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INFORMATION
F.A. No.
Contract No: CD g
M.P. MY.
Station to Station
` List below prime contractor, subs, material suppliers, bonding company, adjoining or overlapping contractors,
federal, state, county or city personnel or utility, railway, board or commission representatives through which.
liaison has been made:
NAME AGENCY ADDRESS
PHONE NO.
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A
JEFFERSON COUNTY
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR IMPROVEMENT
- ! TO
HASTYNGS AVENUE WEST,
COUNTY ROAD NO. 691008.
COUNTY ROAD PROJECT NO. 0589
is
NOTICE TO PLANHOLDER
The office to administer this contract d{
Is the Department of Public Works,
y°
P.O. Box 1220
Port Townsend, Wa. 98368 h_\
Telephone (206) 385-3505 !77
JEFFERSON TITLE COMPANY >?7o,Jx.„?,
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JANE SWANSON
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. BARBARA L. BROUNE
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3600 She "St Fifth A-i- P
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800 F41h A,-,,e
Sxatna. Wavn:n6ton 98104 120614427970
FTS 3997970 r
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CALL FOR BIDS
CR0 589
Notice is hereby given that the Board of County Commissioners of
Jefferson County, State of Washington, will receive sealed bids up
until the hour of 2;00 p,m.,Monday, April 13, 1987, at the office of
the County Commissioners, Courthouse, Port Townsend, Washington, 98368,
to be opened and read at that date and time for overlaying Hastings
Avenue West, CHO 589, including grading, drainage improvements,.
surfacing with crushed rock, and various other work as described in the
contract documents.
Major items of work will be 3.66 acres of Clearing and Grubbing,
9,406 Cubic Yards of
Roadway Excavation, including-haul, 9,147 Cubic Yards of
Unsuitable Foundation Removal, including haul, 504 Cubic Yards of
Structure Excavation, class B, including haul, 5,714 Cubic Yards
of furnishing and placing Ballast, 4,004 Tons of furnishing and
placing Crushed Surfacing Top Course, furnishing and installing
240 Linear Feet of 12" Dia. Concrete .Culvert, 375 Linear Feet of.
24" Dia. Concrete Culvert, 2 Each Type I Drop Inlet, and 1 Each
Type 2 Catch Basin, 7,646 Cubic Yards of Embankment Compaction and -
3,18 Acres of Seeding, Mulching, and Fertilizing.
Bids shall be submitted in accordance with the specifications on file
at the office of the Director of Public Works, Courthouse, Port
Townsend, Washington, 98368, where copies may be obtained by depositing
$25.00. The deposit will be refunded if the plans and specifications
are returned in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, postal money order,
cash, cashiers check or certified check payable to the Treasurer of
Jefferson County in the sum of 5% of the bid amount, to be forfeited to
Jefferson County by the successful bidder if he fails to enter into a
contract and file an acceptable surety bond in the amount of 100% of
the contract price within ten (10) days of the award. The Board of
County Commissioners reserves the right to reject any and all bids, and
to accept the bid deemed most advantageous to Jefferson County and to
waive all informalities in the?a/dding.
APPROVED THIS DAY 01i?.y lJ 1987.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
-ice
'Edrry enn son, Chairman
1
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14
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TABLE OF CONTENTS
PAGE
INTRODUCTION.. ....... ..... ........... .... . .......... 1
AMENDMENTS TO THE STANDARD SPECIFICATIONS
SECTION 1-01, DEFINITIONS AND TERMS .............................. 1.
SECTION 1-02, BID PROCEDURES AND CONDITIONS ...................... 1-2
SECTION 1-03. AWARD AND EXECUTION OF CONTRACT .................... 3
SECTION 1-04, SCOPE OF WORK.. ....... ................. 3
SECTION 1-05, CONTROL OF WORK.. ... ............... . 3-4
SECTION 1-06, CONTROL OF MATERIAL........ ................... 4-5
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 5-8
SECTION 1-08, PROSECUTION AND PROGRESS ............................ 8-9
SECTION 1-09, MEASUREMENT AND PAYMENT. . ......................... 9-16
SECTION 2-01, CLEARING,. GRUBBING, AND ROADSIDE CLEANUP ........... -. 17
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS ............. 17
SECTION 2-03, ROADWAY. EXCAVATION AND EMBANKMENT .................. 17.
SECTION 2-06, SUBGRADE PREPARATION ............................... 18
SECTION 2-09,.STRUCTURE EXCAVATION ...............................18-20
SECTION 3-03, SITE RECLAMATION ................................... 20
SECTION 7-05, MANHOLES, GRATE INLETS, AND CATCH BASINS........... 20
SECTION 9-00, MATERIALS .......................................... 20
SECTION 9-03, AGGREGATES ........................................ 20-22
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS AND CONDUITS ......... 22-27
SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS ............. 27
SECTION 9-07, REINFORCING STEEL ..................................28-29
SECTION 9-14, ROADSIDE SEEDING AND ROADSIDE PLANTING .............29-37
It ?,
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N?1
•' TABLE OF CONTENTS
(CONT.)
SECTION 9-28, SIGNING MATERIALS AND FABRICATIONS,...,...., PAGE
SPECIAL PROVISIONS
PREQUALIFICATION OF BIDDERS...... ., ,,, 38
DATE OF OPENING BIDS..,.. ..,.,,,,,,, 38
DESCRIPTION OF WORK.. .... 38
CONSIDERATION OF BIDS..... .. ... ... 39
FUNDS'... ............... ... .. 39
SURVEYING.....
............ .........................39-40
OTHER CONTRACTS OR OTHER WORK... .......,, 40
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF
PUBLIC NATURAL RESOURCES.. ,,,,,,,,,,,,,,,,,,,,,,, ,,, 41
STATE SALES TAX.. ........ 41
"GAME AND FISHERIES REGULATION.... 41
LOAD .LIMITS ...................................................... 41-42
WAGE RATE FORMS....... 42
CERTIFICATION OF NON-SEGREGATED FACILITIES ....................... 42-43
SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION ...................... 43-47
.UTILITIES........... ........ 47-48
TRAFFIC CONTROL ................................... ............ 48
EMERGENCY TRAFFIC CONTROL .................. ................... 48-49
PUBLIC CONVENIENCE AND SAFETY .................................... 49
FLAGMEN, BARRICADES, AND SIGNS ............. 49
if.
TABLE OF CONTENTS
(CONT.)
PAGE
.SIGNING.... ...... ......... ......................... 49-50
ORDER OF WORK.. .......................................... .. 50
PROGRESS OF WORK........ .............. ............. ....... 50
TIME FOR COMPLETION........... ... 50
RIGHTS OF WAY.. .. ...... .. ............. 50
CLEARING AND GRUBBING ............... .. ................ 51
REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........................... 51 -
COMPLETION OF SUBGRADE........................................... 51
DISPOSAL OF SURPLUS MATERIAL........ ............... ..... 51
EMBANKMENT. COMPACTION.... ...... .. 51
COMPACTION TESTING OF ROADWAY.. ...... .......... ....... 52
CONSTRUCTION FABRIC ..... .... ........ ... .52-53
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT .................. 53
STRUCTURE EXCAVATION..... ...... ....... ..... ... 53`
SOURCE OF MATERIALS.. ......... ....................... .... 54
HAULING ON OTHER THAN .STATE HIGHWAYS ............................. 54
SITE RECLAMATION ................................................. 54
ROADSIDE SEEDING AND FERTILIZING .................................54--55
FLEXIBLE GUIDE POSTS ..............,..............................55-56
REMOVING BITUMINOUS PAVEMENT ..................................... 56
STANDARD PLANS .. ................... ..........................57-59
TYPICAL TRAFFIC CONTROL PLANS.......... .......................60-70
PROPOSAL .........................................................71-73
CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE .................................... 74
NON-COLLUSION AFFIDAVIT .. ................. ..... ............ 75
TABLE OF CONTENTS
(CONT.)
CONTRACT (SAMPLE). .. 76
CONTRACT BOND (SAMPLE). ......... ..... ......... 77
ATTACHMENT: PLANS
INTRODUCTION
The following amendments and special provisions shall be used in
conjunction with the 1984 Standard Specifications for Road,Bridge, and
Municipal Construction adopted in June, 1984,
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following amendments to the standard specifications are made a part
of this contract and supersede any conflicting provisions of the
standard specifications.For informational purposes, the date following
each amendment title indicates the implementation date of the amendment
or the latest date of revision.
Each amendment contains all current revisions to the applicable
section of the standard specifications and may include references
which do not apply to this particular project.
SECTION 1-01 DEFINITIONS AND TERMS
(March 25, 19851
1-01.21 Roadbed
This section is revised to read:
The graded part of the roadway within top and side slopes,
prepared as a foundation for the pavement structure and
shoulders.
1-01.22 Roadway
This section is revised to read:
The portion of the right of way within the outside limits of
the side slopes.
1-01.30 Subgrade _
This section is revised to read:
The top surface of the roadbed on which subbase, base,
surfacing, pavement, or layers of similar materials are
placed.
1-01.35 Traveled Way
This section is revised to read:
That part of the roadway made for vehicle travel excluding
shoulders and auxiliary lanes.
SECTION 1-02 BID PROCEDURES AND CONDITIONS
ISeotember 8 1985)
1-02.2 Plans and Specifications
The first paragraph is revised to read:
1
3 1
Copies of plans and specifications will be on file in the
office of the County Engineer in the county in which the
work is located.
The first sentence of the second paragraph is revised to read:
Plans and specifications may be obtained from the Department
of Public Works of Jefferson county, Washington by payment
of the amount set forth in the call for bids,
1-02.5 Proposal Forms
The third sentence is revised to read:
It will list the estimated quantities, units of measurement,
the items of work, and the materials to be furnished at the
unit bid prices.
.1-02.7 Bid. Bond
The first sentence of the second paragraph is revised to read:
If a surety bond is used, it shall be signed by the bidder
and his surety.
