . ~
l)
~ ~ Q~/./9Gl
IreVle/.. . , - 'I ldate) ~
NOTE: Unles otherwise shown, thB reviewer agrees with the statemants made above.
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,;.. STATEOFWASHS..Tr'''l
, COUNTY OF JEFFERS
In the matter of:
Intent to enter Into
loan Bgr8ement with
the Public WO",B Board
for Improvements to
the Beaver Velley Road.
RESOLUTION NO. 47-90
WHEREAS, Jefferson County
Public Works Department has applied
,for a Washington Slate Public Trust
,Fund loan to reconstruct the 8eaver
i Valley Road,lncluding the shoulders,
. from M,P, 6,31 to M,P, 7,67, hereafter
: referrad to as "the project: and
, WHEREAS, the Washington Slate
Public Works Board has selected the
project for financing, subject to ap-
proval bylhe Washington Slate Legis,
. lature, and
WHEREAS, RCW 43.155,070 re-
I quires lhat applicants musl have
i adopted the local option 1/4% real
. estate excise tax, as described In
, chapter82,46 RCW,Jefferson County
has adopted 6ald tax by ordinance
: ~~;rber 5-83 on October 26, 1983'Ii
:, WHEREAS, ROW 43,155.170 re'
quires that applicants must have
adopted a long-Ierm financing plan for i
publiC Vlorks, Jefferson County has
) adopted the Six year Transportallon
, Improvement Plan on June 26, 1989,
'by resolution number 55-89, and
, WHEREAS, Jeffel'llon County will
, comply with all stale and local regula-
'lions, Including non-<llscrlmlnatlon In
employment and the oblalnment of
. anyappllcableenvlronmentalpermlls,
and
WHEREAS, RCW 43,155.060 re-
quires Ihatthe project will be adver-
'lIsedlorcompetlllve bids forconstruc-
, lion and administered In accordanco
~"panlss. .... -.. --'---..II"40..AM ""
1! ~~~~Ff~~~I?':I~~f!~EP THJS'~~I
COBOAMRMD OF JEFFERsON-COUNTY
~ ISSIONERS
, GB eorge Brown, Chairman
.G. Brown, Member
Larry Dennison, Member
SEAL: I
A~EST: '
Lorna L, Delaney, Clerk oltho Board I
20395-16
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Affidavit of ~"olication
/
SIAn Of WASHINGTONI
COUNTY Of JEffERSON)
fRANK W. GARAED. bltine .....orn. tar' he i. .he p",bl.lhe, Df
.... Port 1ow"oand/J.Henon COl.ltlt)' Leader, 0 ...kl,
MW&pOp'-r which ha._n ..tabli.h.d. pvbli."'d In.he l!:ng..,..
::::=nO;:f'=T::~'::d::'::::~:~n~r ~~dk~Il:~~~:~::
._,01 cilculalion in soid (Oun'r '01 mOl. .hon wa 16) monlh,
prior to the do.. oIlhe ,.UI publtcolion 01.... Notic. he,elo at-
tochod. and tho. the aaid Pon 'Q.,n..ndlJeH.llon Co..nlY
~~::; ~ ~~~r:: C~:~":t ~i~ 1j.;r.~'::C'o:~~~:nC::
that onne..d i. Ilwe cop)' o' .he
Resolution #47-90
Intent to enter into loan
agreement with the public wor.k
board for improvements to the
Beaver Valley Road
a. it appear.d 1ft.... regula, olld .n,il. i..~ of aoid paper i,..I'
and not in 0 ...ppl.....nl '''''.0' 101 a peliad 01
one
.o:on...cuti". ...h. begiMlng on the
.
16th
May
,q~.
cloy of
......ndIog..1luo 16t!l..yof May
19~, and.hot.o1d M.:r:OP.' waa ,egularlr .a"Ibu..d
10 iI. .ublCllben during oU 01. I, ptlliod. 'hot the 'uU OlftOlof'"
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO. 74-90
Revising a County project x
designated as ~. x
IT IS HEREBY RESOLVED that ~he Beaver Vallev Rd.
Road Log No. 941507
from M.P. ~ to M.P. ~ be improved as fo110ws:
Reconstruct and widen, and surface shoulders with A.C. pavement,
and drainage improvements.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the county
Engineer'S estimate is hereby made in ~he amounts and for the
purpose shown:
FURPOSE PREVIOUS APPROPRIATION
Engineering S 35.000.00
Right of way
Acquisition S 20.000.00
Sub-Total S 55.000.00
PRESENT APPROPRIATION
S 54.000.00(27.800.00 PWTFl
~ 20.000.00(18.000.00 PWTFl
S 74 ',POO.00(45.800.0Q PWTFl
S290.650.00(232.520.00 RAP
49,865.00 PWTF)
Construction:S312.300.00(249.840.00
L Contract ' RAP)
_ County Forces
TOTAL
S367.300.00(249.840.00
RAP)
S364.650.00(232.500.00RAP
95,665.00 PWTF)
L This project is includad in the officially adopted annual
road program as Item No. 5
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
1'1' IS FURTHER RESOLVED that:
L The construction is to be' accomplished by contract in
accordance with R.C.W. 36.11.020 at. seq.
The construction is to be accomplished by County forces in
accordance with R.C.w. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIs~1~ DAY OFi --1 ' /1' 9'?
, BOARD OF JEF SON C NTY COMMISSIONERS
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ATT~
YlA'l(2 .y: /JJ,,~ Or
Clerk ot the Board
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JEfFERSON COUNTY 1
1990 BOlD CONSTRucnON PROGRAM i
IHVIIlONMEN'lAl. a55lSSMlNT '
The Jeff.roon County Department of Public Work, i. .ubmi"ing its Annual
Con.truction Program for the year 1990 for review punuant to the Stat~
Environmental Policy Act Guideli"., publi.hed a, Chapter 197.11 of th~
Wa.hington Administrative Code and adapted by Ordinance Number 7.84
in accordance with W,A.C, 197.11.904 by the Board of Jefferoan County'
CommiSlionero; and os W,A,C. 197.".926 ,pecifically requires that the I
lead agency for any propo,al inltia'ed by a. governmentol unit ,hall be the,
'agency making the propo.al; ,
Then, purouant to W,A.C, 197.11, Jefferoon County declar.s that: I
The following projects aSlociatacl with the Annual Con,truction Program;
;1990, are categoricolly exempt by the W,A.C. noted, and a thre,hold
Jdetermination is not required: ;
TilL! W.l.C. I'
"Item No. A: Trl.Area Transportation Plan 197.11,Boo(18
Item No, 8: Safety Projects 197 -11.BOO(31
'Item 1'10,11: A'phah Cement Overlay, 197,11.Boo(31
" The activ;'ies of the following projects o..otiated with the Annual Coni
struclion ProgrC'm, 1990, are categorically exempt at this time unde,
W.A,C. 197.11.900(19), and a ,hreshold determina'ion i. not required,
However, in accordance with W.A.C, 197."-055 and 197-".070i
threshold determinations may be required for some or all of the project,
listed:
TITU lalVnY:
hem No, 1: Beaver Valley So. Preliminary Englneerind
Item No. 3: Beaver Valley No. Preliminary Englneerlnd
Item No. 5: Four Cornero Rd, Int, Preliminary Engineerlnll
Item No, 6: Airport Cut.Off Rd. Preliminary Englneerinll
Item No, 9: SR/20.Airport Cut.off Int, Preliminary Englneerinll
The following projects aosociated with the Annual Construction Program!
1990, require envinronmental checkli,t. ond thre.hold determination, / lead
agency .tatu. In accordance with SEPA guidelines, The environmental
checkli,t. and determinations of non..igniflcance / lead agency status fot
each project are enclosed for your review. :
TIlL! !
ltem'No. 2: Oak Boy Road, Swan.onvllle Rd, to Paradise Rd. !
Additionally, hems Number 7, 10, 12, and 13 are projects that have been
carried over from prftvlou. Annual Con,truction Programs and the S.E.P,A~
Guideline. have been me' for each project. '
Each project has been individually reviewed by ,he Department of Publl~
Works for It' environmental slgnlllcance, a. h relate. to the S.E.P.A. and its
guideline, as publl.hed In W,A.C. 197.11. '
Robert G. Ne,blll, P.E.
County Engineer
George C, Brawn, Chairman
Board of Jefferoon County Commissioners
1 BOB 12.2~
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CReJ5/9
Affidavit of Publication
STATE OF WASHINGTON)
COUNTY OF JEFFERSON)
FRANK w. GARREO. being $worn, IOYS h. i,the publisher of
the Pon lownsendJJ.Henon . County Leader ~ 0 weekly
new.peper which hal been ..tabli,hed. published in the English
!onguog8 and circulated continuously as a w"llly newspaper
In thelown of Port Townsend, in said County and Stale and for
ge,nerol circulation in said county far mar. than six (6) months
prior to th. dote of the fint publication of the Notice her.'o at.
toched, and ,hat the said Port T own..nd/J.Henon County
Leader was on the 27th doyaf Jun. 19,41, approv.dos 0 legol
newspaper 7 the Superior Court of said Jeffenon County and
that ann... is true copy of the '
Jefferson County
1990 Road Construction Pro-
gram Environmental Assessment
!.
as It appeared In the r.gulor and entire illu. of said paper I'..U
and not In 0 luppbment thereof far a porlod of
one
con..cutl..... wHks, beginning on th.
day .,December , 19~
27th December
and .ndlng on the_day of
27th
loB~, and that sold newspaper wat r.gularly distrlbut.d
to III ,ubscrlber, during all of thl, period. Thai th. full amount
.15 77.00
p.r column Inch for
ho, been paid In full, otth~rDt. f 55,50
In..rtlon.
~~ -
Submlb.d and ,WOfn to bafo" m. ttu~.1..tbdoy of
oeca,lnber '_' 19_.J!.!l
d.. ~ Notary '.bl In an '.rth. 5t~1
r- W".hington, relidiftg at Hodlodll.
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STATE OF WASHINGTON)
COUNTY OF JEFFERSON)
fRANK W. GARRED. being sworn, lOY' h, II the publi:"er.~f
,he Pc.rt To;(n~~~~/~:~~~'~~bl~~~~:~u~~:h:'d'in I~e E:;lll~
~ . ---.-. --'--,--.- -....~. ~- - - ,- - - ra'n:'~:'~:d 'circulo'ed continuously 01 a w..k~ n,w'PQ~.'
","':' ~ATE ~'WV~~~~',~OF~ \',~-~'_.:;, ,,', ,; ,~,,',~,: fTj~~~:dn(~~~,~o;:r':~~YI~;; .j:al~i ~nodnt~;
,: lathe ,1UIl1It of;,IIew&loit. ~ fIl'IIl*t~.. 00579."..", d ";'" f ,h. 'i", publ;,.,;...f Ih. N.,;,. h.,.'o aI,
~....~~~ l;~~~~::au;:;~;;.~
Ihe amounts, and for Ihepurpose sho..",: t ",', ;';>~_ '~':';'_" ,,' ion # 2 7 _ 8 9
.......... ' I'm!.............. ' ',I n-. ..........__
:~:~~:;r~~y '" $30,~.~ ' ' ,,$35,000;00 '.""(' er Valley Road
Acqulllllol) '0 (':20,000:00
Sub.Talal , 30,OOO,()O , 55,000.00'
=' ....... o. .......:.~~ ....
rOTAL ,,30,000.00 I , ,367,300,00 'I
' '($249,840.00 R.A,P.) II
K Thl. proflld Is Included In tho offldally adopted annual road progf'dm a. In ,h. 'Igula, and ,ntlr. "'1.1. of .old pop.' I".
Item No.5., ppl.",.nf ,her.ollor 0 pelted of
IT IS FURTHElIIBOI.VIlI thaI: . '
X The con.truction r. to be aecompU.hed by confrOd in accordance with _ _ _ _ con..cull.... .......k.. begInning on ,h.
R,C,W. 36.77,020 et. seq. , '. il 89
PASSIll AND ADOmD THIS IDth DAY OF AI'Itll, 1f19. d. .1 '" Apr ,19 ,
Baard aF JeHeraan County Camllllll/anel'l ,,-" 1
, GeorgeC,Bro_,Chalrman 19th April
B.G, Braw", Member . Ih._.,_" day 01"
" l.arry W, Denn'-lMember
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STATE Of WASHINGTONI
COUN1Y OF JEFFERSON)
FRANK w. GARREO. being ,worn, says h. is the publilhtu e'
the PGI1 Townsend/Jeff.non Count)' leader, a ......e;..'
newspcper which has be.n .stablished. published in the Englll"
language and circulated continuoully as (I ....Iy n.w~po~IIH
in ,helewn of Port Town..nd. in laid Counly and SIO'., ond for
general (jlCulation in laid counly for more ,hon ,ill (61 monlh,
prior to the dol. of the lit5' publication 01 the NOlie. h"eto at.
lached, and thol the .aid Polt Town,end/JDff.,lon County
leader WOI on the 21lh day of June 194'. oppro.....d Qi a legal
ne"",spoper by ,he Sup.rior CourI a. said J.ff.rlon Counly. cnd
fhol onnued i. true copy of th.
REsolution #27-89
CR0579
The Beaver Val1ey Road
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROJECI' AGREEMENT FOR CONSTRUCTION PROPOSAL
Project Number: 0941501
Submitting County: JEFFERSON
Wm* Order Number: 16059072
Name of Road: BEAVER VALLEY
M,P, 6,90 To 7.67
Approval Date: Os.o2-89
Local eRP Number: 579
TOTAL AMOUNT OF AUTHORIZED RATA FUNDS: $ 249,840
IN CONSIDERATION of the allocation by the County Road AdminiltratioD Board (CRABoard) of runl arterial trust
account (RATA) fund. to the project in the amount Nt out abov., the county hereby acrees that aa condition
precedent to payment of any RATA funda allocated at any time to the above referenced project, it acceph and will
comply with the terma of thi. acrcement, mdumn&, tbe tenna and conditiona Ht fortb in Chapter 49, LElwI of 1983,
tat Ex. S.... (ROW 36.79); the applicable rulea and replationa of the CRABoard (WAC 136...100 et.l.,q.) and all
repre.entation. made to the CRABoard upon which the fund allocation w.. bued; all of which are familiar to and
within the knowledg. of the county and are incorporatod herein and made a part of this agreement. although not
attached. The officer of the county, by hi./her lilli_tun below, hereby unifies on behalf of the county thnt
matching fund. and other fund. repre.ented to be committod to the project will be available al necellory to
implement the projected development of the project .. act fonh in the construction propo.al prolpectu., Dnd
acknowleda:e. thllt fund. hereby authorized are for the development of the conltruction propolal .. defined by RCW
36,79,
The county hereby _sreel and certifies that:
(1) It I, In compll,nce with the provl.lon, or WAC ch, 136,160 re.ardln. eUpbillty ror RATA rund" Jr the
county il found not to be in compliance with the proviliona of Chapter 160, .uch non-compliance mDY be
cau.e for the CRABoard to withdraw or deny the Cenificate of Good Practice of that County.
(2) The project will be con.tructed In accordance with the informaUon fumllhed to the CRA.Board, and the phm.
and specification. prepared by the county enlineer.
(3) It will notify the CRABo.reI when . contract h.. been awarded and/or when con.truction has .tarted, and
when the project baa been completed.
(..) It wUl reimburse the RATA In the event.. project polt audit reveal. Improper expenditure of RATA fundi.
Jr the COltl of the Drolect exceed the amount of RATA fundi authoril.d bv the eRABonrd lit forth above. and the
required matchlne fundi and other fundi repre.t:nted by the local ...ncy to be committed to th. project. ~
rl.lrencv will Dav all additional cOlh nClce.n" to (omDlet. the Drol~t .. lubmlUed to the CIlAI!2atst.
IN CONSIDERATION or the proml"l and performance of the Ihted conditione by the county, the CRABonrd hereby
arre.. to reimburse the county from RATA fundi allocated, and not otherwlll, for Ita relmbunabl. COlts not to
exceed the amount above lpeclfied. The CRABo_reI will reimburse countle. on the b...11 of monthlv DrORr.1I
nnJD.l'nt vouchers NCllved and aunroved on Individual Dralectl In the order In which they are received in the
CRABoard office and .ubject to the avallabllitv of RATA fundi aDDOrtioned to the re.non. Such oblle.Uon to
relmbu...t RATA fundi extendl only to project COlt. Incurred arter Ih. date of project approval by the CRABonrd,
Mey 2, 1989,
Thll all'r..m.nt Ihall be valid and blndl". only If It I. .itm"d and return.d to the eR-ABoard oMce within ot5 dnYI
or It I m..lllnrr bv the CRADoud.
JEFFERSON COUNTY:
BY;~~ 1Y$e~
Challiftilii/Exccut;vc
Datc:/~ s-: /9P7
By:
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Duane Berentson
Secretary of Transportation
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Washington State
Department of Transportation
Transportation Building KF-01
Olympia. Washington 98504.5201
(206) 753,6005
June 9, 1989
Mr. Gary Rowe
Public Works Director
1820 Jefferson st.
Port Townsend, WA
,',
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Jefferson county
Beaver Valley Road
RS-W161 (002)
File: C-20
Dear Mr. Rowe:
The above referenced project has been cancelled
request.
per your
sincerely,
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TOM PLAKINGER tJ
Fund Allocation Engineer
state Aid Organization
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LCR/P31
cc: Bob Holcomb, Dist. 3 w/attach.
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RECE,UVED
JUN 1 -1 1989
JEFFEI16ul'\I COUNTY
PUBLIC WORKS DEPT,
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STATE 01 WASHXMGTOH
COUHTY Of JEFFERSON
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27-89
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In tbe aatter Otl
iESOLU'rIOH HO.
T .. I I I . Bevi.ina a oounty X
projoot d..ianated a. X
CR0579. X
IT IS HEBEBY RESOLVED tbat The Beavpr Vallpv Read
,
Road Loa !lo. 941507 ,
trom H.P...l..:..Q2. to H.P.~ aaCotll~QlIK~XXXXXxx~l:!4:!.
improvod a. tolloWDI
Reconstruct with widening, resurfacing, drainage and
channelization.
IT IS FURTHER RESOLVED tbat an appropriation trom the
ott101al1~ adopt.d road tund bYd..t and 'ba..d on the oounty
onain..r'. ..tiaat. i. beroby made in tho &aOuat. CAd tor the
purpo.o obownl
PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Enaineerin& S30.000.00 S3S.000.00
Riabt ot Wa)'
Aoqui8itioD -0- 20.000.00
Sub-Total s30.00'o.oo 55.000.00
Cinatruouonl -0- 312..300.00 ($249.840.00 R.A.P.)
Contraot
=COUDt)' Foro..
TOTAL $30,000.00 367,300.00 ($249,840.00 R.A.P.)
x Thia project i. inoluded in tho ottioially adoptod annual road
proaraa aa 1 to. 110. 5
__The project is hereby made a part ot the ottioially adopted
annual road proaraa in aooordano. witb B.C.W. 36.81.130.
IT IS fUBTHEB BESOLVED tbatl
JLThe construction 1. to be acoompliabed by contraot in aocord-
anoe witb R.C.W. 36.77.020 et. ..q.
__The construotion 1. to be accomplisbed by oounty torces 1n
aooordanoo wltb B.C.W. 36.77.060 and III.A.C. 136.18.
~ 4 ./7
I()- DU OF 'lJM.X . 1'12,! .
BOARD OF JErFESSaU COUUfY COKH1SSIOIIERS
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PASSED AMD ADOPTED THIS
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RESOLUTION NO. 6-85
COUNTY PROJECT NO. CR0579
BEFORE THE BOARD OF JEFFERSON COUNTY COMMISSIONERS OF JEFFERSON
COUNTY, WASHINGTON.
In the matter of ( initiating 1 ~~~ ) a county road project
designated as CR0579
IT IS HEREBY RESOLVED that ~he Beaver Valley Road
Koaa Log NO.
M.P. 7.47
Q<11C:07 . f!"olll M.P.
be improved as follows:
.
to
6.50
Mtnor realtgnmen~. wtden and dratnage
IT IS HEREBY RESOLVED that an appropriation from the officially
adopted road fund budget and based on the county engineer's est-
imate is hereby made in the amounts and for the purpose shown:
PURPOSE PREVIOUS APPROPRIATION ~ APPROPRIATION
Engi need ng -0- $30.000.00
Right of Way
Acquisition -0- -0-
Sub-Total -0- 30,000.00
Construction: -0- -0-
Contract ,.
Coun ty Forces
TOTAL -0- $30.000.00
X This project is included in the officially adopted annual road
program as Item No. 3
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accoMplished by contract in accord-
ance with R.C.W. J6.77.020 et. seq.
The construction is to be accomplished
accordance with R.C.W. 36.77.060 a \II.A.C.
Adopted this /t,/t!!::: day of
BOARD 0
by county forces in
136.18.
/?~J~
COUNTY COMMISSIONERS
Ch'~
Member
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SEAL
ATTEST:
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RESOLUTION NO. 6..85
COUNTY PROJECT NO. CR0579
BEFORE THE BOARO OF JEFFERSON COUNTY COMMISSIONERS OF JEFFERSON
COUNTY. WASHINGTON.
In the matter of ( initiating / 1<e:",1<~1<1J9' ) a county road project
designated as CR0579
IT IS HEREBY RESOLVED that the Beaver ValLey Road
Koaa LOg NO.
M. P. 7, 47
q41<;n7 . from M.P.
be improved as follows:
.
to
6.50
Mtnor reaLLgnment, wLden and dratnage
IT IS HEREBY RESOLYED that an appropriation from the officially
adopted road fund budget and based on the county engineer's est-
imate is hereby made in the amounts and for the purpose shown:
PURPOSE PREVIOUS APPROPRIATION
~ APPROPRIATION
Engineering -0-
Right of Way
Acquisition -0-
Sub-Total -0-
$30.000,00
-0-
30.000.00
-0-
Construction: -0-
Contract
County Forces
TOTAL -0-
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$30.000.00
x This project is included in the officially adopted annual road
program as I tem No. 3
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accord-
ance with R.C.W. J6.77.020 et. seq.
The construction is to be accomplished by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. l36.18.
Adopted this /r/~ day of ~&oU'~ . /s?;PS-=-
BOARD O~FERsoM7COUNTY COMMISSIONERS
SEAL
ATTEST:
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Chairman
Mem~J
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04/17/89
01 STRICT 3 AGENCY: JEFrf:RSm: CU.
***************O~*.******O***O**********b**
* *
* FEDERAL AID PROJECT STATUS REP8RT *
* *
***~******~*.~*e****~~********************~
FED. AliJ 1m: RS-"d61100Z) TITLE: BEAVER, VALLf:Y ROAD
AGi(EEMENT flO: LA-0201 SlJPPLE.'1ENT NU: DA rE EXECUTED: 1110Z/81t
PKU JEC 'f FUND I NG S T A TU S ************ltl'*'l.rl",,* :(q," * *(t * (\ ***:',1 1}'f.O~~ '* ** 'I): * * tl'>:::Q:' ************ *
(IOKY, UkOER NU:
ESTll~ATED COST
rUrAL '1':.
FED. $:
ORLIGAT Inll DAlE:
OBLIGATED COST
TOTAL $:
O~LIG^TEO FED $:
TOT AL I:XP um $:
PRELIM. ENGR.
SL-0200
CON S TRue. T ION
R/..
9,960
---'--<i::nlT
---oUi54---,
__I _,_
19'1,208
---'16(;:020
--oj7Yo'---
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--- 'TT7 8'4-
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,$29,881
$21,,903
$0
$()
$0
PKllJECl OEVELOPMENT STATUS *..o*.....**..*.****.****.*..*.**..*.*.**..*~**..*..
PRUJECT AD AND AWARD: LOCAL AD AND AWARD
--------------------
LNVIRiJNMf:~lT^1. CATf:GlJRY: 2 eA 51.\ TUS:
PF. R/w
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YF.S
CONS TRue r 1 ON
I),~
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F. S T II~A TED
eO/WLL r ION DATE:
ll)/89
-,_1_-
02/90
__1_-
OB/go
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C[lN rr~AC T S 1 AT us .(<. "'. * ~**.. ** *.**<<****"'* ....* **.... * "'******** (,(,. .*"'" **,< ':'**** f,...,,,,,*"'~'"
AO DATE: 0't/'l0
A~:~QEUt~~lR^CT~~i/-~ AMOUNT: .---,---,~--
-------------------------------
WIJE.G(JAl:
D",C GJAL:
ClJN SUL T A!'J 1 AG R[[ MF.N r .(r.(I * ~ '* IIf.(t ** CI/ *<r*Ci 'IJ "1* *.ec* * <- 1)'* 1t'C1 ***(1"'* *(: * (0 .,,(t"i,r ~I **~ ~(, * (( (, "" JWo ~ (I ~(l'< 1(<
I)ESIG'i:
I'.I\.' :
UN~,TI\:
AMOUNT :~___ '___ ,___
------------------------------
AMOUNT: .___,___,___
------------------------------
AMiJUNT: $___,___,___
(:nICUfo! ..1 Hi THE l<rVISIONS NOlCD IJt/ TitlS ()(JCUMENT;
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DEPARTllEIT OF PIiBUC WORKS
JEFFERSON COUIIY COUIIHOUSE
PORT TOIIISElD. WA 98361
(j
CONSTRUCTION COST
ESTIMATE SUMMARY
Dale
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Checked By
Construcrion Cost Estimare
Summary
Item Description Item Total COle
No. Coil
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AGENCY
AGENCY NAIIE a BIWNG ADDRESS
W.LD.a.T. use ONLY
FI!DI!RAL AID PROJI!CT HUMBeR
Jefferson County
Dept. of Public Works
Courthouse
Port Townsend, WA 98368
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
CITY /COUNTY AGREEMENT
RS-\'l161(2)
AGReI!III!NT HUU8I:R
LA 0201
The Local Agency having complied, or hereby agreeing to comply, with the terma and conditions set forth in (1) Tltls 23,
U,S. Code Highwaya, (2) the regulations Issued pursuant thereto, (3) Office of Management and BUdget Circular A.l02, (4)
the policies snd procedures promulgated by the Washington State Depsrtment of Transportstion snd, (6) the Federal.aid
Project Agreement entered into between the Stste and Federal Government, relative to the above project, the Weshington
Stete Department of Transportation will authorize the Local Agency to proceed on the project by a separate notification,
Federal lunds which are to be obligated lor the project may not exceed the amount shown herein on line p" column (3)
without wrillen authority by tha State, sUbject to the approval of the Federal Highway Admlnlatrator. All project costs not
reimbursed by the Federal Government shall be the responsibility of the Local Agency.
PROJECT DESCRIPTION
Name
BEAVER VALLEY ROAD
0.97
Length
Termini
M.P. 6.50 to M.P. 7.47
Description of Work
Widen road to 38 feet with improved base and
surface with asphalt concrete. Improve align-
ment and drainage.
W,S,D,O,T, USE ONLY
Work Order Accounting Plsn
p,,,,, I Dill. e,5.
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WOAP AMOUNT AUTH, COOE
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ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3)
Estimated Totol Estimated Eltlmltld
Project Funds Agency Fundi Federal Fundi
PoE, I, Agency Work ................. . . .?9,.QOO. , .,. " .4n,7. , " o . 24.0,7.3"
b, St.le Servlcee ................ . . . , 1,.000, . . , , .. ..17,Q .. 0 " .. " a,~o "
c, Other ...................... "'30','000"" . , "5097 .. . , "24 ~9U3 0 .
d, Tol.1 Pr.lim, Eng, COIl E.lim.te
Rlght-of.Way e, Agency Work. , , , , . 0 . , , . ............... ........... ............
I, S'.le Service. ................ ............... ........... ............
g,Olher ...................... ............... ........... ............
h, Tol.1 R/W Coel Eetim.le
Con.lrucUon I. Conlr.ct . . , . , , . , . , . . , . . ............... ........... ............
Engin.erlng { J, Agency Force. . , ............... ........... ............
_% k, St.te Force, , , . ............... ........... ............
I, Audit .................... ............. .. ........ ...........
m, Other ................... ............. .. ........ ...........
n,Olher ................... ............. .. ........ ...........
0, Tot.~hron.trucllon Co.t E.tim.t.
p, ~RM 8PST ESTIMATE OF THE
The Foderll'lld perticipltion rIle in thl' proloct will be dotermlned by thl Fede,,1 Government, Thl plrtlll e.pect thlt It will bl ~....,
howover, It II und.,.tood that tho r.te mlV v.rv. Tho Loca' Aoency lor... thlt thlt aoraemenll. .nt.rld without r.tvlng upon any repr...nt.llon by thl
Stile midi out.lde 0' thll contract. or contained her.ln. II 10 whit the Pederll plrUclplUon rll. will b.. II 'urthlt lor... thlllt will not condlllon Iny
'utur. Ictlonl wllh re.pect to the project cov.red by thle loreoment upon pllt. current. or future repr.l.n..tlone I. 10 the ,.d.,,1 pertlclp.,lon r.'.. The
dolllr amounl 01 Federal plrtlclpltlon clnnot e.cled the .mounl shown In Un. p.. column (3). All COlt. not rllmbur..d by thl 'H"al Oov.rnmont Ihlll bl
tho re.ponllblllly of the Local Ag.ncy.