1-02.8 Non-Collusion Certificate
This section, Including the heading, is revised to read:
1-02.8 Non-Collusion Affidavit When required by Section
112(c) Title 23, United States Code, a bidder shall certify
that he has not participated in collusion or other action in
restraint of competitive bidding.23 CFR Part 635, Section
635.107 requires that:"Each bidder shall file a sworn
statement executed by, or on behalf of the person, firm,
association, or corporation submitting the bid, certifying
that such person, firm, association, or corporation has not,
either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any
action, in restraint of free competitive bidding in
connection with the submitted bid. This sworn statement
shall be in the form of an affidavit executed and sworn to
by the bidder before a person who is authorized by the laws
of the State to administer oaths.The required form for the
affidavit will be provided by the State to each prospective
bidder.Failure to submit the sworn statement as part of the
bid approval package will make the bid nonresponsive and not
eligible for award consideration". The affidavit shall be
executed and sworn to before a person who is authorized to
administer oaths.By signing the proposal, the bidder will be
deemed to have signed and agreed to the provisions of the
Non-Collusion Affidavit.
2
SECTION 1-03 AWARD AND EXECUTION OF CONTRACT
(December 31, 1984)
1-03.2 Award of Contract
This section is revised to read:
A contract will normally be awarded or bids rejected within 30 calendar
days after the bids are opened. Upon mutual consent of the lowest
responsible bidder and the Department, the 30 calendar day limit may be
extended. After expiration of the 30 day limit, if no mutual
agreement has been reached regarding extension, the Department reserves
the right to award the contract to the next lowest responsible bidder.
The successful bidder will be notified in writing when the contract has
been awarded.
SECTION 1-04, SCOPE OF THE WORK
(March 25, 1985)
.1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Addenda
The first sentence in the second paragraph is revised to read:
In case of discrepancies, Plans shall govern over Specifications;
Supplemental Specifications shall govern over Standard
Specifications; Special Provisions shall govern over
Specifications and Plans; and units of measurement on the Proposal
shall govern over units of measurement contained in the Special
Provisions,
1-04.5 Procedure and Protest by the Contractor
The second paragraph is revised to read:
The Contractor also accepts any written or oral order; direction,
instruction, interpretation, or determination from the Engineer by
failure to protest as provided in this section and by failure to -
follow the procedures provided in Section 1-09.11.
1-04.7 Changed Conditions (Differing Site Conditions)
The following is added after the last paragraph:
No claim by the Contractor under this clause shall be allowed
unless the Contractor has followed the procedures provided in
Sections 1-04.5 and 1-09.11.
SECTION 1-05, CONTROL OF WORK
(November 17, 1986)
1-05.3 Plans. and Working Drawings
The third and fourth paragraphs are revised to read:
The Contractor shall submit supplemental working drawings that are
required for the performance of the work. Supplemental working
3
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drawings shall be on 24 inch by 36 inch sheets or on small sheets
with dimensions in multiples of 8-1/2 by 11 inches. The
Engineer's written approval of the drawings shall be obtained
before any work is done as proposed by the drawings.
1-05.13 Superintendents, Labor, and Equipment of Contractor
The third paragraph is revised to read:
Competent supervisors experienced in the task being performed
shall continuously supervise all contract work. A superintendent
that repeatedly fails to follow any written or oral order,
direction, instruction, or determination from the Engineer shall
be immediately removed from the project by the Contractor upon
written request of the Engineer, and the Contractor shall
designate in writing a new superintendent. All incompetent,
careless, or negligent employees
shall b
be Immediately replaced by
the Contractor upon written request of the Engineer. Failure of
the Contractor to comply with such a request from the Engineer -
shall be sufficient grounds for termination of the contract under
the terms of Section 1-08.10 of these specifications.
Add the following after the fourth paragraph:
The Contractor's performance and compliance with the Terms of the
contract will be rated by the Engineer. The rating will be in the
following categories:
1. Progress of Work;
2. Quality of Work;
3. 'Equipment; -
4, Administration/Management/Supervision; an
and
5. Coordination and Control of Subcontractors.
Any unacceptable reports will be taken into consideration when
determining a Contractor's prequalification in accordance with RCW
47.28.070.
SECTION 1-06, CONTROL OF MATERIAL
(May 27, 1986)
206.3 Vacant
This section is revised to read:
106.3 Manufacturer's Certificate of Compliance
The Engineer may accept certain materials on the basis of a
Manufacturer's Certificate of Compliance as an alternative to
material inspection and testing. When a Manufacturer's
Certificate of Compliance is authorized by the standard
specifications or special provisions, the certification shall be
furnished prior to use of the material. The Contractor may
request, in writing, authority from the Engineer to install such
material prior to submitting the required certification, however,
4
no payment will be made for the work in the absence of an
acceptable Manufacturer's Certificate of Compliance. The
Department' reserves the right to deny the request for good cause,
The Manufacturer's Certificate of Compliance must identify the
manufacturer, the type and quantity of material being certified,
the applicable specifications being affirmed and the signature of
a responsible corporate official of the manufacturer and include
supporting mill tests or documents. A Certificate of Compliance
shall be furnished with each lot of material delivered to the work
and the lot so certified shall be clearly identified in the
certificate.
All materials used on the basis of a Certificate of Compliance may
be sampled and tested at any time. Any material not conforming to
the requirements will be subject to rejection whether in place or
not. The Department reserves the right to refuse to accept
materials on the basis of a Certificate of Compliance.,
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
(July 21, 1986).
1-07.1 Laws to be Observed
The last sentence of the third paragraph is deleted.
1-07.5. Game,. Fisheries and Ecology Regulations.
This section is revised by adding to the list under the subheading,
State Department of Ecology, the following:
6. Immediately notify the Department of Ecology should any
accidental spill of oil, chemicals, or sewage occur into the
waters of this State.
1-07.9 Wages
The fourth paragraph is supplemented with the following: '
When the project involves both highway work and building work, the
contract may list a Federal wage and fringe benefit rate for the
highway work and a separate Federal wage and fringe benefit rate
for the building work. The area in which the worker is physically
employed shall determine which Federal wage and fringe benefit
rate shall be used to compare against the State wage and fringe
benefit rate.
The sixth paragraph is revised to read:
Posting Notices. In a location acceptable to the Department of
Labor and Industries, the Contractor shall post:
1. One copy of the approved "Statement of Intent to Pay
Prevailing Wages.,
5
2. One copy of the prevailing wage rates for the project.
3. The address and telephone number of the Industrial
Statistician for the Department of Labor and Industries
(along with notice that complaints or questions about wage
rates may be directed there), and
4. FHWA 1495/1495A "Wage Rate Information" poster if the
project is funded with Federal Aid.
The twelfth paragraph is revised to read:
Certified payrolls are required to be submitted to the Engineer,
from the Contractor and all subcontractors or agents, on all
Federal Aid projects and, when requested in writing by the
Engineer, on projects funded with only State funds. If these
payrolls are not supplied within 10 calendar days of the end of
the preceding weekly payroll period for Federal Aid projects or
within 10 calendar days from the date of the written request on
projects with only State funds, any or all payments may be
withheld until compliance is achieved. Also, failure to provide
these payrolls could result in other sanctions as provided by
State laws (ROW 39.12.050) and/or Federal regulations (29 CPR
5.12). All certified payrolls shall .becomplete andexplicit.
Employee classification codes used on certified payrolls shall
coincide exactly with the classification codes listed on the
minimum wage schedule in the special provisions. When an
apprentice is shown on the certified payroll at a rate less than
the minimum prevailing wage rate, his/her apprenticeship
registration number from the State Apprenticeship Council shall; be
shown along with the correct employee classification code.
1-07.13 Contractor's Responsibility For Work
The first sentence of exception no. 5 is revised to read:
Any temporary work such as detours, detour structures, or
temporary illumination which is damaged as a result of vandalism,
third party damage or under the conditions specified in Item 1
above, subject to the following limitations:
1-07.14 Responsibility For Damage
The third and fourth paragraphs are revised to read:
The Contractor shall indemnify, defend, and save harmless the
State, Commission, Secretary, and all officers and employees of
the State from all claims, suits, or actions brought for injuries
to, or death of, any persons or damages resulting from
construction of the work or in consequence of any negligence
regarding the work, the use of any improper materials in the work,
caused in whole or in part by any act or omission by the s agents or timerbeforeofinal acceptance. In employees addition during performance any remedy
or at any
6
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authorized by law, the State may retain so much of the money due
the Contractor as deemed necessary by the Secretary to assure
Indemnification until disposition has been made of such suits or
claims.
The Contractor shall indemnify, defend, and save harmless any
county, city, or district, its officers, and employees connected
with the work, within the limits of which county, city, or
district the work is being performed, all in the same manner and
to the same extent as provided above for the protection of the
State, its officers and employees, provided that no retention of
money due the Contractor be made by the State except as provided
in Chapter 60.28 RCW, pending disposition of suits or claims for
damages brought against the county, city, or district.
The following paragraph is added after the fourth paragraph:
If the claim, suit, or action for injuries, death, or damages as
provided for in the preceding paragraphs of this specification is
caused by or results, from the concurrent negligence of (a) the
indemnitee or the indemnitee's agents or employees and (b) the
indemnitor or the indemnito 's agents or employees, the indemnity
provisions provided for in the preceding paragraphs of this
specification shall be valid and enforceable only to the extent of
the indemnitor s negligence.
1-07.18 Public Liability and Property Damage Insurance
The first sentence of the second paragraph, up to the colon, is
revised to read:
The State shall be specifically named as an insured in a policy
with the same company which insures the Contractor or by an
endorsement to an existing policy or with a separate carrier
approved pursuant to Title 48"RCW in the following form:
Item 1.(j) of the second paragraph is revised to read:
to Bodily Injury or Property Damage arising out of the discharge,
dispersal, release, or escape of smoke, vapors, soot, fumes, acid,
alkalies, toxic chemicals, liquids or gases, waste materials or
other irritants, contaminants or pollutants into or upon land, the
atmosphere, or any water course of body of water.
The third paragraph is revised to read:
The amounts of coverage for the Contractor and the State shall in
either instance be not less than a single limit of $1,000,000 for
bodily injury including death and property damage per occurrence.
1-07.21 Rock Drilling Safety Requirements
This section is revised to read:
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It shall be the Contractor's responsibility to maintain safe
working conditions for rock requiring drilling, by keeping dust f
concentrations below the threshold limit value or by providing Yts
those protective devices that may be. required by the Department of
Labor and Industries.
1-07.23(4) One-Way Piloted Traffic Control Through Construction Zone ,
The second sentence of the sub-paragraph under Contractor Furnished
'One-Way Piloted Traffic Control is revised to read:
The method of calculating reimbursement will be by using only that n;
portion of section 1-09,6 for (la, 1b, -lc, ld) Labor and (3)
Equipment,
y .