DOT
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RIVIIID 1/83
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STATE AD & AWARD
METHOD A
METHOD a
[;ONSTRUCTION METHOD OF FINANClJ
LA 0201
(Check Method Selected)
~
Advance Payment - Agency Share of Total Construction Coat (Based on Contract Award). . . . . . . . . . . (
Withhold From Gas Tax the Agency's Share of Total Construction Cost (line 0., col. 2)
In the amount of $ at $ per month tor _ months...........(
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C _ Agency Cost Incurred with Partial ReImbursement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (
The Local Agency further stipulates that pursuant to said Tille 23. regulations and policies and procedures, and as a
condition to payment of the Federal funds obligated, it accepts end will comply with the applicable provisions set forth
below, Adopted by official action on October 8. 1984 , 19_, Resolution/Ordinance No, ,
AGE~
By; )
CHAIRMAN, County Commlssioner./Meym'"
I SCOPE OF WORK
The Agency shall provide all the work. labor, materials and services
necessary 10 perform the projoct which Is described and sot forth In detail
In the "Project Description" and "Type of Work:'
When the State acls for and on behalf of the Agency, the State shall
be doomed an agenl of tho Agency and sholl perform the services
described and Indicated In "Type of Work" on the faco of this agreement, In
accordance with plans and speclflcallons as proposod by tho Agency and
approved by the Stato and Federal Highway Adminlslration.
When tho State acts 'or the Agency but not subject to tho right of
control by the Agoncy, the State shall hove the right to perform tho work
subject 10 the ordinary procedures of the Stato and Federal Highway
Administration.
II DELEGATION OF AUTHORITY
Tho Stote Is acting 10 fulfill tho rosponslbllltlos to tho Fodoral
Govornment by tho admlnlstrollon of this proJoct. Thn Agency agreos that
tho Stato shall have tho full authority to carry out this administration. Tho
51010 shall reviow, procoss ond approve documents roqulred for Fedoral-
old relmbursomont In accordance wllh Foderal roqulremonts. If tho Stote
odvortiso8 nnd awards Iho controcl, the State will furthor oct for tho
Agency In 011 matters concerning the projoct, os requested by the ADency. If
tho Local Agoncy advortlses and awards tho proJocl tho Stalo sholl revlow
tho work to insure conformity with tho approved plans and spnclllcallona.
III PROJECT ADMINISTRATION
Certain Iypos 0' work and servlcoa shall be provldod by tho Stato on
lhls proJecl 011 requostod by tho Agoncy and doscrlbed In lho "Typo of
Work" abovo, In addition, tho State wIll furnish qualiflod personnal lor tho
supervision and Inllpecllon 01 the work In progress. On locol agency
advertised nnd Rwarded proJecllI, the lupervlslon ond Inapoctlon ahall be
IImltnd to onllurlng 011 work la In conformanoe with approvod plans,
apoclflcallona and Federal.ald requirements. Tho IIlory af such onglnoor
or othor suporvlsor and all olher sularlol Dnd coats Incurred by Stalo forC08
upon tho projoct will be conslderod a COlt tharoof. All costll rolatod to this
projecl Incurrod by employee. 0' the Slato In tho cualomary mannor on
hIghway payrOlls and voucher. shall be chargod III cosll of tho projocl.
IV AVAILABILITY OF RECORDS
All projoct roeorda in lupport 0' 1111 Calla Incurrad nnd octual
oIlJ,.,ndiIUrnl\ kopl by Iho Agoncy, are to bo malnlalnod In ftCcordnnco with
procodure. prelcrlbod by the DivisIon 01 Municipal Corpora lions of the
Stnto Auditor', OUlco, the U,S. Oop'nlmonl of Tranaporlntlon nnd
Wnshlnglon Dopartment 0' Tranaporlatlon, Tho recorda Ihall bo opon 10
Inllpectlon by tho S'a'o and Fedoral Oovnrnmont II all reloonnble tlmell
Rnd shall bo ratalnod and made availabla tor such Inlpectlon for II period at
not 1011 than lhroa yoar. Irom tho tlnal payment 0' any Foderal.ald rundl 10
the Agency. Coplol of .ald rocords shan be turnllhad to Ihe Stale and/or
Fodoral Governmenl upon request.
IY.'T '40.030 (n/III83) ok A.144
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By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
~~--
S'a' Aid EnOl
NOV 0 2 1984
Oat. Executed
PROVISIONS
V COMPLIANCE WITH PROVISIONS
The Agency shall nol Incur any Federal-aid participation c081s on any
classification of work on this proJecl until authorized In writing by the State
for e8ch cl88alflcatlon. The clooslflcatlons ot work for projects are:
,. Preliminary Englnoerlng up 10 and Including approval
2. Preparation of Plana, Specifications, and Estimates
3. Rlghl.of-Way Acquisition
4. Project Construction
In the event that Rlght-ot-Way acquisition for, or aclual construcllon of
tho road lor which Preliminary Englnoerlng Is undertaken la not started by
the Closing of Ihe flfth flscal year following the fiscal year In which the
agrooment Is exocuted, tho Agency will repay 10 tho Stale Ihe sum or suma
0' Federal funds paId to the Agoncy under the tArms 0' this agreement.
(See Soctlon VIII.)
Tho Agoncy agrool that 011 stag os of construction necessary to
provldo tho Initially planned complote facility, within the IImlta 01 Ihls
project, will conform to 01 loast tho minimum values eet by approved
AASHTO doolgn standards appllcablo to this class 0' hlghwaya, ovon
though such additional work Is rlnanced without Foderal-ald participation.
Tho Agoncy ogro08 that on Fedoral-ald highway construct/on proJocts
the curront Foderal.old regulotlona which apply 10 IIquldatod damagos
relotlvo 10 tho baals of Fedoral portlclpatlon In the proJoct cost shall bo
appllcablo In the ovont the conlractor falls to complote the conlracl wllhln
tho contract time.
VI PAYMENT AND PARTIAL REIMBURSEMENT
The lolal coat of tho proJoot,lncludlng eU review and onglneorlng cOllla
and other oxpenlol 01 the Stale, II to bo paid by Ihe Agency and by the
Fedoral Govornment. Fedoral funding Ihall be In accord with the Surfaoe
Trol'sporletlon Aaelatanca Acl 1978, Title 23, Unltod Slalll Code, all
amended, and Office or Managemenl and Budget Circular 10.-102. Tho State
shall nol bo ulllmately r..ponslble 'or any 0' the co.ta 0' Ihe proJeot. The
Ag.ncy shall be ultimately re.pon.lbla tor all COl. I ...oelated with Ihe
proJecl which aro not relmbur.ed by the Federal Gov.rnmenl. Nothing In
this agreemont shall be conllrued all a proml,. by- the Slale .. to the
amount or nalure of Feder.1 participation In thll project
I, Prellmlnory Engineering, Right of W.~ Acqulllllon Ind Audit
CO.tl.
Tho Agency will PlY for Agency Incurred COI'I on the project.
FOllowing luch payments, vouche,. .hlll b. lubmltlad 10 the State In the
'ormat pre.crlbed by the Stat., In quadrupllcale, nol more IhAn one per
month. The SIafe will relmbur.e the Agency up to Ihe amount shown on tho
race 0' thl. agreamant lor tha.. ooat. eUglble lor Federa' par1lolpallon to
the 1I)!;I.nt Ihat euch COlt. are directly attributable and properly IlIooable to
Ihll proJocl, E.plndltur.. b~ Ihl Loool Ageno~ lor Iho OIlIbll'hmonl,
maintenance. oeneral Idmlnlltrallon, Iuplrvlllon, and olher overhead Ihall
nol be ellglbll lor Foderol portlelpollon,
The Statl will pay for Sllle Incurred COlta on thl proJet;t. FOllowing
payment, the Stale ahan bill thl Flderal Governmenl tor relmbur..ment at
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those costs eligiblo for Federal participation to the extent that such costs
are direelly attributable and properly allocable to this project. The State
shall bill the Agency lor that portion of State costs which were not
reimbursed by the Federal Government. (Sa8 Section VIIJ.)
2. Project ConatrucUon Coat.
Project construction financing will be accomplished by one of the three
methods 88 Indicated in this agreement.
METHOO "A":
The Agency will place with the State, within twenty (20) days
after the execution 01 the construction contract an advance in tho
amount of the Agency's ahare of the total construction cost ba~ed on
the contract award. The State will notify the Agency of the exact
amount to be deposited wilh the Stale. The Suile will pay all costs
Incurred under the contract upon presentation of progress billings from
the contractor. Following such payments, the State will submit a billing
to the Federal Government for the Federal-aid participation share of
the cost. When the project is substantially completed and final actual
costs of the project can be determined the State wlll present the
Agency with a Ilnal billing showing tho amount due Ihe State or the
amount due the Agency. This billing will be cleared by either a payment
from the Agency to the State or by a refund from the Slate to the
Agency.
METHOD "B":
Tho Agency's share of the total construction cost a8 shown on
the lace of this agreement ohall be withheld from its monthly fuel tax
allotments. The lace 01 this agroement eDtabliahes the months In
which the withholding shall take place Bnd the exact amount to be
wllhhold oach month. The oxtent of withholding will be confirmed by
lottor Irom the Stale at tho tlmo of contract award. Upon receipt of
progress billings Irom the contractor, Ihe Stato will submit such
billing a to the Federal Govornment lor paymenl 01 Its participating
portion of auch billings.
METHOD "C":
Tho Agoncy may submit vouchers to Ihe State in tho format
proscribed by the Slate, In quadruplicate, not more than onco per
month lor those cosls eligible lor Federal participation to tho extent
Ihat such costs are directly attributable and properly allocable 10 this
project. Expenditures by the Local Agency for tho ostablh,hmont,
maintenance, general administration, auporvlslon, and other overhead
ahall not be aUglble for Fedoral partlclpollon.
Tho State will relmburao tho Agency for Ihe Fedoral share of
ellglblo proJoct costa up to tho amount shown on the IBCO of this
agreemont. At Ihelime of audit, the Agoncy will provldo documentntlon
of all coat a Incurrod on Ihe projecl.
Tho Stato Ihall bl1l tho Aooncy for all COStl Incurrod by tho Stole
rolotivo to tho project. Tho Stato shall also bill tho Agency lor Ihe Fedoral
lunds paid by tho Stale 10 tho Aoency for project Calla which ore
subsoquontly del ermined to be Inoliglblo for Fedoral portlclpatlon (Soe
Soction VIII).
VII AUDIT OF FEDERAL AID PROJECT
Th~ Agency. If servlcos of II Consultanl are required, shall be
roeponslble lor sudlt of tho Conlullant" rocorda 10 determine ellglblo
Federal.aid costs on Ihft project. The report of laid audit shall bo In tho
Agoncy'e filo' and mado .vllllablo to Ihe Stato IInd the Foderal Govern.
ment.
An audit shall be conducted In accordance with Ottlce 01 Management
nnd Dudget Circular A.102, Att'Jchmant P.
If upon audit It Is lound that an ovorpavmant, or participation of Fedoral
money In Inellglblo lleml of COSI, hili occurred, the Agoncy ahall relmburao
Iho Stote for Iho .mount 01 such overpaymont or oxcn. plrtlclpallon. (Seo
SoOlloo VIII,)
VIII PAYMENT OF DILLING
The Agency agreol that If plvment or arrangomont for payment of anv
of the State'l billing relatlve to thl project (e,g. Stlto forc. work, prolect
cancolallon, overpayment, COlt Ineligible for Federal participation, elc.) 'I
not mado to the State wllhlR 45 daYI afler tho Agencv h.. boen billed, the
Stile ehall e"ect relmburl..ment of the lotll Bum due from Iho reguler
monthly fuollax allotmentl 10 the Ag.ncy from the Motor Vehlol. Fund. No
addltlonel Fedor.' proloct fundi no will b. Ipproved until full payment I.
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received unless otherwise directed by the State Aid Engineer.
IX TRAFFIC CONTROL, SIGNING, MARKING, .. ROADWAY MAIN-
TENANCE
The Agency will not permit any changes to be made in the provisions
for parking regulations and traffic control on this project without prior
approval 01 the State and Federal Highway Admlnls~ratlon. The Agency will
not install or permit to be Installed any signa, signalS or markings not in
conformance with the standards S1pproved by the Federal Highway
Administration and MUTCD. The Agency will, at ita own expense, maintain
the improvement covered by this agreement.
X INDEMNITY
The Agency shall hold the Federal Government and the State harmless
from and shall process and delend at lis own expense, all claims, domands,
or suits whether at law or equity brought against the Agency. State or
Federal Government, arising from the Agency's execution, performance, or
lailure to porform any of the provisions of Ihla agreement, or of any other
agreement or contract connected with thla agreement, or arising by rea80n
of the participation 01 the State or Federal Government In the project,
PROVIDED, nothing hereIn shall require the Agency to reimburse the Stale
or the Federal Government for damages arialng out of bOdily Injury to
persons or damege to property caused by or resulting from the sole
negligence 01 the Federal Government or the State.
No Ilablllty shall attsch to the State or Federal Government except as
expressly provided herein.
XI NONDISCRIMINATION PROVISION
The Agency hereby agrees that It will Incorporate or cause to be
Incorporated Into any contract tor constructlon work, or modlllcaUon
thereof, as defined In the rulea and regUlations of the Secrotary of Labor at
41 CFR Chaptor 60, which Is paid for In whole or In part with 'unda obtained
from the Federal Government or borrowed on the credit 0' Ihe Federal
Government pursuant to a grant, contract, loan, Insurance or guarantee or
undertaken pursuant to any Federal program Involving such grant, contract,
loan, insurance or guarantee, the following equal opportunity clause:
"DURING THE PERFORMANCE OF THIS CONTRACT, lliE CONTRACTOR
AGREES AS FOllOWS:"
(a) The contractor will not discriminate agalnat any emplovee or
applicant for employment becouso of race, color, reUglon, aox, or nstionel
origin. The contrector will taka affirmative action 10 eneure thet applicants
aro omployed and that employees aro troated during employment without
regard 10 tholr race, color, religion, seK or national origin. Such action ahall
include, but not be IImltod to the following: employment, upgredlng,
demotion or tronafer: recruitment or recruitment advertising; leyoHs or
termination; ratos 0' payor olher forms 01 compensation and selection tor
training, Including apprenticeship. Tho contrector 8greoa to poat In
conaplcuoue placos, avallablo to employeea Ind appllcanla for employ.
mont, nolicoa to be provldad by the Agency leUlng forth the provisions of
thle nondlacrlmlnatlon oleuse.
(b) The contractor will, In all aollcltatlons or advertlse":"nts for
omployees placed by or on behalf 01 tho contraotor. atale that all qualified
epplloanta will receive conalderlltlon for employment without regard to r8CO,
oolor, rollglon. aeK or national origin.
(c) The contractor will aond to each labor union or reprosonletlve or
workers with which he haa a coUacllv. bargslnlng agreemont or othor
oontrllot or underatandlng. a nolloa to be provided by the Agoncy advising
tho laid labor union or workers' reprelenlatlvo of the contraotor'a
commitment. undor Ihle aootlon t 1-2 Ind ahall poet caple. or tho notice In
conlplcuoua place. avallablo to employee. and appllclntl for employment,
(d) The contractor will comply with all provlllon.. of EKocutlve Order
112.40 of Sopt8mbftr 2.4, t985 and of the rules, ragulatlonl and rolevanl
ordera or the Secrelary of Labor.