SECTION 1-08. PROSECUTION AND PROGRESS
(February 17, 1987)
1-08.1 Subcontracting
The third paragraph is revised to read:
The Contractor shall submit, along with the request to sublet, the
names of contracting firms that are to act as agents to the
subcontractor. The agents collectively shall not perform work
involving over 25 percent of the total subcontract amount. The 25
percent limitation does not apply if the subcontract is for a
specific structure or structures and the agents' work is driving
piles, furnishing and driving test piles, or installing
reinforcing steel. Other than the percentage requirement, the
agents shall be subject to the same requirements as
subcontractors.
1-08.5 Time for Completion
The second sentence of the first paragraph is revised to read:
The contract time shall start with the first working day following
the 25th calendar day after award of the contract, or the first
working day following execution of the contract by the Secretary,
whichever occurs last, or such'other day which may be specified in
the Special Provisions.
The sixth sentence of the first paragraph is revised to read:
Recognized holidays shall be as follows: January a third
Monday of January, the third Monday of February, Memorial la
July 4, Labor Day, November 11, Thanksgiving Day and
following Thanksgiving Day, and December 25.
8
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1-08.6 Suspension of Work
The following is added after the last paragraph:
No claim by the Contractor under this clause shall be allowed
unless the Contractor has followed the procedures provided in
Sections 1-04.5 and 1-09.11.
1-08.9 Liquidated Damages
The fourth sentence of the fourth paragraph is revised to read:
For overruns in contract time occurring after the substantial
completion date, liquidated damages shall be assessed on the basis
of direct engineering and related costs assignable to the project
until the date of actual completion of all the contract work.
SECTION 1-09, MEASUREMENT AND PAYMENT
(March 24, 19861
.
1-09.2 Weighing Equipment
The fifth and sixth sentences in the second paragraph under Specific
Requirements for Platform Scales are revised to read:
All weigh or load tickets shall contain the gross weight, tare
weight, net weight and the identity of the material weighed. Tare
weights shall be taken of each conveyance at least twice daily.
The following paragraph is inserted after the second paragraph under
Specific Requirements for Platform Scales:
All commercial and certified weighers are required to check the
scales at least daily. The scale check methods and documentation.
procedures for scale checks and tare weights will require approval
by the Engineer. Checks shall be made throughout each day to 'see
that the scales are balanced and return to zero when no load is on
them.
1-09.6 Force Account
The second full paragraph including the sentence beginning with "The
10 percent supplemental markup...." 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 five percent of the total cost computed for 1, 2,
and 3 above for all administrative costs.
1-09.8 Payment For Material on Hand
The second paragraph is revised to read:
The cost of the materials produced by the Contractor such as sand,
9
gravel, surfacing material, or aggregates will be determined by
written evidence supplied by the Contractor in sufficient detail
to determine his actual cost to produce the materials.
The cost of other materials will be determined by invoices from a
material supplier in sufficient detail to determine the actual
cost. The Contractor shall furnish the Engineer a paid invoice
within 60 days of the initial payment. If the paid Invoice is not
furnished in the prescribed time, any payment that had been made
will be deducted from the next progress estimate until the paid
invoice is furnished.
1-09.9 Payments
The fourth paragraph is revised to read:
Failure to perform any of the obligations under the contract by
the Contractor may be decreed by the State to be adequate reason
for withholding any payments until compliance is achieved.
The fifth paragraph is revised to read:
Upon completion of all work and after final inspection (Section I-
05.11), the amount due the Contractor under the contract will be
paid based upon the final estimate made by the Engineer and
presentation of a Final Contract Voucher Certification signed by
the Contractor. Such voucher shall be deemed a release of all
claims of the Contractor except such claims, in stated amounts, as
are expressly identified and excepted from the Contractor's
certification on the final Contract Voucher Certification. The
date the Secretary signs the Final Contract Voucher Certification
constitutes' the final acceptance date (Section 1-05.12).
If the Contractor fails, refuses, or is unable to sign and return
the Final Contract Voucher Certification or any other documents
required for the final acceptance of the contract, the State
reserves the right to unilaterally accept the contract.
Unilateral acceptance will occur only after the Contractor has
been provided the opportunity, by written request from the
Engineer, to voluntarily submit such documents. If voluntary
compliance is not achieved, formal notification of the impending
unilateral acceptance will be provided by certified letter from
the Engineer to the Contractor which will provide 30 calendar days
for the Contractor to submit the necessary documents. The 30
calendar day deadline shall begin on the date of the postmark of
the certified letter from the Engineer requesting the necessary
documents. This reservation by the State to unilaterally accept
the contract will apply to contracts that are completed in
accordance with Section 1-08.5 or for contracts that are
terminated in accordance with Section 1-08.10. Unilateral
acceptance of the contract by the State does not in any way
relieve the Contractor of the responsibility to comply with all
10
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laws, ordinances, and regulations- Federal, State, or local
that affect the contract. The date the Secretary unilaterally
signs the Final Contract Voucher Certification constitutes the
final acceptance date (Section 1-05.12).
For the convenience of the parties to the contract it is mutually
agreed by the parties that any claims or causes of action which
the Contractor has against the State of Washington arising from
the contract shall be brought within 180 calendar days from the
date of final acceptance (Section 1-05.12) of the contract by the
State of Washington; and it is further agreed that any such claims.
or causes of action shall be brought only in the Superior Court of
Thurston County. The parties understand and, agree that the
Contractor's failure to bring suit within the time period
provided, shall be a complete bar to any such claims or causes of
action. It is further mutually agreed by the parties that when
any claims or causes of `action which the Contractor asserts
against the State of Washington arising from the contract are
filed with the State or initiated in court, the Contractor shall
permit the State to have timely access to any records deemed
necessary by the State to assist in evaluating the claims or
action.
1-09.10 Payment for Surplus Processed Materials
Item 2 and Item 4 of the first paragraph are revised to read:
2. Material that has a value of $1,000 or more as determined, by
actual production cost;.
4. The quantity of material derived by subtracting the actual
quantity used on the contract from 125 percent of the plan
quantity (or plan quantity adjusted by change order) or the
quantity of material derived by subtracting the actual
quantity used on the project from the actual quantity
produced, whichever is less.
Section 1-09 is supplemented by the following:
1-09.11 Disputes and Claims
1-09.11(1) Disputes
When disputes occur during a contract, the Contractor shall pursue
resolution.through the Project Engineer. If the negotiation fails
to provide satisfactory resolution to the dispute, the Contractor
shall follow the procedures outlined in Section 1-04.5. If the
negotiation resulting from the procedures outlined in Section 1-
04,5 fails to provide satisfactory resolution, the Contractor
shall pursue the more formalized method outlined below for
submitting a claim.
11
1-09.11(2) Claims
If the Contractor claims that additional payment is due and the
Contractor has pursued and exhausted all the means provided above
to resolve a dispute, the Contractor may file a claim as provided
in this section. If the written notifications provided in Section
1-04.5 are not given, and if the Engineer is not afforded
reasonable access by the Contractor to complete records of actual
cost and additional time incurred as required by Section 1-04.5,
and if a claim is not filed as provided in this section, then the
Contractor agrees to waive any claim for additional payment. The
fact that the Contractor has provided a proper notification,
provided a properly filed claim, or provided the Engineer access
to records of actual cost, shall not in any way be construed as
proving or substantiating the validity of the claim, If the
claim, after consideration by the Engineer, is found to have
merit, the Engineer will make an equitable adjustment in the
amount of costs to be paid and/or in the time required for the
work, If the Engineer finds the claim to be without merit, no
adjustment will be made.
All claims filed by the Contractor shall be in writing and in
sufficient detail to enable the Engineer to ascertain the basis
and amount of the claim. All claims shall be submitted to the
Project Engineer as provided in Section 1-05.15. As a minimum,
the following information must accompany each claim submitted:
(a) A detailed factual statement of the claim for additional
compensation and time, if any, providing all necessary
dates, locations,` and items of work affected by the claim,
(b) The date on which facts arose which gave rise to the
claim,
(c) The name of each State individual, official, or employee
involved in or knowledgeable about the claim,
(d) The specific provisions of the Contract which support the
claim and a statement of the reasons why such provisions
support the claim,
(e) If the claim relates to a decision of the Engineer which
the contract leaves to the Engineer's discretion or as to
which the contract provides that the Engineer's decision
is final, the Contractor shall set out in detail all facts
supporting its position relating to the decision of the
Engineer,
(f) The identification of any documents and the substance of
any oral communications that support the claim,
(g) Copies of any identified documents, other than State
12
documents and documents previously furnished to the State
by the contractor, that support the claim (manuals which
are standard to the industry, used by the Contractor, may
be included by reference),
(h) If an extension of time is sought, the specific days and
dates for which it is sought, and
(i) If additional compensation is sought, the exact amount
sought and a breakdown of that amount into the following
categories:
(1) Direct Labor:
(2) Direct Materials.
(3) Direct Equipment - The rates claimed for each piece of
equipment shall not exceed actual cost. In absence of
actual equipment cost, the rates for the equipment
when in use shall not exceed "Rental Rate Blue Book"
monthly rates and the standby rates shall not exceed
40 percent of the "Rental: Rate Blue Book" monthly
'i
rates with the operation cost excluded before the
calculation is made for establishing the standby rate.
costs The equipment shall broken t Identify
the following for each piece of equipment for which
the claim is made: r
(3.1) Detail description (e.g., Motor Grader Diesel
Powered Caterpillar 12 "G", Tractor Crawler
ROPS&Dozer included 'Diesel, etc.),
9
(3.2) The hours of use or standby, and
(3..3) The specific days and dates of use or standby.
(4) Job Overhead.
(5) Overhead (general and administrative).
(6) Subcontractor's claims (in the same level of detail as
specified herein is required for any subcontractor's
claims).
(7) Other categories as specified by the Contractor or the
State.
(j) A statement shall be submitted to the Project Engineer
containing the following language:
13
Under the penalty of law for perjury or
falsification, the undersigned,
(name) (title)
of
(company)
hereby certifies that the claim for extra compensation
and time, if any, made herein for work on this
contract is a true statement of the actual costs
incurred and time sought, and is fully documented and
supported under the contract between the parties.
Dated /s/
Subscribed and sworn before me this
day of
Notary Public
My Commission Expires
It will be the responsibility of the Contractor to keep full and
complete records of the costs and additional time incurred for any
alleged claim. The Contractor shall permit the Engineer to have
access to those records and any other records as may be required
by the Engineer to determine the facts or contentions involved in
the claim. The Contractor shall retain those records for a period
of not less than three years after final acceptance.
The Contractor shall pursue administrative resolution of any claim
with the Engineer or the designee of the Engineer.
Failure to submit with the Final Contract Voucher Certification
such information and details as described in this section for any
claim shall operate as a waiver of the claims by the Contractor as
provided in Section 1-09.9.
The•State will respond, in writing, toa claim filed by the
Contractor within 90 calendar days from the date the claim is
received by the State: PROVIDED that the Contractor is in full
compliance with all the provisions of this section.
Full compliance by the Contractor with the provisions of this
section is a contractual condition precedent to the Contractor's
right to seek judicial relief.
14
1-09.12 Audits
1-09,12(1) General
The Contractor's cost records on this contract shall be open to
inspection or audit by representatives of the State during the
life of the contract and for a period of not less than three years
after the date of final acceptance of the contract. The
Contractor shall retain these records for that period. The
Contractor shall also guarantee that the cost records of all.
subcontractors and agents shall be open to similar inspection or
audit for the same period of time. If an audit is to be commenced
more than 60 days after the final acceptance date of the contract,
the Contractor will be given 20 days notice of the time when the
audit is to begin. If any litigation, claim, or audit arising out
of, in connection with, or related to this contract is initiated,
the cost records shall be retained until such litigation, claim,
or audit' involving the records is completed.
1-09,12(2) Claims
All claims filed against the State shall be subject to audit at
any time following the filing of the claim.The audit may be
performed by employees of the State or by an auditor under
contract with the State. The audit may, begin at any time during
the life of the contract or on 20 days notice to the Contractor,
their subcontractors, or their agents if an audit is to be
commenced more than 60 days after the final acceptance date of the
contract. The Contractor, subcontractors, or agents shall provide
adequate facilities, acceptable to the Engineer, for the audit
during normal business hours. The Contractor, subcontractors, or
agents shall make a good faith effort to cooperate with the
auditors. Failure of the Contractor, subcontractors, or agents to
maintain and retain sufficient records to allow the auditors to
verify all or a portion of the claim or to permit the auditor
access to the books and records of the Contractor, subcontractors,
or agents shall constitute a waiver of the claim and shall bar any
recovery thereunder.
As a minimum, the auditors shall have available to them the
following documents:
(a) Daily time sheets and supervisor's daily reports.
(b) Union agreements.
(c) Insurance, welfare, and benefits records.
(d) Payroll registers.
(e) Earnings records.
15
(f) Payroll tax forms.
(g) Material invoices and requisitions.
-(h) Material cost distribution worksheet.
(i) Equipment records (list of company equipment, rates,
etc.).
(j) Vendor's, rental agencies', subcontractors', and
agents' invoices,
(k) Subcontractors' and agents' payment certificates.
(1) Cancelled checks (payroll and vendors').
(m) Job cost report.
(n) Job payroll ledger."
(o) General ledger.
(p) Cash disbursements journal.
(q) Financial statements for all years reflecting the
operations on this contract.
(r) Depreciation records on all company equipment whether
these records are maintained by the company involved, its
accountant, or others.
(s) If a source other than depreciation records Is used to
develop costs for the Contractor's internal purposes in
establishing the actual cost of owning and operating
equipment, all such other source documents.
(t) All documents which relate to each and every claim
together, with all documents which support the amount of
damages as to each claim.
(u) Worksheets used to prepare the claim establishing the cost
components for items of the claim including but not
limited to labor, benefits and insurance, materials,
equipment, subcontractors, all documents which establish
the time periods, individuals involved, the hours for the
individuals, and the rates for the individuals.
16
SECTION 2-01 CLEARING,.GRUBBING, AND ROADSIDE CLEANUP
(October 7, 1985)
2-01.2 Disposal of Usable Material and Debris
The second paragraph is revised to read:
The Contractor shall meet all requirements of state, county, and
municipal regulations regarding health, safety, and public welfare
in the disposal of all debris.
2-01,2(2) Disposal Method No. 2 - Controlled Burning
The heading, and text is revised to read:
2-01.2(2) Disposal Method No. .2 - Waste Site
Debris shall be hauled to a waste site obtained by the Contractor,
2-01.2(3) Disposal Method No. 3 - Chipping
The second paragraph is revised to read:
Stumps shall be hauled to a waste site obtained by the Contractor,
SECTION2-02, REMOVAL OF
STRUCTURES AND OBSTRUCTIONS
(October 7, 1985)
,
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 his expense.
Under no circumstance will the Contractor be allowed to waste
material within a wetland as defined in section 2-03.3(7). All
costs of disposal shall be included in the bid prices for other,
work.
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT
(October 7. 1985)
2-03.3(7) Disposal of Surplus Material
The following paragraph is added between the first and second
paragraphs:
Disposal of excess material within a wetland area will not be
allowed. 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.
17
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9-05.4(3) Protective Treatment
Treatment 3 in this section is revised to read:
y
Treatmen` - Coated inside and out with fibers embedded in r
the spelter .:.ating and then covered on both sides with asphalt.
9-05.4(5) Fiber Bonding gj.
This section is deleted.
9-05.7(2)A Reinforced Concrete Storm Sewer Pipe
The second sentence of the first paragraph is revised to read:
-Section 7.3.1 of AASHTO Designation M 170 shall be amended to
require that both bells and spigots shall be reinforced In pipe 30
inches in diameter and greater. e
9-05.9 Asbestos Cement Storm Sewer Pipe.
This section is revised to read:
9-05.9 Steel Spiral Rib Storm Sewer Pipe 9
Steel spiral rib storm sewer pipe shall be manufactured of a
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.
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 either by using a continuous helical lock seam
with a seam gasket or a continuous helical welded seam paralleling
the rib.
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 2
times the wall thickness (2t) -+ 1/8 inch (measured outside the
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 top surface of 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 a minimum of
0.10 Inch and a maximum of 0.17 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
23
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prices for the items involved.
The first paragraph under Item No. 5 is revised to read:
The lump sum contract price shall be full pay for all labor,
materials, tools, and equipment needed to build, dewater, and
remove the shoring, cribs, cofferdams or caissons.
If it is necessary to place riprap outside of cofferdams to repair
local scour, it shall be paid by agreed price or force account.
SECTION 3-03, SITE RECLAMATION
(October 7, 1985)
3-03,2(2) Contractor - Provided Sites
This section is supplemented by the following:
Under no circumstance will the Contractor be allowed to waste
material within a wetland as defined in section 2-03,3(7).
SECTION 7-05 MANHOLES GRATE INLETS DROP INLETS AND CATCH BASINS
March 3, 1986)
7-05,5 Payment
Items d, 2, and 3 in the first paragraph are revised to read:
1. "Manhole Under 12 Feet Inch Diam. Type _", per each.
2. "Manhole 12 Feet to 20 Feet Inch Diam. Type
each. per
3. "Manhole Over 20 Feet _ Inch Diam. Type
_ per each.
SECTION 9-00, MATERIALS
(MaV 27, 19861
9-00:7 Galvanized Hardware, ASTM Designation A 153
The first sentence of the first paragraph is revised to read:
An acceptable alternate to hot-dip galvanizing in accordance with
ASTM A 153 will be zinc coatings mechanically deposited in
accordance with ASTM B 695, providing (1) the minimum thickness of
zinc coating is-not less than that specified in ASTM A 153, and
(2) the process will not produce hydrogen embrittlement in.the
base metal. x,
SECTION 9-03, AGGREGATES
' (February 2 19872
9-03.1(2)A Deleterious Substances
This section is revised to read:
The amount of deleterious substances in the washed aggregate shall
not exceed the following values:
20
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pp
SECTION 2-06, SUBGRADE PREPARATION
September 8, 1986)
2-06,3(1) Subgrade for Surfacing
Item 6. of the first paragraph is revised to read: $
6. Compact the subgrade to a depth of 6 inches, Compaction shall
achieve 95 percent of the maximum density determined under the
tests described in section 2-03.3(14)D. If the underlying
material is too soft to permit proper compaction of the ,
subgrade, the Contractor shall loosen, aerate (or excavate and V1
remove), and compact the subgrade until the top layer can be x
compacted as required.
SECTION 2-09, STRUCTURE EXCAVATION
(October 13, 1986)
2-09.3(1)E Backfilling
The second paragraph is revised to read:
Alternative Source. When material from structure excavation is
unsuitable for use as backfill, the Engineer may: require the
Contractor to obtain material elsewhere; require the Contractor to
substitute selected material in accordance with section 2-03.3(10)
specifications; or require the Contractor to use other material
covered by the contract, if such substitution involves work that
does not differ greatly from what would otherwise have been
required. The Contractor shall provide backfill material as
provided in section 1-04.4 if neither selected materials nor other
contract materials are available.
2-09.3(2) Classification of Structure Excavation
The first sentence of the first paragraph Is revised to read:
Structure excavation required for bridge footings, pile caps,
seals, wing walls, and retaining walls shall be classed as
"Structure Excavation Class All.
s
2-09.3(3)A Preservation of Channel
Item number 6 is revised to read:
Place riprap around the outside of cofferdams to repair local
scour.
2-09.3(3)D Shoring, Cribbing and Cofferdams
The first sentence of the first paragraph is revised to read:
The Contractor shall provide plans showing proposed methods and
construction details of shoring, cribbing, or cofferdams in
accordance with section 6-02.3(16).
The fifth sentence of the first paragraph is revised to read:
18
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? L 4'
The Contractor shall not begin construction until approval has i=
been given by the Project Engineer. *
,
4
A
2-09.3(4) Construction Requirements, Structure Excavation, Class B ri<
The third paragraph is revised to read:
If workers enter any trench or other excavation 4 feet or more in r
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. Shoring and cribbing or extra excavation Class B
shall be incidental to and included in the unit contract price for
structure excavation Class B and shall include removal of the
shoring and cribbing, or backfilling of the extra excavation. If
select backfill material is required for backfilling within the
limits of structure excavation, it shall also be required as.
backfill material for the extra excavation at the Contractor's
expense.