(e) The contractor will furnlah all Information and report I required by
Execullve Ordar 112046 of Soptember 204, 1965 and by the rule a and
regulatl"nl and order. of the Secretary of Labor. or pUrluant thereto and
will pormlt 8coelll to his booka, rocorda and accountl by the Federal
Highway Admlnl.traUon and the Secretary of Labor for purpoIII of
InveaUgallon 10 .lotu1eln oompllance with luch rule., ragullllonl and
ordoll.
(I) In tha event a. Ihe oo"lractor'l noncompllanoe with thl
nondllorlmlnaUon clau.e. of thl. oontract or with any of luch rule.,
regulatlonl or order., thll contracl may be canceled. lermlnatftd or
IUlpanded In whole or In pari and the oontraolor may be dacllred Inellglbll
for further Government contraoll or Federally ...I.ted conltrucllon oon.
Iraotlln aooordance with procedural authorized In EKeoutlve Ord.r 112.48
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of Soplambor 24. 1965 and such other sanctions may be ImpoDed Bnd
remedies invoked 88 provided in Executive Order 11246 of September 24.
1965 or by rule, regulation or order of the Secretary of Labor. or 88
otherwise provided by law.
(0) ThEl contractor will Include the provisions 01 this section 11-2 In
every subcontract or purchase order unless exempled by rules, regulations
or orders of tho Secretary of Labor issued pursuant 10 Section 204 of
Executive Order 11246 of September 24. 1965 so that such provisions will
be binding upon each subcontractor or vondor. The contractor will take
such action with respect to any subcontract or purchase order 88 the
Agency. WA Dept. 01 Transportation or Foderal Highway Admlnlslration may
direct as a meane of enforcing such provisions inCluding sanctions for
noncompliance: Provided, however, thet In Ihe evenl a conlraclor becomes
involved In, or Is threalened with litigation with a subcontractor, he may
request the United States to enter Into such litigation to protect the
interests of the Unlt6d Stales.
The Agency further agrees thai It wlll be bound by the above equal
opportunity clause with respect to its own employment practices whon it
participates In Federally assisted construction work: Provided, that If Ihe
applicant 80 partlclpaling Is a Slale or local governmenl, the above equal
opportunity clause Is not applicable to any agency. Inlltrumentallty or
subdivision of such government which does not participate in work on or
under the contract.
The Agency also agrees:
(1) To assist and cooperate actively with the State In obtaining the
compliance of contractors and subcontractors with the equal opportunity
clause and rules, regulations and relevant orders of the Secretary of Labor.
(2) To furnish the State such Information 8S It may require for Ihe
supervision 01 such compliance and that It will otherwise 8sslst the State in
tho discharge of Its primary responsibility for securing compliance.
(3) To refrain from entering Into any contract or contracl modification
subject to Executive Order, 11246 of September 24, 1965 with a conlraClor
debarred from, or who has not demonstrated eligibility ror, Government
contracts and Federally assiated conatructlon conlracts pursuant 10 the
Executive Order.
(4) To Clny out such a8ncllona and penalties for violation of tho equal
opporlunlty clauae .,. may be Impoaod upon contractors and
subcontractora by the State, Federal Highway Admlnla!ratlon or tho
Secretary of Labor pursuant to Pari II, subpart 0 at the Executive Order.
In addition, the Agency agreell that If II falls or refusos to comply wllh
those undertakings, the Stato may take any or all of the following acllons:
(0) Cancel, terminate or suspend this agroement In whole or In part:
(b) Refroln from extending any rurther assistance to the Agency under
()
Ihe program with roapect to which the failure or retusal occurred until
satiSfactory aaauranco at ruture compliance has been recei....ed from tho
Agency; and
(c) Refer the cllSe to the Department of Juallce ror appropriate legal
procaedlngs.
XII LIQUIDATED DAMAGES
The Agency hereby agrees that the liquidated damages provisions
of 23 CFR Part 830, Subpart C and Volume 6. Chapter 3. Secllon 1 of the
Federal-aid Highway Program Manual, as supplemented. relative to tho
smount of Federal participation In the project cost. shall be applicable in
the event the conlraclor rails to complete the contract within the contract
time. Failure to includo liquidated demages provision will not relieve tho
Agency from reduction of Federal participation In accordance with Ihis par-
agraph.
XIII TERMINATION FOR PUBUC CONVENIENCE
The Secretary, Washington Slate Department of Transportallon may
terminate the contract In whole, or from time to timo In part, whenever:
(I) The requisite Federal funding becomes unavailable through failure
of appropriation or otherwlae.
(2) The contractor Is prevented from proceeding with the work as a
direct result of on Exocutlve Order 01 the Prealdent with respect to the
prosecution of war or In the Interest 01 nallonal dtrienae; or an EX8cutlv19
Order of the President or GO'Jarnor or the State wllh respect to the
preservation or anergy retlources;
(3) The contractor Is prevented 'rom procoedlng with the work by
r8ason 01 . preliminary, special or permanent restraining order of a court of
competent lurlsdlctlon where tho Isauance of such order 18 primarily ceueed
by the acta or oml.slonli at peraona or agencies other than the conlractor;
or
(..) The Secrelary 'dotermlnes that cuch termination Is 10 the best
Inlorasts of lhe Stale.
XIV VENUE FOR CLAIMS AND/OR CAUSES OF ACTION
For the convenIence of the parties to this cOl\tract, It Is agreed Ihat
any clalmlll hnd/or causas of action which the Local Agency has against tho
State or WlIIhlngton, growing out of this conlrsct or the project with which II
Ie concerned, shan be broughl only In the Superior Court for Thurston
County.
ADDITIONAL PROVISIONS
DOT 14O.(l3O (A/a/llS) v'f 1'1'144
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FEU. AID NU: RS-wIDL/2)
TITLE: BEAVER VALLEy RJAD
DATE i^ECUTED:IL/02/d4
AGKEEIo1Ei\T NO: LA0201
SUPPLEMENT NO: 00
PkUJECT FuNO[:\IG STATUS
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..,CRK OROEA NO:
ESTI''.ATt:O COST
TrJTAL$:
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---'---'-,--
---'--'---
U~LIGArION DATE:
L 11 8'.
__1_-
1011l I
__1_-
04/dll
__1_-
013l1GAIEU CUST
rOTAL $:
OBLIGATEU FED i:
rurAL EXPEND $:
JO,OOO
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" C UI-1I'L r::TE 10:.;\': 005~ 005~ t oacn:
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AU DATE: IXXI AWARD DATE: AMOUNT:
__/XX/__ __1__1__ $___,___,___
PRIME CONrRACTUR:
1';'
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CONSULTANI AGREEMeNT: *......"..*...".*~"...**.."'*..**"'''''''<-*"**'''.**.*,,..
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I ClJNC,U~ wiTH IIlL IH:Vl:iI.O...NJ NOTED ON HilS lJUCUMl.:NT;
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FED. :. I 0 NO: R S- " 16 1 ( 2 )
TITL~: BEAVER VALLEY ROAD
AGP.EEMENT NCI: L.\CJ2'Jl
SUPPLEMErH NO: 00
DATF l'XECUTfD:I1/02/64
PROJECT
ST..TUS
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FUND I NG
1'.'1. EL 1M. ENGR.
R/Vi
CONS TRUC T [C:'J
"ORK UPDER :-<U:
SL0200
E S TI MA TE i) C OS T
TOTAL.:
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---'---'---
---'---'---
---.---,,---
FED. f,:
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___.. ___ f ___
If,6 .020
---' --- ,,---.
---'---'---
OBLlGATlmJ DATl::
02/89
ILl..! t1.7-
04/ BeJ
C!.1!.I'a'2
11184
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08 L IGATlf8TieSI:
OllL IGAT ED FED 'h:
COTAL EXPI'ND t,:
30.000
24. '10:1
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PR,OJ EeT IJEvELGPEt'lEN T S TA rus *"*~'**"',"***~*ol****"*****"*~'*****"***** ****"
PROJECT II::> A1~D .\\o{(,!((): STATE AD AND AWARO
ENVIRONMENTAL CATEGORY: ;> CA STATUS: NO
'i
EN V III,UN . DE 51GII PSf. E t>./W C O:'-lS T RUC T lor,
~: COMPL ETE' 100(, OD5.~ 0)5*, ;~ OOO'~
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caMpLET JON [) AT f.': I OUfj" 0'd09 02/8'1 011A9
_._1 __ 1.a.lllZ (1.'1..1 fi'If 022.. I 2'.8' eell!'i'
CONTRACT STATUS ***........*.***......**.**.*****.***..*.*..***.**........
AD OATE: IXXI AN AfU) IJATE: M~(JtJNT I
__IXX/__ __1__1__ L___.___.___
HOIl.KING flAYS PRIME CO'ITRACro;.'I
REMA I NI NG I
DElE GOAL:
cn:,SULTANT AGREEMENT:
DE S[(.N I
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***.*.***.**..***.......**........****..........
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AMOUNT:
$--, --- . --- . ___I
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CON S TR :
l\:o1UlJr~ T I
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I CONCuR wiTH TIlE ReVISIONS NOTEll eN THIS cnCUMFNT:
,.," / c;I. ~ /)-.:./ /
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Fe:.D. ,,\ID NU: RS-I't!()1{2)
TITL!:: BEAV[f\ VALLEY RCfoi,i
DArE EXECUTEO:II/02/34
AGR[~MENT NO: LA0201
SUPPLEMENT NU: 00
P:{UJ EC T FUND I NG ST A TU S f"t*#* -<:(****:(11 *f,c:(C *~ :'i**":O~_* 7',:* * *** ('* *:;.:**t,c:~*:lo":*);':~*t,l J:;P.'l: *****
1iCR.K i.JfJ.i..H:~ riJ:
Pi',[L I'~. ENGR.
SL0200
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ClY~S fRUC r I ON
EST IelATEJ CUST
TOTAL $:
2UJ,OOO
10,0 OJ
---'---'---
---'---'---
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FED. f,:
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---'---'---
166,020
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---'---'---
UBLIGATION DAT~:
11/'3',
__,_-
02/8'1
__,_-
'J4/H'1
__,_-
UI3LI::;ATED CUST
TOTAL ~.:
G8LI~AT[0 FLU ~:
TOTAL E:XPENi) P
30,rJQQ
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PROJECT AD AND AWARD: SlATE: AU AND AW^~O
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CA STATuS: NU
f:NV I:,ilH. u[SIGN P SCI: H/w COrl" Tt-.UC T I UN
./; (.iJMPLETl: 10J~ uO'; t :J;,)5~: 00,) r.
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CUi<1 f'L[ T lOti [)/\ rL: 1 02/nc; 04/89 02./ dl~ 07 IB '.I
-,./_- -_/_- __1_- __,_- __I __
CGNTHACT STATUS ****o*.*~*~~.***'~*~o*o~*q**o*****.~*.~*~*~*o****~~~o*$('*
AI) !Jr.TE: IXXI ",Ir.HI) l),\H: 1,;,wurH:
__/XX/__ __,__,__ L___,___,___
W....~KING DAYS
Hl:;."IATNING:
,'f( \1<11' curHIlAC TUll:
UIH, GOAL:
IdlE: I:'UA I. :
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CUNS TIl:
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\ CONC~.l\)~/H THe f:J"Y);ION~ NOlCD UN THIS DIJCU1~t:Nr;
,--'04~~tf~---------Tn#'f'{1'~"'7-..L!Z4!C.-- S I 600000 3 t
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DISTRICT 3
{}
,
AGENCYI JEffERSON CO.
*....***...*..............***..............
. .
* FEOERAL AID PROJECT STATUS REPORT ·
* .
...................*..................*....
fED. AID NO: RS-Wlbl(2J
AGREEMENT NO: LAOlOl SUPPLEMENT NO: 00
TITLEI BEAVER VALLEY ROAD
DATE EXECUTEDII1/02/84
PROJECT FUNDING STATUS **...............................................
R/W
CONSTRUCTION
PRELIM.ENGR.
SL0200
WORK ORDER NO:
ESTIMATED COST
TOTAL $:
200.000
10.000
--,-.-
8,301
_f_'_
-'-'-
-,---
166.020
--,-.-
fED. $:
_'_IP_
OBLIGATION DATE:
11/84
_,-
10/87
_,-
04/88
_1-
OBLIGATED COST
TOTAL $:
OBLIGATED fED $:
ruTAL EXPEND $:
30,000
24,903
.
.
.
PROJECT DEVELOPEMENT ST~e~~..............*......*...................
PROJECT AD AND AWARDI - AD AND AWARD
ENVIRONMENTAL CATEGORVI 2 CA STAWSI sP~~
ENVIRON. DESIGN PS&E R/W CONSTRUCTION
:c COMPLETE 1001: 0051 005:1: :c 000:1:
ESTIMATED _:c _:I __:c _:c _:I
COMPLETION DA TE: I 10/87 04/88 02188 00/88
_1- _,- _,- _1- _,-
CONTRACT STATUS .........................................................
AD DATEI IXXI AWARD DATE: AMOUNT:
o _/XX/__ _1_'- .-.-,-
PRIME CONTRACTURI
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DBE GOALI WBE GOALI
CONSULTANT AGREEMENTI ...............................................
DESIGN: A"8UNJI
AM UN I
.-.-.-..-
R/WI
AMOUNTI
AMOUNT I
*-.-.--.-
CONSTRI
AMOUNT I
AHOUNfI
s_.__._._
.
NOTED ON THIS DOCUMENT'
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DISTRICT 3
AGENCY: JEFfERSON CO.
...........................................
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· FEDERAL AID PROJECT STATUS REPORT .
. .
...........................................
FED. AID NO: RS-W161(2)
AG~EEHENT NO: LA0201 SUPPLEMENT NO: 00
TITLE: BEAVER VALLEY ROAD
DATE EXEr.UTED:II/02/84
PROJECT fUNDING S~ATUS .................................................
WORK ORDER NO:
.ESTIMATED COST
, TOTAL $:
PRELIM.ENGR.
SL0200
CONSTRUCTION
RIW
10.000
---.-
200.000
-.--.-
-.---.:.-
FEO. $:
8.301
166.020
-,-.-
-'-.-
_'_V_
OBLIGATION DATE:
1l/81t
_1-
02189
_1-
04/89
_1-
OBLIG^TED COST
TOTAL $:
OBLIGATED FED $:
TOTAL EXPEND ,:
30.000
2".903
.
.
PROJECT OEVELOPEMENT STATUS ............................................
PROJECT AD AND AWARD: STATE AD AND AWARD
ENVIRONMENTAL CATEGORY: 2
CA STATUS: NO
ENVIRON. DESIGN PS&E R/W CONSTRUCTION
: COMPLETE lOO~ ~I 005~ :( OOO~
ES TI MA T ED -~ _Z _:I: __:I:
COMPLETION DATe:: I 02/89 04/89 02189 07189
_1- -'- _1_- --'- -'-
CUNTRACT STATUS .........................................................
AD OA Tf: IXXI AWARD OA TE: AMOUNT: _
__IXX/__ _1_1__ ,_,___,__
WORKING DAYS PRIME CONTRACTOR:
REMAINING:
OBe GOAL:
CONSUlTANT AGREEMENT:
OESIGN:
WBE GOAL:
R/w:
...............................................