2-09.4 Measurement
The second and third paragraphs are revised to read:
Horizontal Limits.The State will use the sides of the trench or
pit as horizontal limits in measuring, excavation. No payment for
structure excavation will be made for material removed (1) more
than i foot outside the perimeter of any pile cap, footing or
seal,' (2) more than 3 feet beyond the roadway side of a wing wall,
and (3) more than 1 foot beyond the other sides and end of a wing
wall.
Lower Limits. For a pile cap, footing or seal, the bottom
elevation shown in the plans, or set by the Engineer, will serve
as the lower limit in measuring structure excavation. For a wing
wall, the lower limit will follow a line parallel to the bottom
and 1 foot below it. Any swell from pile-driving will be excluded _
from excavation quantities.
The Horizontal Limit (distance from side of pipe barrel) for pipes 3
under 12 inches listed in paragraph five is revised to read:
Pipe Diameter Horizontal Limit (distance from side of
pipe barrel).
Under 12 inches1.0 foot for sanitary sewer,
I
VE
0.5 foot for all other (minimum trench
width for payment 1.5 feet). '
2-09.5 Payment
The following paragraph is added after the second paragraph:
Payment for reconstruction of surfacing and paving within the
limits of structure excavation will be at the applicable unit
19
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(1) Particles of specific gravity less than 1.95 . 1.0
percent by weight.
(2) Organic matter, by colorimetric test, shall not be darker
than the reference standard color.ASTM Designation C 40
unless other tests prove a darker color to be harmless.
9-03.1(2)8 Grading
The last paragraph is revised to read:
Fine aggregate Class 2 shall meet the requirements of AASHTO M6
Section 6, Grading, and Section 7, Uniformity of Grading. In
addition to the grading requirements listed in AASHTO M6 Section
6, fine aggregate Class 2 shall meet the following requirements:
Percent passing U.S. No. 200 sieve... 0 - 2.5 by weight
9-03.1(2)C Use of Substandard Gradings'
The second paragraph is revised to read:
Passing U.S. No. 8 95%
PassingU.S. No. 16 80%
Passing U.S. No. 30 60%
Passing U.S. No. 50 20%
Passing U.S. No. 200 02.5%
All percentages by weight
9-03.4(2) Grading and Quality
The table in this section is revised to read:
Crushed
Cover Crushed Screening
Stone % Passing
Passing
Sieve Passing 3/4"-1/2" 5/8"-1/4" 1/2"-1/4" 3/8"-#10 1/4'-0"
1" Square -- 100 --
3/411 .Square 100 95-100 100 --
5/8" Square 95-100 -- 95-100 100 -- -
1/2" Square -- 0-20 -- 95-100 100
3/8" Square -- 0-5 -- -- 90-100 100
1/4" Square 30-50 -- 0-10 0-15 50-75 90-100
U.S. No. 10 -- 0-3 0-3 0-10 30-60
U.S. No. 200 0-7.5 0-1.0 0-1.0 0-1.0 0-1.0 0-10.0
21
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% Fracture,
by weight
min. 75 75 75
Sand Equivalent 75 75 75
Min, 40 --
Static Stripping -- --
Test Pass Pass Pass
Pass Pass Pass
9-03,14 Gravel Borrow
The last paragraph is revised to read:
• If requested by the Contractor, the screen size may be increased
by approval of the Engineer if it is determined that larger size
aggregate will be satisfactory for the specified backfilling or
embankment construction.
SECTION 9-05 DRAINAGE STRUCTURES CULVERTS AND CONDUITS
IDecember 22. 7966)
9-05.1(2) Zinc. Coated .(Galvanized) or Aluminum Coated (Aluminized).
Corrugated Iron or Steel Drain Pipe.. -
The last sentence is revised to read:
Welded seam aluminum coated (aluminized) corrugated iron or steel
drain pipe with metallized coating applied inside and out
following: welding is acceptable.
9-05.1(4) Asbestos Cement Drain Pipe
This section is deleted.
9-05.2(1) Perforated Asbestos Cement Underdrain Pipe
This section is deleted.
9-05.2(4) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized)
Corrugated Iron or Steel Underdrain Pipe
The last sentence of the first paragraph is revised to read:
Welded seam aluminum coated
underdraln pipe with metallized ucoating )appliedainsideoandrouteel „
following welding is acceptable.
9-05.4 Steel Culvert Pipe and Pipe Arch
The last sentence is revised to read:
Welded seam aluminum coated (aluminized) corrugated steel pipe and
pipe arch with metallized coating applied inside and out following
welding is acceptable.
22
Y
} _ F.
?. r,
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.
When required spiral rib pipe shall be bituminous treated or
paved. The bituminous treatment for spiral rib pipe shall conform
to the requirements, of Sections 9-05.4(3) and 9-05.4(4.
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 meet the following quality
requirements:
1. The edges of the sheets within the cross-section of lock
seam shall lap at least 5/16 inch for pipe greater than 10
inches in diameter with an occasional tolerance of minus
30 percent of lap, width allowable.
2. The lapped surfaces shall be in tight contact.
3. There shall be no excessive angularity on the interior of
the `180 degree fold of the metal: at the rock seam which
will cause visual cracks in the sheet. Roller
indentations shall not cause cracks in the 'sheet or 'a loss
of metal-to-metal contact within the seam.
4. Tensile specimens cut from production pipe normal to and
across the lock seam shall develop the strength as
tabulated below:
Pipe Sheet Thickness Minimum Lock Seam Strength
Inches lb./in. of Width
0.064 425
0.079 650
0.109 875
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
gasketed helically corrugated 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.
24
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 metallizing 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 metallizing both inside and out.
9-05.9(3) Coupling Bands
Coupling bands shall be of the same materials as the pipe.
Coupling bands and gaskets shall conform to Section 9-05.10(1).
9-05.10 Steel Storm Sewer Pipe
This section is revised to read:
Steel storm sewer pipe shall conform to the requirements of
Section 9-05.4 for steelculvert pipe and shall be either
helically corrugated lock seam or helically corrugated continuous
welded steel pipe. Helically corrugated lock seam steel pipe
shall require protective Treatment 5. Welded seam aluminum coated
(aluminized) steel pipe shall require metallized aluminum coating
Insideand out following welding.
-9-05.11 Aluminum Storm Sewer Pipe
This section is supplemented with the following:,
When gasketed helically corrugated lock seam aluminum pipe is
called for, Treatment 5 is not required.
9-05.11(2) Basis for Acceptance
This section is revised to read:
The basis for acceptance of aluminum storm sewer pipe will be the
same as specified in Section 9-05.5(7), except when gasketed
helically corrugated lock seam aluminum pipe is called for. A
qualification test, conducted by the Headquarters Materials
Laboratory, will be required for each manufacturer of gasketed
helically corrugated lock seam aluminum pipe. Only those specific
pipe sizes and gasket materials approved under the qualification
test will be accepted.
9-05.15(2) Metal Frame and Grate for Catch Basins or Inlets
The heading for this section is revised to read:
9-05.15(2) Metal Frame, Grate, and Solid Metal Cover for Catch
Basins or Inlets
25
,
P
?h } i t
The first sentence of the second paragraph is revised to read:
Castings for grates and solid metal covers for catch basins and
inlets shall be cast steel or ductile iron as specified in
Sections 9-06.8 or 9-06.14 and as shown in the, Standard Plans.
9-05.17 Aluminum Spiral Rib Storm Sewer Pipe
The following is added after Section 9-05.16:
9-05.17 Aluminum Spiral Rib Storm Sewer Pipe
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.
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.
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 meet the following quality
requirements:
1. The edges of the sheets within the cross-section of lock -
seam shall lap at least 5/16 inch for pipe greater than 10
Inches in diameter, with an occasional tolerance of minus
10 percent of lap width allowable.
2. The lapped surfaces shall be in tight contact.
3. There shall be no excessive angularity on the interior of
the 180 degree fold of the metal at the lock seam which
will cause visual cracks in the sheet. Roller
indentations shall not cause cracks in the sheet or a loss
of metal-to-metal contact within the seam.
26
'-r
4. Tensile specimens cut from production pipe normal to and
across the lock seam shall develop the strength as
tabulated below:
Pipe Sheet Thickness Minimum Lock Seam Strength
Inches lb./in. of Width
0,060 170
0.075 245
0.105 425
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
gasketed helically corrugated 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.
9-05.17(3) 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).
SECTION 9-06, STRUCTURAL STEEL AND RELATEDMATERIALS
(December 9, 19851
9-06.5(3) High Strength Bolts
The last sentence in the fourth paragraph is revised to read: -
Tests -shall be made in accordance with the applicable ASTM
requirements.
9-06.15 Shear Connectors
This section is revised to read:
Manufacture and inspection of studs for shear connectors shall
conform to the requirements of Division II, Articles 10.3 and
10.19 of the current AASHTO Standard Specifications for Highway
Bridges.
9-06.21 Elastomeric Bearing Pads
The first sentence of the first paragraph is revised to read:
Elastomeric bearing pads shall conform to the physical property
requirements of the current AASHTO Standard Specifications for
Highway Bridges, Division II, Section 25.
9-06.23 Bolts and Bolted Connections
This section is deleted.
27
SECTION 9-07, REINFORCING STEEL
(September. 8, 1986)
9-07.1 Deformed Steel Bars
This section is supplemented by the following:
Deformed steel bars are referred to in the plans and
specifications by numbers; for example, #3, #4, #5, etc,
9-07.2 Plain Steel Bars
This section is revised to read:
Where plain steel bars are specified, they shall conform to the
chemical and physical properties of ASTM A 615, Grade 60, unless
specifically noted otherwise. Plain steel bars are indicated in
the plans and specifications by fractions of an inch; for example,
3/8"/.0,1/2"/ 0,5/8"/ 0, etc.
9-07.2(3) Spiral Ties
This section is deleted.
9-07.4 Wire Mesh
This section is revised to read:
Wire mesh for concrete reinforcement shall conform to the
requirements of ASTM Designation A 185, Welded Steel Wire Fabric
for Concrete Reinforcement or ASTM Designation A 497, Welded
Deformed SteelWire Fabric for Concrete Reinforcement. All wire
mesh shall be of an approved kind and quality of manufacturer.