AMOUNT:
AMOUNTr
'-.-.-.--
AMOUNT:
AMOUNT:
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,CONSTR:
AMOUNT:
AMOUNT:
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STATE AD & AWARD
METHOD A
METHOD B
, INSTRUCTION METHOD OF FINANCIN(
LA 0201
(Check Method Selected)
~
Advance Payment. Agency Share 01 Total Construction Cas. (Baaed on Contract Award). . . . . . . . . . . (
Withhold From Gas Tax the Agency's Share of Tolal Construction Cosl (line 0., col. 2)
In the amount of $ at It: per month for _ months...........(
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C _ Agency Coal Incurred with Partial Reimbursement.........................................(
The Local Agency further atipulates that pursuant to said Title 23, regulations and policies and procedures, end ss a
condition to psyment of the Federal funds obligated, it accepts and will comply with the applicable provisions set forth
below, Adopted by official action on October 8. 1984 ,19_. Resolution/Ordinance No, ,
AGE~
By: )
CHAIRMAN, County CommI..lon.,./Meyar
I SCOPE OF WORK
The Agency shall provide all the work, labor, m,terials 8l1'rl services
necessary to perform the project which is described and set forth in detail
In the "Project Description" and "Type of Work."
When the Slate 8cla for and on behalf of tho Agoncy. the Slato shall
be deemed In agent of the Agency and ehall perf aIm the services
desclibed and Indicated In "Type of Work" on the lace of this agreement, In
accordanca with plana and specificatlona as proposed by the Agency and
approved by the Stote and Federal Highway Administration.
When the State acta lor the Agency but not subject to tho right 01
control by the Agoocy, the State Ihal: have tho right to perform the work
subject to the ordinary procedurea of the Stale and Fedoral Highway
Administration.
1/ DELEGATION OF AUTHORITY
The SI81e Is acting to fulfill the reaponalbllUle8 to tho Fedoral
Government by the administration 01 this ploject. The Agoncy agroes that
the State ahall have the full authority 10 carry Ollt this administration. The
Slate ahall review. rroceaa and approve documents roqulred for Fedoral'
aid relmburaement In accordance with Federal requirements. If the Stale
advertlaea and awards the contract, the State will furthor act for Iho
Agency In all mIlle" concerning the project. as requested by the Agency. If
the Locll Agency advertise' and awarda the project Ihe Stete shall review
Ihe work to Inlure conformity with the approved pllna and specifications.
III PROJECT ADMINISTRATION
Certlln typea of work and a.rvlces ahall be provided by tho Stato on
'hi I projoct II requeated by the Agency and deacribod In the "Typo of
Work" above. In addlllon, the Stlte will turnllh qUIUtlftd peraonnol 'or tho
aupervlllon Ind Inapection u' the work In progre... On local agency
Idvertlled and aWlrded prolecla, Ihe ,upervlllon and Inlpocllan ahlll bo
IImUed to .nlurlng all work II In conlormance with approved plan I,
apeclflclUonl end Fedaral.ald requirement I. The ..I.ry of auch engineer
or other lupervllor and all other a.larll. Ind cOltllncurred by Slato fOlcel
upon the project will be conlldered I COlt thlrlof. All cOltl related 10 thl'
projlct Incurred by employe.a 01 the 8tltl In the cUltomary mlnner on
highway payrolll Ind vouche" Ihall be charged al coat' 01 the project.
IV AVAILABILITY OF RI!CORDS
All project record I In lupport 01 all COlt' Incurred Ind actual
e.ll.plndlturll kept by thl Aglncy, Irl fa be mllntalnld In accordance wllh
procldurl' prelcrlbld by the Dlvlllon of Munlclpll Corporation I of thl
Btlte Audllor', Olflc" the U.S. Department of Tran,porlallon and
Waahlngton Department of Trlnlportltlon. Thl recordl ahall be open to
InapecUon by the SI.'e and Faderl' Oovarnment It IU rea.onlble tlmee
and Ihall be retllned and made IVlllable for luch Inlpeclion 'or I period at
not lelllhln three yelr. 'rom 'he Ilna' payment of Iny Federll.ald fundi to
the Agency. Coplel of laid recorda ahlll be furnlahad 10 the 8tall and/or
Fed.,a' Oovernmlnt upon raqualt.
DOT t,",.oM "'/1/'" ok A.9..
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By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
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Oat. Executed
PROVISIONS
V COMPLIANCE WITH PROVISIONS
\
Tho Agency ahan not Incur any Federal.ald participation COstl on any
claasltlcatlon at work on this project until authorized In writing by the State
tor each clasalflcatlon. The claaalflcatlons of work for plojecls Ire:
1. Preliminary Engineering up to snd InCluding approval
2. Preparation of Plllna, Specifications, and Estlmate8
3. Rlght.of.Way Acqulaltlon
4. Project Construction
In the evenl that Rlght.a'.Way acquisition for. or actual construction 0'
Ihe road tor which Preliminary Engineering is undertaken la not at.,r'~d ~y
the eloalng of the fifth rlaeal year following Ihe fiacal yoar in which the
aoreemont la 8.ll.Bcuted, tho Agency will repay to the Stote the sum or aums
of Federal funds paid to the Agency under the torms 0' thla agreemenl.
(See Soctlon VII!.)
The Agoncy 80lees that all al8ges 0' construction necessary to
provide tho Initially planned complate 'aclllty. within the IImlta 0' this
project, will con'orm to at I.aat the minimum values ael by approved
AASHTO dealgn atandards applicable to this cla.s 01 highways, even
though auch additional work II flnancod without Federal.ald participation.
The Agoncy agreas Ihat on Federal'lld hlghwlY construction proJectl
Ihe current Fedoral'lld raQulatlons which apply to liquidated damages
rellllvo to the basla 01 Faderl' partlclpallon In tho project coat ahall be
applicable In the event tho contractor t.u. to completa the contract within
the contract tlma.
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VI PAYMENT AND PARYIAL REIMBURSEMENT
The tolal coat 01 the proJact. Including aU revlow and engineering coal.
and other e.ll.penaee of tho Stlte, la to be paid by the Agency and by the
Federal Government. Fed.,el'undlno ahall be In accord with thl Burflce
Tr.n.porlallon AI.lltance Act t970, Title 23, Unltod 8tl'" Coda, a.
amonded, and O"lcI of Mlnlgemlnt and Budgat Clrcullr A.102. The Stlte
,hili not be ultimately re.ponalble for any of the coete 01 the project. The
Agency ehlll be ultimately relponllble for III Calla I..oclated with thl
project which IIr. not rllmbur.ed by the Fadlral Government. Nothing In
thll agreamlnl ,hili be conltrued II a promlll by the State .. to thl
amount or nlturl of Federal participation In Ihll project.
I, p,.Umlna'll !ngln..~ng, RighI al W.y Acqul.lllan .nd Audit
Ca,'"
The Agancy will PlY lor Agencv Incurrld cOlta on the prolect.
Following .uch paymlnl., vouchlrl 'hall bl lubmltted to thl 8tatl In the
'ormlf pr..crlbed bV the 8tlll, In quadrupllcat., nOl more Ihln one per
month, Thl Stltl will relmburlllhe Aoency up to the amounl Ihown on the
'Ice 0' Ihll Igrelment for thOle cOltl ellglbla for Fedlral partlclpallon to
the Ixllnt thlt luoh COltl ara dlrlcfly attributable Ind properly IlIonable to
thll proJlct. Expendlturea by Uti Local Aoeney for the eltlbll.hment,
malntenlncl, ganeralldmlnlltratlon, IUP'NI.lon, .nd othlr ovlrh.ad Ihlll
not b. .lIglbl. to<' Pod.,., p.~lclp.'lon,
Th. SII'. will poy to<' SII" Incu".d eo.t. on 'h. prolaet, Pollowlng
payment, thl 8tlle Ihan bllllhe 'edlral Oovetnm.nt lor relmbur.ement or
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thole coata eligible for Federal partlclpaUon to tho extent that 8uch costa
are directly att,ibutllble and properly allocable to this project. The State
shan bill the Agency for that portion of State coata which were not
reimbursed by the Federal Government. (588 Section VIII.)
2. Protect ConatrucUon eoa..
Pro;ect construction financing will be accomplished by one of the three
methode 8a Indicated In thi. agreement.
METHOD "A":
The Agency will place with the Stale, within twenty (20) days
after the execution at the construction contract an advance in the
amount of the Agency'. ahar. of the total construction coat baaed on
the contract award. The State will notify the Agency of the exact
amount to be deposited with the S'at8. The State will pay all coste
Incurred under the contract upon preaentatlon of progress billings from
the contractor. Following auch payments, the State will submit a billing
to Ihe Federal Government for the Federel-aid participation share of
the C08t. When the project la aubalantlally completed snd final aclual
coata of the project cen be determinod the Stale will present Ihe
Agency with a final billing showing the amount due the State or the
amount duelha Agency. this billing will bo cleared by either a payment
from the Agency to the State or by a refund from Ihe State to the
Agency.
METHOD "B":
The Agency's ahere of the total construction coat aa shown on
the face 0' Ihls agre.ment ehall be withhold from Ita monthly fuol tex
allotments. Th. face of thla agreement eatabllshea tho month a In
which the withholding shan take place and the exact amount to be
withheld each month. The ellllent of withholding will be confirmed by
lettor from lhe Stste at the time of contract award. Upon receipt of
progrelS bllllng8 from the conlractor, Ihe State will submit 8uch
bllllnga to the Federal Government for payment at ita participallng
portion of ouch billings.
METHOD "C":
The Agoncy may 8ubmlt voucher. to Ihe State In the format
prelcrlbed by the State, In quadrupllcale, not more than onca per
month for thOGe coata eligible for Feder.l participation to the exlent
Ihat euch cOlta are dlroctly attributable and properly allocable to this
project. Expendltur.a by the Local Agency lor the establlahment,
maintenance, general admlnllltraUon, supervision, and olhor overhead
shall nol be eligible for Fedoral participation.
The State will relmburae the Agenoy for the Foderal sharo of
eligible project coot a up to the Imount shown on the faoe at this
agreement. At the lime 01 audit, the Agency will provide documentation
of' all coati Incurred on the projeot.
The Stale ahlll bill the Agency for III coata Incurred by lhe Stale
rllllallve to 'he proJlct. Thl Stale ahlll alia bill the Agency for Ihe Federal
'unda paid by the Stlte to thl Agency for project COlt I which are
lub..quently dlt.rmlned to bl Ineligible for Flderal participation (S.e
Slcllon VIII),
VII AUDIT OF FI!DI!RAL AID PROJECT
Tho Aglnoy, If ..rvlc.. a. a Conflullant are required, "hili be
,.apon.lble for audit of thl Cantult.nl', recorda 10 determine eligible
Federll.ald cOition the prolect, The report 01 ..Id ludlt ahlll be In th.
Ageney'l lIl.a and mlde Ivallable to thl State and the Flderal Gov.rn.
ment.
An audll ahall be conducted In Iccordanoe wllh O"lce of Managen,.nt
and Budgat Clrcullr A.102, AUlchm.nt p,
II upon ludlt It I. 'ound that In overpayment, or participation or Fedlral
manay in IneUglbl"leml o. co.t, h.. oacurred, thl Agency ,hall rtlmbur.e
::a:~:::ev':)the amount olluch overpaymant or e.oe.. participation. (Sa.
VIII PAYMENT M BILLING
Th. Ao.ncy 10'.11 thltll Ply...nt 01 .".no.mlnllo, p.ym.nl ol.ny
01 .hl Bt.,.,. hllllno ,.I.tlvl to thl p,ol.cl (.,0, BI.t. lo,c. work, P'OJ.CI
clnclllllon, overpayment, aoallnlliglble 'Ot ,.derll plrtlalpallon, Ita.) la
not mId. 10 thl B'.'. within 48 d.YI .11., Ih. AOOftcy h.. b..n blllad, .h.
BI.'" Ih.II InIC' '.Imbo,._nt cf 'h. '.'.1 ,um duo I,om Ih. ,.oul.'
monlhly 'uII'.. .IIollnlllt. to 'h. Ao.noy from th. MOIOl V.hlcl. Fund, No
.ddlllon.1 Fod.,.1 ...OIlOt lundlno will be .pprovad until lull p.y....nt I'
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received unlesa otherwise directed by the Stlte Aid Engineer.
IX TRAFFIC CONTROL, SIGNING. MARKING, " ROADWAY MAIN-
TENANCE
The Agency will not permit any chenges to be made In the provisions
for parking regulatlona and tratlic control on this project without prior
approval of the State and Federal HIghway Adminiatration. The Agency will
not install or permit to be installed any algns. algnala or markinga not In
conformance with the atandarda approved by the Federal Highway
Admlnlatratlon snd MUTCD. The Agency will, at ita own expense, maintain
the improvoment covered by this agreement.
X INDEMNITY
The Agency shall hold the Federal Government and the Sta1. harmle...
from and ahall procea. and defend at It. own expenae, all claims, demanda,
or aulls whether at law or equity brought agalnat the Agency, Slate or
Federal Governmont, Irlalng from the Agenc'i's execution, performance, or
failure to porform any of the provlslona 01 thle agreemenl, or of any other
agreoment or contract connected with thla agreement, or arlalng by reaaon
of the participation of the State or Federal Government In the project,
PROVIDED, nothing herein ahan require the Agency to relmburae the Stale
or the Foderal Government for damages arising out of bodUy Injury to
peraona or damage to property caused by or resulllng from the 80le
negligence 0' the Federal Government or the State.
No liability ehall a<<ach to the State or Federal Government except .a
expreasly provided heroin.
XI NONDISCRIMINAnON PROVISION
The Agency hereby agree8 that It will Incorporale or caua. to be
Incorporated Into any contract 'or conatructlon work, or modification
thereol, aa defined In the rulaa and regulationa of the Secretary of Labor at
41 CFR Chapter 80, which I. paid for In whola or In part with funda obtained
Irom the Federal Government or borrowed on the credll 0' the Federal
Governmenl purauant to a grant, contract, roan, Insurance or ge:":lanteo or
undertaken pursuant to any Federal program InvolvlnJ auch grail'. contract,
loan, Insurance or auarant.e, the following equal opportunity clauae:
"DURING THE PERFORMANCE OF THIS CONTRACT, T1iE CONmACTOR
AGREES AS FOllOWS:"
Ca) The contractor will not dllcrlmlnat. agalnat any employe. or
applicant lor employment because of iaco, color, religion, aex, or naUonal
origin. The conlractor will take .."lrmaUve action to enaure that appllcanta
are employod and that employ..a are treated during employment wlthoul
regard to their raae, color, reUglon, aox or national origin. Such acllon ahell
include, but not bl limited to the 'allOWing: employment, upgrading,
demotion or tranefer; recruitment or recruitment advorlllllna; lavotfa or
lermlnatlon: ralel of payor other forma 01 compen.atlon and ..Iectlon for
trllnlng, InCluding apprentiaeahlp. The contractor agr.ea to po.t In
conspicuous placea, avanable to employ.es and applicant. for employ-
ment, nollaae to b. provided by thl Aglncy aattlng forth the provl.lon. of
thla nondl.crlmlnatlon claule,
(b) The contraator will, In all 10Ueltallona or edvertlaementa for
employee. pllcld by or on behall 0' the con'rlctor, atate Ihat IU qualified
applicants will reaelve conalderatlon for employment wlthou' regard 10 raco,
color, religion, sex or national origin.