9-07.5 Cold Drawn Wire
This section is supplemented by the following:
Cold drawn wire is noted in the plans and specifications by the
letter W followed by a number indicating the cross-sectional area
of the wire in hundredths of a square inch; for example, W2, W5,
W20, etc.
9-07.6 Prestressing Reinforcement
The first paragraph is revised to read:
Prestressing reinforcement shall be 1/2 inch diameter for
prestressed concrete girders or precast-prestressed concrete piles
and 1/2 or 0.6 inch diameter for cast-in-place prestressed
concrete.
9-07.7 Deformed Wire
The following new section is added:
9-07.7 Deformed Wire
Deformed wire shall conform to the requirements of ASTM
28
t Y t
Designation A 496, Deformed Steel Wire for Concrete Reinforcement.
Deformed wire is noted in the plans and specifications by the
letter D, followed by a number indicating the cross-sectional area
of the wire in hundredths of a square inch; for example, D2, D5,
D20, etc.
SECTION 9-14 ROADSIDE SEEDING AND ROADSIDE PLANTING
Se tember 22, 19861
This section, including the title, is revised to read:
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.1 Soil
9-14.1(1) Topsoil Type A
The topsoil shall be friable surface soil from the A horizon as
determined by the United States Agriculture Soil Conservation
Service Soil Survey. Topsoil shall be free from: materials toxic
to plant growth; noxious weed seeds, rhizomes, roots; subsoil;
stones and other debris. One hundred percent of the topsoil shall
pass through a 1 inch screen. Maximum electrical conductivity
shall be 2.0 milliohms and the maximum exchangeable sodium
percentage shall be SO percent.'
Topsoil Type A shall consist of a sandy clay loam, sandy loam,`
loam, clay loam, silty clay loam, or silt loam soil. These soil
textural classes shall be determined by the United States
Department of Agriculture Classification System. These textural
classes shall be restricted by the following maximum percentage
compositions based on the material passing the Number 10 screen.
Maximum Percentage
Separates Allowable
Sand 50%
Clay 20%
The maximum allowable percentage of gravel retained on a 1/4 inch
screen shall not exceed 20 percent by weight. Of the material
passing the 1/4 inch screen, the maximum allowable percentage of
gravel retained on a Number 10 screen shall not exceed 10 percent
by weight. Total organic matter shall be 1 percent to 10 percent
by volume. Organic matter shall be determined by the Walkley-
Black sulphuric acid dichromate digestion process. The pH shall
be 5.5 to 7.0.
9-14.1(2) Topsoil Type B
Topsoil Type B shall be native topsoil, as described in section 8-
01.3(2)B, taken from within the project limits either from the
area where roadway excavation is to be performed or from
strippings from borrow, pit, or quarry 'sites, or from other
approved State sources.
29
r
9-14.1(3) Topsoil Type C
Topsoil Type C shall be native topsoil meeting the requirements of
Topsoil Type B but obtained from a source provided by the
Contractor outside of the State owned right of way.
9-14,2 Seed
Grasses, legumes, or cover crop seed of the type hereinafter
specified shall conform to the standards for "Certified" grade
seed or better as outlined by the State of Washington Department
of Agriculture "Rules for Seed Certification", latest' edition..
Seed shall be furnished in standard containers on which shall be
shown the following information:
1 Common name of seed
2. Lot number
3. Net weight
4. Percentage of purity
5.- Percentage of germination (in case of legumes percentage
of germination to include hard seed)
`6. Percentage of. weed seed content and Inert material clearly .
marked for each kind of seed in accordance with applicable
State and Federal laws.
Upon request, the Contractor shall furnish to the Engineer
duplicate copies of a statement signed by the vendor certifying
that each lot of seed has been tested by a recognized seed testing
laboratory within six months before the date of delivery on the
project. Seed which has become wet, moldy, or otherwise damaged
in transit or storage will not be accepted.
9-14.3 Fertilizer
Fertilizer shall be a standard commercial grade of organic or
inorganic fertilizer of 'the 'kind and quality specified herein. It
may be separate or in a mixture containing the percentage of total
nitrogen, available phosphoric acid, and water-soluble potash in
the amounts specified. All fertilizers shall be furnished in
standard unopened containers with weight, name of plant nutrients,
and manufacturer's guaranteed statement of analysis clearly
marked, all in accordance with State and Federal laws.
'Fertilizer shall be supplied in one of the following forms:
1. A dry free-flowing granular fertilizer, suitable for
application by agricultural fertilizer spreader.
2. A soluble form that will permit complete suspension of
insoluble particles in water, suitable for application by
power sprayer.
3. A homogeneous pellet, suitable for application through a
Ferti-blast gun.
K,l
30
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S.L.
4. A'tablet or other form of controlled release with a
minimum oft year release period.
9-14.3(1) Lime
Agriculture lime shall be of standard manufacture, flour grade,
meeting the requirements of ASTM C 602.
9-14.4 Mulch and Amendments
9-14.4(1) Straw
All straw mulch material shall be In an air-dried condition free
of noxious weeds and other materials detrimental to plant life f,
.
Straw shall be seasoned before bailing or loading. Straw mulch so
provided shall be suitable for spreading with mulch blower
equipment.
9-14.4(2) Wood Cellulose Fiber
Wood cellulose fiber mulch shall be specially processed wood fiber
containing no growth or germination inhibiting factors and shall
be dyed a suitable color to facilitate inspection of the placement
of the material. It shall be manufactured in a manner that after
addition and agitation.in slurry tanks with water, the fibers in
the material will become uniformly suspended to form a homogeneous
slurry. When hydraulically sprayed on the ground, the material
shall allow the absorption and percolation of moisture.
Each package of the cellulose fiber shall be marked by the
manufacturer to show the air-dry weight content.
9-14.4(3) Bark
Bark mulch shall consist of Douglas fir, pine, or hemlock bark.
Itshall be ground so that a minimum of 95 percent of the material
will pass through a 1-1/2 inch screen and no more than 55 percent
,
by loose volume, will pass through a 1/4-inch screen. The bark
mulch shall not contain resin, tannin, or other compounds in
quantities that would be detrimental to plant life.
9-14.4(4) Sawdust -
Sawdust mulch shall be free of chips, chunks, and large splinters
,
and shall not contain resin, tannin, or other compounds in
quantities that would be detrimental to plant life.
9-14.4(5) Peat
The peat shall be derived from sphagnum moss and conform to ASTM D
2607 unless otherwise specified. Peat shall be shredded and
granulated to pass a 1/2-inch mesh screen and conditioned in
storage piles for at least six months after excavation. The peat
shall not contain substances harmful to plant life.
9-14.4(6) Vermiculite/Perlite/Pumice
Vermiculite, perlite, or pumice shall be horticultural grade and
free of any toxic materials.
31
Type A
Organic tackifier shall be derived from natural organic plant
sources containing no growth or germination inhibiting
materials. It shall be applied in quantities sufficient to
equal the retention properties of a CSS-1 asphalt emulsion
being applied at the rate of 400 gallons per acre. Tackifier
shall hydrate in water and readily blend with other slurry
materials. Wood cellulose fiber shall be added to the
tackifier as a'tracer at the rate of 150 pounds per acre. The
tackifier shall be sprayed on the mulch after it is in place
on the slopes,
Type H
Asphalt emulsion tackifier, a CSS-1 emulsion conforming to the
requirements of section 9-02.1(6).
9-14.5 Matting
9-14.5(1) Jute Matting
Jute matting shall be of a uniform open plain weave of unbleached,
single jute yarn treated with a fire retardant chemical. The yarn
shall be of a loosely twisted construction and shall not vary in
thickness by more than 1/2 of its normal diameter. Jute matting
shall be furnished in rolled strips approximately 50 yards in
length._
Matting width shall be 48 inches with an average weight of 0.92
pound per square yard. A tolerance of plus or 'minus i inch in
width and 5 percent in weight will be allowed.
9-14.5(2). Excelsior. Matting
Excelsior matting shall be a machine produced mat of wood
excelsior covered on one side with plastic netting or twisted
paper composition.
The excelsior matting shall have a minimum dry weight of wood
fibers of 0.8 pound per square yard, plus or minus 5 percent. It
shall be of uniform thickness, with the fiber evenly distributed
over the entire area of the mat.
The plastic netting shall have a 3-inch by 3-inch maximum mesh
size.
The width of matting and net shall be 36 inches, and the rolls
shall be approximately 150 feet long.
32
9-14.5(3)Clear Plastic Covering
Clear plastic covering shall meet the requirements of NBS
Voluntary Product Standard
PS
,
17-69, for polyethylene sheeting
having a minimum thickness of 6 mils.
9-14.6 Plant Materials
9-14.6(1) Description
Seedlings are plants grown from cuttings, seeds, or other approved
propagation methods
The
l
.
se p
ant materials do not normally show
form characteristic to species
n
ge
erally under three years of age
and less than 24 inches in height. Measurement i
b
s
y height in 3-
inch increments or by age and number of times transplanted,
t
Whips are bareroot, broadleaf trees, generally unbranched and
between 2 fe
t
e
to 6 feet in height. Measurement is by 1-foot
'height increments.
,
Broadleaf trees are branched, over 6 feet in height and measured
by caliper and/or height
.
A
Coniferous trees are over 2 feet in height and measured in height
and occasionally spread
.
Shrubs and
ground covers begin to show form characteristic to their
normal habit of
growth and are measured by height and/or spread.
Container sizes may be specified in addition to other
measurements, however, the other measurements shall govern.
9-14.6(2) Quality
All plant material furnished shall meet the grades established by
the latest edition
f
h
o
t
e American Standard for Nursery Stock,
shall conform to the siz
e and acceptable conditions as listed in
the contract, and shall be free
f
o
all foreign plant material.
All plant material shall comply with State and Federal laws with
respect to inspection f
or plant diseases and insect infestation.
All plants shall consist of live woody or herbaceous plant
material and shall b
e vigorous, well formed, with well developed
fibrous root systems, free from d
d
ea
branches, lichens, and from
damage caused by an absence
or an excess of heat or moisture,
insects, disease, mechanical or other
causes detrimental to good
plant development. Evergreen plants shall be well foliat
d
e
and of
good color. Deciduous trees which have solitary leaders shall
have onl
th
l
y
e
ateral branches thinned by pruning.
All coniferous trees shall h
ave only one leader (growing apex) and
one terminal bud.
Trees having a damaged or missing leader, multiple leaders, or Y-
crotches will b
e rejected.