(e) Th. contractor will aend to eaoh labor union or repre.entaUva 01
workera with whlah hi ha. a collectlve bargaining agreemenl or other
contract or under.tandlng, I notla. to be provided by the Aglncy Idvlalng
tho .ald labor union or workera' raprelentaUve 0' the aontrlclor'.
commltmlnta under thle ..ctlon 11,2 Ind .han poa' caple. of the notice In
conlplcuoua plao.a avalllble to employeea and appllcanta for emptoyment,
(d) Thl conlrlctor will comply wllh an provlalon. of Exeoullve Ordlr
11248 of Slptlmber 24, 10815 Ind 0' the rull.. rlgulatlan. and relevant
ordl,. of thl Searlllry of Labor,
(e) Th. contrlclor will furnllh IUlnformlllOft and r.portl required by
Execullve Order 11248 0' Septamber 24, ,oel5 and by the rule. and
regul.tlon. and order. of the Secrllary of Labor, or pureuant thlralo and
will permit aooe.. 10 hll book., recorda and Iccounl. bY' the Federa'
Hlghw.y Admlnllt,.lIon .nd th. S.c,.t.,y 01 I,.bo, tor pu,po... of
Inv.allaaUon to .'olrtaln eomplllnoe with luch rul.., regulltlon. Ind
orderl.
(I) In .h. .v.n' 01 'h. ocn".o,o,'. noncompll.no. wllh th.
nondllorlmlnlUon olauI.. 0' thll contracl or with any 0' .uch rul.a,
r_aulltlon. or ord.r., Ihll conlrlcl mlY be clne.'ed, termlnl'ld or
.uI~nd.d In whol. Olin p." .nd thl con',.cIOl m.y be dacl.,od Inlllolbl.
101 lullhll Govlln_' oont,.c,. 01 '_.11\1 ...llIad oon.'ruotlon OOft'
I,.cll In .0cOIdenc. wlth ...00....... .utholl.ad In I...,utiv. 0rdII 11148
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of september 24, 1985 and luch other unctlone maY' be ImpeDed and
rernedJ..lnvoked.. provided In Executive Order 112118 of September 24,
1986 or by rul.. regulation or order of the Secretary a. Labor, or .a
otherwise provided by Ilw.
(g) The contractor will Include the provlllons of thie aectlon 11.2 In
every lubconlract or putch... order unl... exempted by rule., regulatlona
or ordera of the Secretary of Labor I..ued pursuant to Section 204 of
Executive Order 11248 o. september 24. 1985 10 that luch provillon. will
be blndJng upon ..ch subcontractor or vendor. The contractor will 'ake
luch action with r.apec. to any lubcontract or purchase order a. the
Agency. WA Dept. of Tran.portltlon or Fede'al Highway Administration may
direct a. a means d. enforcing auch provisions Including ..netlon8 for
noncompliance: Provided. however. that In the event a contractor become.
involved In, or Ja threatened with litigation with a .ubcontractor, he may
requelt the United Stat.. to enter Into such lIt1gallon to proll3ct tha
Intere.ta of the United Stat8l.
The Agency further agr... that It will be bound by tha cbove equal
opportunity claule with re.J*:t to Ita own employmrant practice. when It
participate. In Federally ..II.ted conltructlon work: Provided. that If the
applicant 10 participating Ie a State or local government, the above equal
opportunity clau.. i. not applicable to any agency, Instrument.llty or
DubdivlaJon of auch governmont whk:h doe. nol participate In work on or
under the contract.
The Agency .1.0 .gr....:
(1) To ...llt and cooperate acU..,ely with th6 State In obtaining the
compliance at contractorl and aubcontractora with the equal opportunity
CIIUM and rul.., regulallons and relevant orcktrl of the &Jcretary of Labor.
(2) To fumllh th. 8tate such information aa It may require for the
aupervlaJon at auch compliance and that It will otherwlae a..lat the Stata In
the dlecharga of It. primary r.apon.lbllIty for .ecurlng compliance.
(3) To ref,aln from entering Into any contract Of' contrlct modification
aubject to ex.cutlve Ordflr. 1'248 of September 24, '985 with I contractor
cNbarred from, or who ha. not demon.trated eUglblllty for, Govlrnment
contracte and F~ally aaalated conatructlon contracta pUrJuant to the
EXKutlv_ Order,
(4) To Clrry out luch unction. and penallloB for vlolallon of the equII
opportunity cllu.e al mlY be Impaled upon contractor. Ind
lubcontrlctor. by the 8ta'e, Federal Highway Admlnl.traUon or the
Secret.ry of Labor purauant to Part U, lubpart D of thl Executive Ordar.
In addition, thl Agency agr..a that If It fan. or retua.1 to comply wllh
th... undertaking., thl Statl may take any or all of the following IIctlonl:
(a) Canc.I, termlna'e or au.~nd thl. agrMment In whole or In plrt:
(b) Re"aln 'rom extending anY' further .a.l.tance 10 the AgenoY' under
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the program with ".peet to which the faUur. or "fueal occurred until
1I11I.ractory ...uranee of future compliance ha. be.n r.celv.d from the
Agency; and
(c) Ret.r the ca.. to thl Department of JUltice for appropriate legal
proc.edlng..
XII LIQUIDATED DAMAGES
The Agancy hereby Igrear. that the Iiquldat.d dlmagel provl.lona
ot 23 CFR Part 830. Subplrt C and Volume 6, Chlpter 3. Section 1 of the
Fed.ral.ald Highway Program M.nual. a. supplemented. relative to the
Imount 01 Fed.ral participation in the project coat, shall be applicablo In
the Ivent the contractor flna to complete the conlract within the contract
time. Fanure 10 Include IIquldalod damagea. provlalon will not relieve the
Agency from reduction of Federal plrtlclpmtlon In Iccordance with thle par-
.graph.
XIII TERMINATION FOR PUBLIC CONVENIENCE
The Secretary. Wa.hlngton Stat. Department of Tranaportallon may
terminate the contract In whole. or from tlma to time In part, whenevar:
(1) The requlllte Fedora. funding baca;m.a unavailable through failure
at appropriation or otherwl...
(2) The conlr.ctor i. provent.d from proceeding with the work a. .
direct relult of an Executive Order of the Prelldent with reapect to the
prollcutlon of war or In the Interllt of natlonll dlren.e; or an Executive
Order of the ~re.ldent Or Governor of the Stl'. with "ap.ct to the
pr.lIetvallon of energy "lOurc.a;
(3) The contractor II prevent" Irom proceeding with the work by
re.lon of . preUmlnlry, apeclal,~ oarmanent re.trllnlng order of a court or
competent Jurlldlctlon wher. the I~'uanc. of luch ordor II prlmarll~ c.ueed
bY' the Icta or oml.alone of peraon. or agencle. othlr thIn thl contractor:
or
(4) The Secret.ry "d.t_mln.. that .uch termlnlllon I. In lho belt
Inter..t. or the State.
"
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XIV VENUE FOR CLAIMS AND/OR CAUSES OF ACTION
For tho convenience of thtf Plrll.. to lhla contracl, ilia Igreed that
any clalml and/or cau... of action which the LocII AgoneY' ha. 10aln.1 the
State 01 Wllhlnglon, growing out of thl. contract or the project with whloh It
I. concerned, .ha" be brought only In the Superior Court for Thullton
County,
ADDITIONAL PROVISIONS
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uEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORIZATION
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PROuECT NAME &='At/.,e/2 U;tt..!',<li?D, /I1,/'.?:5"O - 747 PROJECT
AREA
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AREA CODE: ~ "t:) 5"
NO:[ill .QJi9g19
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TYPE OF WORK lAUD",.}, I"5-;2/Jl>C',. 7))219/;.),. 5u.aF,u:E.
BREAKDOWN OF WORK ITEMS:
R6~.G
,
COST ESTIMATE:
~ 71>0. 00
TOTAL:
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SUBMITTED /t!' h
BY: 4~ ~~---
19R~
APPROVED: ~
BY: ~
DIRECTOR OF PUBLIC WORKS
198~
ROUTE TO: INITIAL ~CCOUNT1NG ~
0 ~ASSISTANT DIRECTOR ~
", 0 ROAD SUPERINTENDENT 0 BOARD OF COUNTY
~ Cflto'MlSSIONERS
~CONSTRUCTION ENGINEER -
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AGENCY
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'. ]"...D.O.T. UK ONLY
Am!NCY NAIll! a IlLLlNO ADD." PI!D!fIAL AID PfIIOJI!CT NUMBI!R
Jefferson County WASHINGTON STATE RS-I'Ilfil (2)
Dept. of Public Works DEPARTMENT OF TRANSPORTATION AQRHII!NT HUMBER
Courthouse CITY ICOUNTY AGREEMENT
Port Townsend, WA 98368 ~ 0201
The Local Agency having complied. or hereby agreeing to comply, with the terms end conditions aet lorth in (1) Title 23,
U,S, Code Highwaye, (2) the regulations issued pursuant thereto, (3) Office 01 Management end Budget Circular A-102, (4)
the policies and procedures promulgated by the VJu:;hington State Department 01 Transportation and. (5) the Federal.aid
Project Agreement entered Into between the State end Federel Government, relative to the above project, the Washington
State Depertment 01 Transportstion will authorize the Locel Agency to proceed on tho project by a separate notlllcatlon,
Federal lunds which are to be obligated lor the project may not exceed tho amount shown herein on line P.. column (3)
without wrlllen authority by the State, sUbject to the approval 01 the Federal Hlghwey Admlnlstretor. All project coots not
reimbursed by the Federal Government shall be the responsibility 01 the Locel Agency,
PROJECT DESCRIPTION
Name
BEAVER VALLEY ROAD
Length
0.97
M,P. 6.50 to M.P. 7.47
Termini
Description of' Work
Widen road to 38 feet with improved base and
surface with asphalt concrete. Improve align-
ment and drainage.
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3)
eaUmated Total estimated eatimated
Project Fundi Agency Fundi Federal Fund.
P.E. 0, Agency Work ................. ., ,?~,.QOP"." .. M;!,7. , .. .. 24 ,P,7.3..
b, Stalo Sorvlcoa ................ . . . .1,.OOP, . , , . ", . 17,Q ... .. , " . a,ao ..
c, Othor .........,....,....... "'30','000"" , .. '5097 " . . "24 ~9U3"
d, Tolll Prollm, Eng, Coal Elllma'a
Right-of-Way s, Agonoy Work, . . , . . . , , . , ....,.",...,.. ,.........' ............
f, Slalo Sarvicla ...,............ ..........,..,. .........,. ............
g,O'hor ..................,... ...".."...,.. .,....,.... ...........,
h, To'ol R/W Coot E.llmo'l
Construction I, Conlraol , . , , , , . , . . . , . , . ............... ........... ............
Englnaarlng {I, Aganoy Forcl, , , ....,..,....... ........... ............
_lib k, 81ala Forcl, , , . ...........,... ....,..,... ..,.........
I, Audll .................... ............. ..,. ...... ...........
m,Olhar ................... ...,......... .... ...... ...........
n,Olhlr ......... .......... ..... ........ .... ...... ..... ......
:: ~~:lf~~~~C~'~~,~~;k E~~"t~
PRC IJECT
W,S,D,O, T, USE ONLY
Work Ordor Accounting Plsn
p,.. D..1 c,s.
:"~::"b'l.
~"'AP
a:'"
Dill
~AP AMOUNT AUTH, CODE
" , ................ ..
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...., ......",.. " , ..
....,......,... .,..,
.,..,........,.. ....
............... ......
" . .,.......,.... ..,
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, .. .. ...., .. , ,....
" . .,.. ..,..., " ..,.,
, .. " , ,...., .. . ....
Tho Fodorl"lld plrtlalplUon rote In thl, proloc' will bo do,"rml..d by Iho Fodor.' Govlrn",""l, Tha partloo ..paal Iha' It will ba ~lVo,
how.v.r, It I. under.tood thallh. rat. may Vlry. Tha Local AOlncy 80".' thlt Ihl. IDr..m.nt I. entered without relvlng UPOl'l any r.pt..ent.llon b~ lhe
Slalo mado ou'"lde 01 Ihll oon'.aol, 01 oon,alnod hllOI., .. 10 whl' thl "odorl' plrtlolpaUOII ,ala will be. " 'urth.. ograal thalli will nol condition anv
future Icllon. with ,..pacllo the proj.ot cov.r.d bY' thl. .g,..m.nt upon Pl.t, cU"lnl. or future rlprl.HteUOft... to thl prada,.1 participation r.t.. The
doll.. amounl 01 ..ada.a' plrtlclpaUOII oannot o.osed Iho amounl Ihown In IIn. p" oolumn (3), All ooatl nol ..Imburaad by Iho "_a' Govllnment ahlll...
I'" ra.pOllllbI'"y 01 the Loc.' Agencv,
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JOHN SPELLMAN
Governor
(
STATE OF WASHINGTON
DUANE BERENTSON
Secretary ~
f?'~
~a~
~ECE!iliArf~
..1 0.:.. -u B 'tJ ..::.l.:-:
DEPARTMENT OF TRANSPORTATION
Transportation Building . Olympia, Washington 98504 . (206) 753-6005
December 3, 1984
Mr. Brian Shelton
Public Works Director
1820 Jefferson Street
Port Townsend, WA 98368
DEe
G 138,:
~;!?FFERSON COI.j"n"
E[\IG!NEERS OFF!C"
Jefferson County
Beaver Valley Road
RS-WI61( 2)
FUND AUTHORIZATION
Dear Mr. Shelton:
We have received FHWA fund authorization effective November 21, 1984 for
this project as follows:
Stage
Preliminary Engineering
Total
$30,000
Federa 1 Sha re
$24,903
Concurrence in categorical exclusion is withheld until the relocation needs
are identified for this project,
You may proceed with preliminary engineering in the amount shown above.
Attached for your information and file is a fully executed copy of City/County
Agreement LA-0201 between the state and your agency.
If right of way is to be acquired, please submit your relocation plan. WSDOT
approval of this plan is required before proceeding with acquisition, even
if federal funds are not involved. If federal funds are to be used for acquisition,
you must comply with additional requirements as per Chapter II Division 5
of the Local Agency Guidelines.
Upon completion of the environmental requirements and receipt of your Certification
of Right of Way. notification that the project PS8E is completed, and receipt
of a supplement to your CitYICounty Agreement which includes construction
funds, the construction portion of this project will be considered for funding
when funds become available,
WSDOT authori zation to proceed with constl'ucti on is conti ngent upon recei pt
and approval of your PS&E. certification of right of way. and a contract
number assigned,
All future correspondence relatBd to the project is to be submitted to your
District State Aid Engineer,
BDD:cej
LCRIlO
Attachment
cc: B. George
~.~\
BARRY D. DRAEGER
City/County Liaison Engineer
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WASr( TON STATE DEPARTMENT OF TRANSPORTATlC,'\
, FEDERAL- AID PROGRAM FORM )
~ /'. ,.. (PROJECT PROSPECTUS Page .1
AGENCY ...Jt::f:"f-6IgiB,t:L~j PROJECT 'N J~"',*.z~n.U COUNTY
1~~5C~JER r'~S~Q" ~ i ~ I ~ Ii ,-' ' -.--- PRQJ~;~;"'--
; . ,:I~ I; J .. ,- . , D, .1 LTL1IU:LTI,'r f'TJJ J
*' A A .5~Jl.~~O~~, .~,j~' 6r:JLv l~~ 1(.l{)..l!:c'-_&t,~,Bl~L J
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DATE
PROJtCT
TEI'MIN'-'----- -00 ~- P-;~~JCT '.&~r.~DiSlRll~r?::j R/';"I J' 'AREA!
; - --.----TO-----...-- MilES~' ~. 0 LEGIS.: ~~~ i ~. Hg~~E!
!~d:~::1::tLjrJIJI _[rr=.. :'~,Ll' L'. .'!'~I
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FROM
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~'1- ~,IA~"RE~~E~M'I:E~NLT:~~'5~6: I i :.11~1~::==':
. . APefluvED ~ REMARKS:~f::J({;:1Y'oPr:
.~', ' 'AMOUNT '1' FUNr~] T' -1?~Jf:,w.__._,_.__
t5 --.-.---..
~ ---1-__ _1--1_ t- I .....L__ ...-1 ----~--.._._-- .,---".----
~
r-: TOTAL. LOCAL AGENCY
r-r,~Tl~~~;D C'OS~'- ..'. 'UNIDS
.., 1~.I0Id;Jc.' .15'0' ,I
oTo'-'~I."~'I~oi "
l'J,tt?,O (J OCl.
fotAU
--Ie
MP.O. PROJ. NO.
"
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+=-~t"Yl 4-<f'!>
~.
-, PERCENT oBi:i6"ATioN' ~
FEDERAl. .~ ~~'!! "
FUNDS ~o. YR. .
'..'IT]. - --l ...
._ _, J
'f'a~ /,o;~ 14" ~J
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11
_l.._.':".._.J
//Y/.td~t::>y~p
, ",..~.. ",A2,,;Ji/~
.t9~6-dL.~~ '-.-:;'9p.iJ,
ENVIRONMENTAl- IMPACTI__...r"'/I~,. P12twi-t:.T' 1~.t::A.r~~,c&.:U.;t__..t!:.lirll"'npr
.-.----' ._.._.........~ .--..
.c;"I?1~ J!1)f)lr~/'J t.
RIOHT Of WAY a REI-OCATION' ~ r tI?/lff#r ~,_~)I /$ .i?t!.cp,/.II;J~.D p.0I/!. 'nil's ,F'tI.t:Jon!CT!
.' .
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--'-'-- .'-_.~._--'. -_.._....__..~ ....,-....,.
WATER AREA INVOLVEMENT' ..'
fEDERAL PROGRAM TllLf:: ..... ~. i(;;;~"; H/~,J!Jy .".?t,4.IJ.'l'-~t?:,. "N/t. ~JV$TlI!d~n;:';~-
FEDERAL AGENCY: ..__,t(J;;,,;:>Dr - A--I/IJ~__....._ ..._,,, .."
LOCAl- AOENCY CON1ACT PEHSON:, , &IA ~ t, 5N6,:.,ilM.,.t'.,,&, _._" .___ TITI-E',)~f.!lLl" (.)o1l.~S: J),.6C."""
MAII-ING AOOREBB" ~,r::, 01:". P...81-1(. WOII./<.:r,._." ,Cc,..,a).rHOW"~....... PHONE: &lJ$'-~
CITy:_.._:P~WtJ_(!l""'D.. '. . W^"oI."r.TON ZIP CODE: ,... 9e.36e-.._" .....
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AGENCY PROJECT TITLE
~!:'FFe-rZ&tO.v GIMl1'j "BGj:JI/~ 12 \Jfl/..U;.'j ]<oAD
GEOMETRIC DESIGN DATA
,DATE
I '1' )~ /est
DESCRIPTION THROUGH ROUTE CROSSROAD
FEDERAL ROADWAY CLASSIFICATION 07 -
TERRAIN -P:Du-1 '" ~ -
DESIGN SPEED 50 -+- -
EXISTING ADT 2700 -
ESTIMATED ADT .:)000 -
DESIGN YEAR 2000' -
DESIGN HOURLY VOLUME (DHV) 6tJ" ' -
~
"
ACCIDENTS - 3 YEAR EXPERIENCE
r,.orCRT't' IHJUHV ACC'DL:NT5 ..ATA&" ACCIDCNTS
'tEAR ~~~~~~S TOTAL.
I.UM.CH Or' NUM8ltR OF NUMSEH 0" NUMPER OF NUMOII::A Of" NUMDCR or
ACCIDIl:NT5 ACCIDENTS INJURIES ACCIDENTS F'ATAL.ITI&;S ACCIDL:NT5
/9/i!/ / I / " " Z.
/9B.t. / () " f) 0 I
/9'6. ~ I 0 0 ,17 (;I /
TOTAL 3 / / () 0 4
TOTAL NUMBER OF' ACCIDENTS ATTRIDUTADL.E TO LACK OF HAVING THE PROPOSED IMP~OVEMENT
I , I I CJ :Lo I 0 1_ 0 ~ '
PERFORMANCE OF WORK
CONSULTANT
AGENCV
/00
%
PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY:
%
CONTRACT
AGeNCV
CONSTRUCTION OF THIS PROJECT WILL DE PERFORMED BY:
/~o %
--~
DESCRIPTION OF EXISTING FACILITY
1, EXISTING DESIGN "2. ,,1== T (..A-N6,';: tAl,-n+ :SHi>/tWl &~S orAtZ..'j.lIoJ~ f:.oi!-Crvl 3-6'
2, PRdi?r~ngN~~tN Jltt.lwm~I(JT IS FI"l/2, ,.
~/!:' /6 "P~OIZ- /1\I4..6-dj''''''''~ 7Il HANOI-I,: 'T'l'l.IAc::.~ -reAFF-/(.. , C.HO/'\wl>6,/LJ
().J-I.P M~ P
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FAA INVOLVEMENT
IS ANV AIRPORT Ll~CA TED WITHIN 2 MI ~~:~F .TI IE PI~OPOSEr:' PROJeCT:!.:].=."
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( .'~OJLCTTITLE
~"pIlUZ, [/AU~,'f ()
DATE
~/p/
COAST GUARO, CORPS OF ENGINEERS INVOLVEMENT, HC, COORDINATION.
4/ tfJ'fM
DESCRIPTION OF UTILITY RELOCATIONS OR AOJUSTMENTS ANO EXISTING MAJOR STRUCTURES INVOLVEO IN THE PROJECT,
USE AOOITIONAL SHEETS IF NECesSARY .u",U'j) -<~'P<,(/e.t: ,e6t.,;,c;,<J?;-""" e>F ~G/Z- "'/.v~:; ,
'iCal"ficJ,oJe ",/A/~ S AVb "TdU cF'9.au=. .
o "6Jt:./tt!!YI P
RAILROAD DATA
RAILROAD NAME AJON~
MAINLINE: NO, TRACKS
SPUR: NO. TRACKS
ROAD OR STREET NAME
CROSSING NO,
OPERATING SPEED
OPERATING SPEED
NO, TRAINS/DAY
NO, TRAINS/DAY
,<
NO, LANES
POST EO SPEED
NOTE: Auach required photos far railroad pro eels.
EXPLANATION OF TYPES AND AMOUNTS OF FUNDS <HHER THAN FA FUNDS AND MATCHING FUNDS ASSOCIATED WITH THE PROJECT:
/110 OrH6.e ,&<:(pDS &f}rt<L 86 <'!S<!;:D,
ESTABLISHED SOURCES OF MATCHING FUNDS ASSOCIATED WITH THE PROPOSED PROJECT,
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CERTIFICATION IS HEREBY GIVEN THAT MATCHING FUNDS AND OTHER FUNDS ASSOCIATED WITH THE PROJECT AS REFLECTED AIlOVE
ARE AVAILABLE TO COORDINATE WITH THE PROPOSED I'ROJECT DEVELOPMENT,
TH'S PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTERING AGENCY OR AGENCIES, OR ITS OESIGNEE, AND
IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT.
~Uu""ITTING elTICIiI AND/OR COUNTI!:G
,'\
PRIMARY INTEREST AGENCY:
....-r
DATE:
BY:
iM.vor,CI1,aI,molll'
JOINT AGENCY: ______.._.n..___..__._____
o
DATE:
BY:
CMoIvnr,CII.I,l1l,U11
JOINT AGENCY'
DATE:
BY:
CM.v~"Ch'lrm.n.
ATTACHMENllll
A. An.th IddllluMI oommanll. if nee...,.,..
B. Anlth ,...011 01 .... ,ypl'" ,_'V MOIlon, RIW .u Rm,
C, A".... . ",plc.1 brldto _lon,II -..,y.
D, A"'oI1. vicini'" _.
E. An.th photo. 0' ,.Uroed eu,"',., if ....e-..ry.
F. Attach the ptoor.'" ..,....,unod... ehe,.lIlt.
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W.B.D.O.T. USE ONLY
AGENCY NAME .. BILLING ADDRESS FEDERAL AID PROJECT HUAlBEA
.::J"'f'<"''''~-<J Co~ WASHINGTON STATE
'DE-pr o~ Pc.<6</c:. V;oe.,:.-=-
COtA.~t4 0"""56 DEPARTMENT OF TRANSPORTATION AGFIEEfaIEHT HUMBER
I11<TTO....J';_"'T:>, ..up. 1a3"'8 CITY /COUNTY AGREEMENT
The local Agency having complied, or hereby agreeing to comply. with the terms and conditions set forth in (t) Tille 23.
U,S, Code Highways, (2) the regulations issued pursuant thereto, (3) Ollice of Mansgement and Budget Circular A-102. (4)
the policies and procedures promulgated by the Washington State Department of Transportation and. (5) the Federal-aid
Project Agreement entered into between the Stale and Federal Government, relative to the above project, the Washington
Slate Department of Transportation will authorize the local Agency to proceed on the project by a separate notification,
Federal funds which are to be obligated for the project may not exceed the amount shown herein on line p.. column (3)
wilhout wrillen authority by the State. subject to the approval of the Federal Highway Administrator. All project costs not
reimbursed by the Federal Government shall be the responsibility of the local Agency,
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Name
PROJECT DESCRIPTION
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Description of Work
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The Fed.""lld PArUclpltlon ,at. In thl, projecl will bu olJlormined bv the Fedeta. Government. The plrtl.. .xpect that II wiN be _IIMt,
howe"lt, it 'I undMlrood thlllhl 'a" may VlllfV. The Local Agencv -0"8" thalthl, IOtI.mlntla an'....d wtlhou. '1IVinO upon any ,apr..entatlon bv lhe
St... made oulllde of Ihle conl,lct, or contained heuun, a. 10 \Nhl' the Fed....., particlpaUon ,.t. will be. II further aor'" that It will not condition Iny
tulur. Icllonl with '8.peello the project cOllurod b)/lful uIJ,OunltJnl upon p..t. curronl, Of tutur. r.I.,nlatlon. II to the Fed.", participation ,.t.. Thl
doll" amount d. ''''11 partlciplUon CAnnot ...co.d 'flu amount thow" In Une p.. column (3), All COI'I nol r.lMburled bv Ih. Feder.' Govemment Ihlll be
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CR0579. BEAVER VALLEY RD. S'LY, M.P. 7.03-7.66
Supplemental Design Report
To be Used with the Design Report prepared by
Parametrix, Inc.
Project Description and History:
This project is the southerly portion of that portion of the
Beaver Valley Rd. that lays between the Larson Lake Rd,
Intersection and the northerly terminus of the, Oak Bay Rd. to
SR/I04 project. The project was originally the entire length
between the two limits described above, but was split to maximize
the potential for Rural Arterial Program funds, wi-th this project
being funded and the northerly portion not ranking high enough to
receive funding. Additionally, both projects were subsequently
combined and submitted for consideration for a Public Works Trust
Fund loan and was selected by the Public Works Trust Fund Board
for funding which is now pending legislative approval. The
northerly portion has been re-submitted for Rural Arterial
Program funding in the 1991/93 biennium. The project goals are to
improve this sect:l,on of the road by improving ride quali ty.
enhance safety, and reduce maintenance.
Current. Projeot.:
The project t.oday has been expanded to include traffic
st.udies at the Oak Bay Rd. Intersection and t.he ident.ification of
hazards within the Clear Zone through out. its ent.ire length.
Findings:
The traffic data and the current t.raffic growth rate (l1%)
indicate that left t.urn channelization wit.h illumination at t.he
Oak Bay Rd. Intersection will be warranted in 5.7 years. Also
indioated is the need to mitigate obstructions and features
within the clear zone inventory where pract.ical,
Not indioated in the Design Report, but indioated by ride
quality, maintenance records, visual inspection, and non-
destructive defleot.ion test.ing, is the need t.o resurfaoe and
rehabilitate this seotion of road. Also is t.he need t.o widen the
road to matoh t.he seotion to the sout.h in order to maintain
continuity along t.he roadway.
Supplemental Design Report, CR057~
Pase 1 of 3
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Concluaions and Recommendations:
The following improvements should be accomplished by the
project:
1) Overlay and widen to 38 feet (two 11 foot lanes
with two 8 foot shoulders ) to match roadway section to the
south, and address drainage concerns, This work will
accomplish improving the structural integrity and reduce
maintenance requirements, and provide safety enhancement
with the addition of paved shoulders, improved driving
surface, and reduce the hazards associated with inadequate
drainage,
2) Do not include any improvements to the Oak Bay Road
Intersection and do not include it within the project
limits. The intersection was constructed approximately ten
years ago to its present standard and at this time the
traffic studies do not indicate any problem to warrant
improvement, Also, the intersection area is exhibiting a
settling problem that is outside the budgetary
considerations of this project to correct, The intersection
should continue to be monitored and a separate project
created and funded when conditions warrant it,
3) Place guardrail on embankments where required and
remove roadside hazards (including utility relocation)
within the clear zone, Utilize "flat" as possible fill and
fore slopes where right of way is adequate or would be
acquired in any case, This will provide further safety
enhancement.
The standards to be used to design the improvements are to
be in accordance with the Local Agency Guidelines (LAG) for 3R
projects, with guidance from the TRB Special Report 214, and the
W,S,D.O.T, Design Manual. Additionally, during the design process
consideration should be given to minimizing right of way takes if
alternative design features can be utilized at reasonable costs.