•
33
?w.
Root balls of plant materials shall be solidly held together by a
fibrous root system and shall be composed only of the soil in
which the plant has been actually growing. The ball shall be
securely wrapped with jute burlap or other packing material not
injurious to the plant life. Root balls shall be free of weed or
foreign plant growth.
Plant materials shall be nursery grown stock. Plant material
gathered from native stands shall be held under nursery conditions
for a minimum of one full growing season, shall be free of all
foreign plant material and meet all of the requirements of these
specifications, the plans, and the special provisions.
Container grown plants must be plants transplanted into a
container and grown in that container sufficiently long for new
fibrous roots to have developed so that the root mass will retain
its shape and hold together when removed from the container.
Plant material which is rootbound, as determined by the Engineer,
will be rejected.
Container sizes, for plant material of a larger grade than provided
for In the container grown specifications of the American Standard
for Nursery Stock (A.S.N.S.) shall be determined by the volume of
the root ball specified in, the A.S.N.S. for the same size plant
material.
All bare root plant materials shall have a heavy fibrous root
system. All plants must be dormant at the time of planting.
Average height to spread proportions and branching shall be in
accordance with'the applicable sections, illustrations, and
accompanying notes of the American Standard for Nursery Stock.
Plants, which have been determined by the Engineer to have
suffered damage as the result of girdling of the roots, stem, or a
major branch; have deformities of the stem or major branches; have
a lack of symmetry; have dead or defoliated tops or branches; or
have any defect, injury, or condition which renders the plant
unsuitable for its intended use, will be rejected.
9-14.6(3) Handling and Shipping
Handling and shipping shall be done in a manner that is not
detrimental to the plants.
The nursery shall furnish a notice of shipment in triplicate at
the time of shipment of each carload or other lot of plant
material. The original copy shall be mailed to the Project
Engineer, the duplicate to the consignee and the triplicate shall
accompany the shipment to be furnished to the Engineer at the
job site. The notice shall contain the following information:
1. Name of shipper.
34
A ?1 3
Kl. t.
2. Date of shipment
3. Name of commodity. (Including all names as specified in
the contract.)
4. Consignee and delivery point.
5. State contract number.
6. Point from which shipped.
7. Quantity contained.
6. Certificate of grade. (Statement that material conforms
to the specifications.)
9. Size. .(Height, runner length, caliper, etc. as required.)
10. Statement of root pruning. (Date pruned and size of
pruning.)
11. Signature of shipper by authorized representative.
To acclimate plant materials to Northwest conditions, all plant
materials used on a project shall be grown continuously outdoors
north of the 42nd Latitude (Oregon-California Border) from not
later than August 1 of the year prior to the time of planting.
All container grown plants shall be handled by the container.
All balled and burlapped plants shall be handled by the ball.
Plant material shall be packed for shipment in accordance with
prevailing practice for the 'type of plant being shipped, and shall
be protected at all times against drying, sun, wind, heat,
freezing, and similar detrimental conditions both during shipment
and during related handling. Where necessary, plant material
shall be temporarily heeled in. When transported in closed
vehicles, plants shall receive adequate ventilation to prevent
sweating. When transported in open vehicles, plants shall be
protected by tarpaulins or other suitable cover material.
9-14.6(4) Tagging
Plants delivered as a single unit of 25 or less of the same size,
species, and variety shall be clearly marked and tagged. Plants
delivered in large quantities of more than 25 must be segregated as
to variety, grade, and size; and one plant in each 25, or fraction
thereof, of each variety, grade, and size shall be tagged.
35
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j yl'cp
2
.u :( a
d 9-14.6(5) Inspection '
The State will make no inspection of plant material at the source
except as it may elect. Control samples of plant material may be
submitted to the Engineer for approval as to size, grade, variety,
etc.; however, such approval shall not be considered as final
acceptance for payment. The Contractor shall notify the Engineer,
not less than 48 hours in advance, of plant material delivery to
the project.
9-14.6(6) Substitution c-2 Plants
No substitution of plant material, species or variety, will be
permitted unless evidence is submitted In writing to the Engineer
that a specified plant cannot be obtained and has been
unobtainable since the award of the contract. If substitution is
permitted, it can be made only with written approval by the
Engineer. The nearest variety, size, and grade, as approved by
the Engineer, shall then be furnished.
9-14.6(7) Temporary Storage
Plants stored under temporary conditions shall be the
responsibility of the Contractor.
Plants stored on the project shall be protected at all times from
extreme weather conditions by insulating the root balls with
sawdust, soil, or other approved material and shall be kept moist
at all times.
9-14.6(8) Sod
The available grass mixtures on the current market shall be
submitted to the Engineer for selection and approval.
The sod shall be field grown, one calendar year or older, have a
well developed root structure, and be free of all weeds, disease,
and insect damage.
Prior to cutting, the sod shall be green, in an active and
vigorous state of growth, and mowed to a height not exceeding 1
inch.
The sod shall be cut with a minimum of one inch of soil adhering.
9-14.7 Stakes, Guys, and Wrapping
Stakes shall be wood and shall be installed as shown in the plans.
The minimum size of wire used for guying shall be 14 gage, soft
drawn. Commercial Plant ties may be used in lieu of hose and wire
guying upon approval of the Engineer.
Hose for guying shall be nylon, rubber, or reinforced plastic and
shall have an inside diameter of at least 1/2 inch,
36
?
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{
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^ci ? t
-- ?s s?Kc?dfrum P ?j?' t tr lM +' tF m r
Tree wrap shall be a crinkled waterproof paper weighing not less
than 4.0 pounds per 100 s
quare feet and shall be made up of two
sheets cemented together with asphalt,
j
N
SECTION 9-28 SIGNING MATERIALS AND FABRICATION
'
.
- (May 28, 1985)
9-28,15(3) Aluminum Structures
This section is revised to read:
Welding of aluminum shall be in accordance with section 1.5.5 of
the Standard Specifications f
or Structural Supports for Highway
Signs, Luminaires and Traffic Signals, AASHTO 1975.
The Filler Alloy shall be 4043, 5356, or 5556 for Welding Base
Metals 6061 or 6063
to6061
6
.
,
063, 356,or.A356. Filler Alloy for
Welding Base Metal 5086 shall b
e 5356 or 5556.
e
37
SPECIAL PROVISIONS
The following special provisions supersede any conflicting
provisions of the 1984 Standard Specifications for Road, Bridge, and
Municipal Construction adopted in June, 1984, and the foregoing
amendments to the standard specifications and are made a part of this
contract.
It shall be understood that all references to state officers in
the above mentioned standards shall mean the corresponding county
offices for the purposes of this contract. For example, all references`
to Highway Commission shall mean the Board of County Commissioners, and
all references to the Director of Highways shall mean the 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, 1820 Jefferson Street, Port Townsend, WA,
98366, Telephone Number (206).385-3505.
PREQUALIFICATION OF BIDDERS
(October 22, 1984)!.. -
Section 1-02.1 is deleted for this project.
DATE OF OPENING BIDS
:(September 17, 1984)
Sealed bids will be received 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 13, 1987.
The bids will be publicly opened and read after 2:00 P.M. on this
date.
DESCRIPTION OF WORK
(January 25, 1982)
This contract provides for the improvement of Hastings Avenue West,
Including grading, drainage, and surfacing with C.S.T.C. and other
work, all In accordance with the attached Plans, these Special
Provisions, and the Standard Specifications.
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CONSIDERATION OF BIDS ,
(November 2, 1981)
Bidders are notified that all bids are likely to be rejected if the
lowest responsive bid received exceeds the Engineer's estimate by an
unreasonable amount. In the event all bids are rejected for this
reason, this project may be deferred for readvertising for bids until
a more competitive situation exists.
FUNDS
(July 28, 1986)
Washington State Rural Arterial Program and Jefferson County Funds are
involved in this project.
SURVEYING
(September 23, 1985)
Surveying-Roadway
The Contractor shall be responsible for setting and maintaining all
alignment stakes, slope stakes, and grades necessary for the
construction of the roadbed, surfacing, and paving, if such
construction is included in this project. Except for the survey
control data to be furnished by the State, calculations, surveying,
and measuring required for setting and maintaining the necessary lines
and grades shall be the Contractor's responsibility. Copies of the
State provided survey control data are available for the bidder's
inspection at the office of the Project Engineer.
To facilitate the establishment of these lines and elevations,' the
State will provide the Contractor with the following survey control:
1.` Elevation benchmarks and alignment center line control points
for the main line, one time only.
2. Provide the Contractor with technical advice if requested.'
3. Computed grades where needed.
4. Horizontal curve deflections.
5. One copy of transit notes showing reference to control points.
The Contractor shall give the State two weeks notification to allow
adequate time to provide the above data.
The State will spot-check the lines and elevations to ensure their
accuracy and that they are within the following tolerances:
1. Slope Stakes +0.1 foot
2. Subgrade blue tops set 0.05 below grade -+0.01 foot
39
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3. Stationing +0.1 foot
4. Alignment -+0.01 foot
5. Surfacing red and yellow tops +0.01 foot
6. Paving pins for surfacing or paving -+0.005 foot
Elope stakes, subgrade blue tops, and surfacing red and yellow tops
shall be at 50-foot intervals.
Paving pins shall be at 25-foot intervals,
These spot-checks will not change the requirements for normal checking
and testing as described elsewhere, and does not relieve the
Contractor of the responsibility of producing a finished product that
is in accordance with the Plans, Standard Specifications, and Special
Provisions of this contract.
In all 'disputes concerning accuracy of lines and elevations, the State.
shall be assumed correct and the Contractor shall correct the
discrepancies before construction work may proceed. No additional
compensation will be paid for this corrective work.
OTHER CONTRACTS OR OTHER WORK
Referring to the second paragraph of section 1-05,14 of the standard
specifications, the following work within the limits of this project
will be performed by others during the life of this project:
Utility relocations, installment and adjustment by various utility
companies listed elsewhere under UTILITIES.
The Contractor will work closely with all utilities and schedule
his or her work with theirs. -
The Contractor is advised that in the area between station 265+00
to station 273+00 power poles will remain until the grade
established is sufficiently close to finish grad to allow new
poles to be set by the utility and lines restrung to allow removal
of the existing poles.. The area around the existing poles shall
not be excavated within a radius of 2 feet of the pole and the
excavated slope outside of the 2 foot radius shall not exceed a
ratio of 1 to i before the existing poles are removed by the
utility.