Coete and Funding:
The current estimated construction cost for this project is
$ 312,300 (exclueive of preliminary engineering and right of way
costs), which is based on the 1988 R.A.P, funding submittal for
the 1989/90 biennium. This amount will be adjusted as the design
is developed based on the above criteria. Also to maximize
funding the project limits may be adjusted,
Funding for this project is Jefferson County Road funds,
Rural Arterial Program funds, and a Department of Community
Development Public Works Trust Fund loan.
Supplemental Design Report, CR0579
Page 2 of 3
L___ 6
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Submitted,
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Bruce Lau e, Project
Date Z. - Z. '7 ~ ?o
Coordinator
Approved:
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Gary A. owe. P,E., Director of Public Works
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file: CR0579, deslBn
Supplemental Deslan Report, CR0579
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Design Criteria
PRELIMINARY DESIGN - BEAVER VALLEY ROAD
38' Roadway Section
Max. Slopes
Cut Section 4:1 F,S. 1.5:1 B.S.
Fill Section 2: 1
Improvements
Left turn lane @ Larson Lake
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Af1rJi1''';f.";t;
Clearing to improve sight distance North from Larson Lake
Right turn radius to Larson Lake
Guardrail
Drainage
Wetlands
S-Curve
Alternatives:
. Pave to improve super elev. and increase signing.
. Separate curves for a more gradual transition will require
extensive roadwork.
. Improve sight distance by widening.
Right of Way
Title reports, legal descriptions,..."
Port Townsend meeting with Clark
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IlARSON lAKE RO, I I 192 I 159 I 238 1 293 I 178 I 1.05%1 -0,37%1 97, Uta.!.
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CR0579, CR0811, 8EAVER VALLEY S'LY AND N'lY
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MEMORANDUM
DATE: October 24, 1989
TO: Ms. E. D. Simon, Right of Way
FROM: Aubrey Palmer, Office EngineerA~
SUBJECT: Right of Way research for County Road Projects, CR0579.
CR08ll.
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I'm requesting
copies of deeds for
widths through Lot 1,
R1E, as depicted on
Permanent Highway No.
right of way research be accomplished with
Beaver Valley Road, Co. Rd. No, 941507, for
Sec. 18, T28N, R1E, and Lot 4 Sec. &, T28N
Roadway Plans approved May 1930, called
10.
See attached Parcel Map.
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JEFFERS~~ COUNTY
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Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E,. County Engineer
TELECOPIER COVER LETTER
*****************************************************************
DATE:
TIME:
o/~/90
"3: ..." p, M. .
PLEASE DELIVER THE FOLLOWING PAGE(S) TO:
NAME: (? ./ A;eK 'Kot..c..l.lAAJl>
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CF\OS79 ~JIJJ
JEFFERfdN COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P,E,. Counly E!,glneer
1820 Jefferson Streel
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385.9160
TELECOPIER COVER LETTER
*****************************************************************
DATE:
TIME:
-'5/ :2.. 8 /9.0
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PLEASE DELIVER THE FOLLOWING PAGE(S) TO:
NAME: C!...IAd !?L>LtJUA;'V
LOCATION: ~!J7"O 1::1 'j;j~ bJ4't) !5UJre ::z,,:z...
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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" Dlractor
Robert G, Nasbltt, P.E., County Englnear
April 30, 1992
Mr. Isaac Huang
Public Works Trust Fund
Department of Community Development
P.O. Box 48319
Olympia, WA 98504-8319
Re: Termination and Pay-offofP,W.T,F. Loan Agreement No. PW-S-90-280-018,Jefferson
CountyPublic Works, Beaver Valley
Dear Isaac:
As we discussed, Jefferson County wants to terminate the above referenced Loan
Agreement and payoff the amounts borrowed to date.
As reported in the quarterly reports for the project, the State of Washington os now the
custodian of this facility so the County has no further need of borrowing any funds.
Please forward to Jefferson County the necessary fonns needed to close out the project.
If you have any questions, do not hesitate to contact me.
Sincerely,
~'
Road Projects Manager
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Anne Sears, PW Accounting
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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
Robert G. Nesbitt. P.E.. County Engineer
May 18, 1992
Vern Wagar, P.E., Director
County Road Administration Board
2404 Chandler ct., S.W.
Olympia, WA 98504-3913
Re: Beaver valley Rd., CR0579 & CR0811, Project Nos. 0941501 &
0941502
Dear Vern:
As you are aware, the portion of Beaver valley Rd. covered
by the above referenced projects is now state Route 19.
Jefferson county is working with W.S.D.O.T. to complete the
projects, by Offering to them the secured funding through the
Rural Arterial Program. The current plan is to have the state
program the projects for construction in the 93-94 biennium, with
W.S.D.O.T. providing the "Local Match". The contracts between
Jefferson County and C.R.A.B. would remain in affect, with
payment to W.S.D.O.T. handled through a separate agreement
between Jefferson County and W.S.D.O.T.
We feel that this is the best way to serve the motoring
public by completing these projects at the earliest possible time
under the circumstances.
Xf you have any questions, do not hesitate to contact me.
sinCerelY'~
~esbitt, P.E.
county Engineer
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Robert Holcomb, W.S.D.O.T.
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JEFFERSON COUNT,
PUBLIC WORI<'~ l"'~'"
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December 30, 1990
P~ #13-182CHDl
Jefferson County
Department of Public Works
County Courthouse Engineering Division
P.O. Box 1220
Port Townsend, Washington 98368
Attention:
Mr. Bruce Laurie
Dear Bruce:
Enclosed are what I call the fruits of the field work. You will find copies of the section
subdivisions for Sections 7 & 18 of Township 28 North, Range 1 East, a Land Corner Record
that you can file with your Auditor and photos of Southeast corner of Section 18 with its
accessories. The basis of horizontal control is the two cased Highway Mons in Beaver Valley
Road at and just north of the Oak Bay Road intersection. We held your Lambert coordinate
on the southerly monument and held your bearing between the two mons as the basis of
meridian.
All ties shown on Beaver Valley Right of Way Plans to section subdivisional corners in Section
18 have honored the existing County set mon in the aluminum case at the northwest corner of
the section. I believe this position is challengeable because of the existing fence lines and
Pike's Survey of Government Lot 1 in 1920.
I believe that there are many records that may be in Pope's files that could help authenticate
corner positions and I believe the County Field Books should be reviewed, if for no other
reason, to say the infor~ation has been looked at and evaluated.
I have not made copies of field note descriptions for the corners I personally reviewed, but
they are available if you wish them.
Should you have questions regarding the enclosed data, please don't hesitate in calling us, I
have truly enjoyed working with you these last years and hope you will call us in the future,
Sincerely,
PARAMETRIX, INC.
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Robert G. Nesbitt, P.E., County Engineer
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
October 29, 1990
Diane Lenius
Parametrix, Inc.
5700 Kitsap Way, suite 202
Bremerton, Wa 98312
Re: Overlay thickness, CR0579 and CR0811
Dear Diane:
After analyzing the data from the non-destructive pavement
testing, Jefferson County has determined that the overlay thickness
for the Beaver Valley Rd., both projects is 2.1 inches. The overlay
for the portion of Larson Lake Rd. that is included in the projects
limits requires only a minimum overlay of 1 inch.
If you have any questions, do not hesitate to contact me.
t!,
Sincerely,
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Project Coordinator
enclose.
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JEFF~RSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
November 13, 1990
Gary A. ~owe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
parametrix
Attn: Diane Lenius
5700 Kitsap Way, Suite 202
Bremerton, WA 98312
Re: Prelevel, Pavement Repair, and Soils Conditions, Beaver Valley
Road Southerly and Northerly, CR0579 & CR0811
Dear Diane:
Enclosed for the above referenced projects are the pre level and
pavement repair locations and dimensions, sample pre level and
pavement repair schedules for inclusion into the plans, the typical
unsuitable foundation removal section and the typical section for
the Beaver Valley Road construction of 1933.
The pre level and pavement repair information is provided for
inclusion in the plans in the same form as the prelevel and
pavement repair schedules. The quantities shown in the information
needs to be verified by you.
The typical unsuitable foundation removal is the result of soi1s
investigation by Jefferson County. The area to be removed shown
on the side slope is thought to be B'surcharge of "ditch spoils"
dumped over the years by maintenance crews and needs to be removed.
The quantity determined will have to be based on B comparison of
the existing cross section and the original typical sections from
the 1933 plans.
If you have any questions do not hesitate to contact me.
Sincerely,
~~.
Bruce ~
Project Coordinator
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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
October 24, 1990
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Diane Lenius
Parametrix, Inc.
5700 Kitsap Way, suite 202
Bremerton, Wa 98312
Re: Change in soils evaluation, CR0579 and CR0811
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Dear Diane:
As we have discussed previously, I want to change the scope
of the soils analysis for the above referenced projects. Public
Works wil1 perform the soils analysis in regards to design
considerations, Parametrix will establish the wetland boundary and
delineate it on the construction plans for utilization in an
application for Army corps permit. Additionally, parametrix will
produce a report of its findings, in regards to the wetlands, as
outlined in the D.O.E. response to the Determination of Non-
Significance issued by Jefferson County.
If you have any questions, do not hesitate to contact me.
sincerely,
rf..,h. .~~
B~a~rie
Project Coordinator
enclose.
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CR0811, corres.
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1820 Jefferson Street
P.Q, Box 1220
Port Townsend, WA 98368
(206) 385-9160
september 20, 1990
Jefferson County planning Department
P.O. Box 1220, 3rd floor
Port Townsend, WA 98368
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Re: Environmental Review, CRO-579 & CRO-811, Beaver Valley Road
Souther1y & Northerly, county Road No. 941507, Road improvement
projects.
Dear James Pearson:
This 1etter is to inform you that Jefferson County has issued a
Determination of Non-significance and Lead Agency status for the
above referenced projects pursuant to WAC-197-11-340 (2) . Your
comments would be apprecia'l:ed.
Enclosed for your review are copies of the S.E.P.A. Environmental
Review Checklist, letter of Determination of Non-Significance, and
a vicinity map.
If you have any questions please
contact me at (206)-385-9160.
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Civil Construction coordinator
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Jefferson County Public Works Department
P.O. Box 1220
Port Townsend, W A 98368
JUN 08 1990
JEFFERSON COUNTY
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June 6, 1990
13-1820-01
Re: PS&E and Survey for Beaver Valley Road Projects (0579 and 0811) __
Revised Design Cost Estimate
Dear Bruce:
As discussed, we have reviewed the preliminary cost estimate to complete the PS&E
portions of the Beaver Valley Road projects. The revised estimate is based on a better
knowledge of the extent of engineering issues to be addressed and the level of plan
development consistent with Jefferson County requirements as derived from the Oak Bay
Road project. Also, the actual personnel who will participate on the project can be more
accurately identified than was possible when the original estimate was produced last July.
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On attached Exhibits A and B I have indicated the revised estimates for PS&E on Beaver
Valley Road (N'ly)(0811) and Beaver Valley Road (S'ly)(0579), respectively. On Beaver
Valley (N'ly), the revised estimate is $23,347.96 as opposed to the original cost of
$19,907.17. On Beaver Valley (S'ly) the revised estimate is $18,299.20 as compared to the
original estimate of $16,755.38. I
The revised estimate for the Bellver Vailey (N'!y) project is an increase of $3,440.79 and for
the Beaver Valley Road (S'ly) section, $1,543.82. It should be noted on the S'ly project that
$1,227 remains from the traffic study. If this can be used against the PS&E budget, perhaps
no increase will be necessary.
In addition, our records indicate thut the following amounts remain in the survey budgets:
Remaining Original
l3ellver Vulley (N'ly)(0811) $ 8,313 $ 25,285
Beaver Valley (S'ly)(0579) $ 4,113 $ 22,311 ,. . ..
0 Swansollville (0813) $ 15,968 $ 20,226
I have disclIssed this with Clark, and as we discussed, some field work which was performed
Oil the Swansonville project WllS chllrged solely to the Beaver Valley projects, particularly
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Jefferson County PU.blic Works Department
June 6, 1990
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0811. Clark estimates that approximately $2,400.00 was charged in this manner. H
necessary to complete the Beaver Valley project we would request that this sum, or'a
portion thereof, be transferred from the Swansonville project.
If these revisions are agreeable, please sign below and return a copy for our files. H I can
answer any questions or provide additional information, please call me at 455-2550.
Sincerely,
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Project Manager
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EXHIBIT "A"
COST PLUS NET FEE DETERMINATION
CR0811 - BEAVER VALLEY ROAD, M.P. 6.31 TO M.P. 7.03
TASKS 3 & 4. DESIGN AND PLANS AND SPECIFICATIONS
DIRECT SALARY COST
PERSONNEL HOURS RATE OF PAY ESTIMATED
COST
Franklin 40 $27.55 $ 1,102.00
Project Manager
Lenius 280 $15.02 $ 4,205.60
Design Engineer
CADD Operator 96 $12.00 $ 1,152.00
Caldwell 80 $ 9.00 $ 720.00
Drafter
Word Processing 16 $ 9.50 $ 152.00
Subtotal $ 7,331.60
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem
Per Travel
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weeks @ $ .. .. .. ..
==trips@ $==........
cars @ $_ per month
months
miles @ $_....2L_ . . . . . . .
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Office Equipment
Rent $ per month @ $ months
Equipment Rental $ per month @ $ months
Reprodu~tio~ Expenses ........................................
Communications .............................................
SUbcollsultllnt (Soils) ..........................................
TOTAL
SUMMARY OF FEE FOR ENGINEERING SERVICES, CR0811
$
$
$ 200.00
$
$ 1.500.00
$ 1.752.00
Direct Salary Cost ............................................ $ 7.331.60
Overhead Cost (incl. payroll additives) .. 163% ...................... $l.l.22l.ll
Net Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 2.313.85
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Travel and per diem ...................................... $~
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Other (specify) ......................................... $
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EXHIBIT "B"
COST PLUS NET FEE DETERMINATION
CR0579 - BEAVER VALLEY ROAD, M.P. 7.03 TO M.P. 7.66
TASKS 3 & 4. DESIGN AND PLANS SPECIFICATIONS
DIRECT SALARY COST
PERSONNEL HOURS RATE OF PAY ESTIMATED
COST
Franklin 24 $27.55 $ 661.20
Project Manager
Lenius 220 $15.02 $ 3,304.40
Design Engineer
CADD Operator 80 $12.00 $ 960.00
Caldwell 60 $ 9.00 $ 540.00
Drafter
Word Processing 16 $ 9.50 $ 152.00
Subtotal $ 5,617.60
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem
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$
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weeks @ $ . . . . . . . .
=trips@ $==........
cars @ $ per month
months -
miles @ $ _.....2L_ . . . . . . .
52.00
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Office Equipment
Rent $ per month @ $ months
Equipment Rental $ per month @ $ months
Reprodu~tio~ Expenses ........................................
Communications .............................................
Subconsultunt (Soils) ..........................................
TOTAL
SUMMARY OF FEE FOR ENGINEERING SERVICES, CRORll
$
$
$ 200.00
$
$ 1.500.00
$ 1.752.00
Direct Salary Cost ............................................ $ 5.617.60
Overhead Cost (incl. payroll additives) -- 163% ...................... $ 2.156.69
Net Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 1.772.91
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