Additionally, underground telephone cable relocation will be
accomplished by the utility through out and during the life of the
project.
Delays to the Contractor's work caused by the utilities
accomplishing their work will not be charged against the
40
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Contractor's contract time provided that no other work by the
Contractor can be accomplished during the time of the utilities
work. The Engineer shall be the judge of whether a delay of
contract time will be allowed.
No additional payment to the Contractor for delays, if any, caused
by the utilities will be paid. All work related to the
coordination of work, including delays, between the Contractor and
the Utilities is considered incidental to the various contract
unit prices.
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC
NATURAL RESOURCES
S June 11. 1984
In addition to the requirements of'Section 1-07.1,. the Contractor
shall comply with the following environmental provisions which are
made a part of the contract documents. A copy of the environmental
provisions is available to the Contractor at the Project Engineer's
office.
If the Contractor's operations involve work outside the areas covered
by the following environmental provisions he shall advise the Engineer
and request a list of any additional environmental provisions covering
the area involved. A copy of any additional environmental provisions
is also available to the Contractor at the Project Engineer's office.
s
Regulation I Olympic Air Pollution Control Authority 2
STATE SALES TAX
{November 2 1981)
The work on this contract is to be performed upon lands whose
ownership obligates the Contractor to
State sales tax. The
pay
provisions of Section 1-07.2(1) apply.
GAME AND FISHERIES REGULATIONS
(November 2 1981)
No hydraulic permits are required for this
Contractor's operations usedivert, obstruct, ortchunles angestheenatural
-
flow or bed of any river or stream, or utilize any of the waters of
the State or materials from gravel or sand bars, or from stream beds,
LOAD LIMITS
(November 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
41
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., Subparagraph 1 of the second
paragraph of Section 1-07.7 is deleted
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WAGE RATE FORMS
SMay 27, 1986)
Section 1-07.9 is revised by replacing the subsection titled Required ;s
Documents with the following:
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
oIntent to Pay L,
Prevailing Wages" (Form L &I Number700-29
approved by the
Washington State Department of Labor and Industries.
es.
,?.
Upon completion of this contract, the Local Agency must receive
from the Contractor and each subcontractor a co
py of "Affidavit of w` '
°
Wages Paid" (Form L & I Number 700-7) approved
Department of Labor and Industries. In addition, the Local Agency
must receive from the Contractor a copy of "Release for the
Protection of Property Owners and General Contractor" (Form L
&
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1. Number 263-83) approved by the State Department of Labor and
Industries. These affidavits will be required before any funds j
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 th
e project Involves more than one jurisdictional area, the
Contractor shall referen
th
ce
e area just after the occupation code
number. For example: 10-0010 YaR.E.
_
CERTIFICATION OF NON-SEGREGATED FACILITIES
INovamber 2, 1981)
The Contractor is advised that by signature of the bid for this
project the Contractor is deemed to have signed and agreed to the
provisions of the "Certification of Nonsegregated Facilities" which is
included and made a part of this bid proposal.
Subcontracts and materials supply agreements which exceed $10,000 also
require certification of nonsegregated facilities as set forth in the
proposal for this project. Section 1-08.1 is supplemented to require
that all requests for permission to sublet, assign, or otherwise
42
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dispose of any portion of this contract shall be accompanied by s!
evidence of this certification by subcontractors and materials
suppliers in compliance with the provisions of the Equal Opportunity
clause,
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SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
(March 24, 1986)
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1. General Application
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 will not
be responsive to these
?
specifications. Failure to comply with these requirements may
o
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nstitute 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
a. Minority: Blacks, Asians, Hispanics, and Native
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 Islands. This area includes, for example, China,
Japan, Korea, the Philippine Republic, and Samoa.
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.
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.
2. Contractors' Agreements
During the performance of this contract, the Contractor agrees as
follows:
43
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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.
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,
c. The Contractor will send to each labor union, employment
agency, or representative of workers with which he 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.
d. 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 bid specifications.
e.- 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.
3. 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:
44
1
furnish such other information as may be required on the forms.
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
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:
a. Progress payment requests will not be honored until steps,
agreed upon by the Washington State Department of
Transportation and Contractor, have been taken.
b, The contract may be cancelled or terminated.
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.
UTILITIES
(November 26,-1984)
Section 1-07.17 is supplemented by the following:
Locations and dimensions shown in the Plans for existing
facilities are in accordance with available information obtained
without uncovering, measuring, or other verification.
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
Call Center), for field location, not less than two nor more than
ten business days before the scheduled date for commencement of
excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved, A business day is
defined as any day other than Saturday, Sunday, or a legal local,
State, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
individually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existence of Chapter 19.122 RCW,
47
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Women - Statewide y
Timetable Goal
Until further notice
n
Minorities - by Standard Minorities - by Standard Metropolitan Statistical Area (SMSA)Area (SMSA)
Spokane, WA;
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 5.4%
WA Benton; WA Franklin
Non-SMSA Counties: 3.6%
WA Walla Walla
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 C1allam; 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 4.5%
WA Clark
Non-SMSA Counties: 3.8%
WA Cowlitz; WA Klickitat; WA Skamania; WA
Wahkiakum
b. If the Contractor or subcontractor(s) has been unsuccessful in
complying with Subsection 3.a, he/she shall broaden
recruitment, training, and job referral opportunities for
45
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minorities by undertaking each of the following:
(1) Notifying state and community organizations of
opportunities for employment, and shall retain
evidence of any notification and responses thereto.
Advertising in newspapers, newsletters, and other
publications which have a high minority 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 Washington State Department of
Transportation and the Washington State Human Rights 4.
Commission whenever the union with which the
Contractor has a collective bargaining agreement has a
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 what
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,
a:
(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.
4. 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 Report.
The Contractor and subcontractor(s) shall use the total employees
and work hours on the project for reporting purposes, and shall
46
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:
Puget Sound Power and Light Company
P.O. Box 555
Port Townsend,. WA 98368
<Ph: (206) 385-1004
Pacific Northwest Bell Telephone Co.
611 Sixth St.
Bremerton,. WA 98310
Ph: (206) 478-5681
Port Townsend Water Department CALL 48 HOURS
540 Water Street BEFORE YOU DIG!
1-800-424-5555
Port Townsend, WA 98368
Ph: (206) 385-2700
Port Townsend TV Cable
P.O. Box 811
Port Townsend, WA 98368
Ph. Toll Free 1-800-562-2263 S
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TRAFFIC CONTROL
The co- ntractor shall not stop or restrict traffic on weekends,
holidays, or during hours of darkness, unless otherwise approved by the
Engineer.
EMERGENCY TRAFFIC CONTROL
(January 9 ]9841
In addition to the requirements of section 1-07.23 of the standard
specifications, the following provisions shall apply:
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 employees available at any time. The State
48
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will furnish the Contractor with a similar list of the Engineer's '
employees.
t
When the Contractor's employees are called out to provide
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gency 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 of the standard
specifications.
No payment, other than provided for by section 1-07,23 of the
standard specifications, will be made for traffic control during ,
the Contractor's normal working hours or such hours as actually
worked.
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. Any deviation from the above
requirements shall have the written approval of the Engineer.
FLAGMEN, BARRICADES, AND SIGNS
(July 24, 1986)
The fourth paragraph of section 1-07,23(3) of the standard
specifications is revised as follows:
When flagmen are employed by the Contractor-to safeguard highway
traffic, the Contractor will furnish all equipment for use by the
flagmen. The equipment furnished shall be identical to that
furnished for and used by flagmen on County departmental
maintenance and engineering operations.
SIGNING
The Contractor shall submit a signing plan to the Engineer for approval
for Temporary signs and traffic control devices to be used during the
project.
49
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The Contractor is responsible for the erection and maintenance of all
temporary signs and devices throughout the contract,
Y .'
All costs and expenses for signing shall be incidental to and included
in the various unit contract prices and shall be full compensation for
furnishing all labor, tools, equipment and materials necessary to tai
remove, -install"and maintain all permanent and temporary signing and
removal and disposal of all temporary and unusable existing signs and
devices. All existing permanent signs and traffic devices not reused
on the project, shall remain the property of Jefferson County and shall
be stockpiled at the Hadlock County Shop.
ORDER OF WORK
The Contractor shall proceed with the project in such a manner that the 41
°Finished Sub Grade, Ballast, and C.S.T.C. will not be cut or disturbed'
to 'Install Drainage Structures, Utilities, etc. All underground
structures 'and 'utilities will be completed prior to final Grading and y
Compaction of the surfacing layers.,
PROGRESS OF WORK
(November 2, 1981) .ri
In accordance with Section 1-08.3, the Contractor shall
submit the prepare and
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
s 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.
TIME FOR COMPLETION
SNovember2, 1981) This project shall be completed in accordance with the provisions of
Section 1-08 within 40 working days.
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RIGHTS OF WAY
.
gEi ber•2, 1981)
The State has not completed the acquisition of title to the following
described property:
Parcel No. 001064019, Tract "D" of survey recorded under Auditor's
File #234977.
The Contractor shall not perform any work within these limits until
ordered to do so by the Engineer. The State has estimated that the
above described property will be available May 1, 1987 in accordance
with section 1-07.24 of the standard specifications.
50
CLEARING AND GRUBBING
(November 2 198]) I
Ciearing and 3983 grubbing on this
wth section 2-01 of the standardjspecificationseandrwithin theordance
following limits:
Clearing limits shall be set by the Contractor to the plans and
specifications provided by the County and shall be approved by the
Engineer prior to commencing work.
REMOVALOFSTRUCTURESAND OBSTRUCTIONS
{November 2 1981)
Payment
All costs for the removal of structures and obstructions as set forth
in Section 2-02 shall be included in clearing and grubbing.
ION OF SUBGRADE
November 2 2981)
Construction Requirements
A subgrade trimmer Is not required on this project but all portions of
Section 2-03 shall apply as though a subgrade trimmer were specified
on this project.
DISPOSAL OFSURPLUS MATERIAL
?Aucust 23 19821
In conformance with section 2-03.3(7) of the standard specifications, y
the following method(s) Is specified for the disposal of surplus
material:
The Contractor is not required to utilize the State provided waste
site "B" and may, if he so elects, make his own arrangements at
his own expense for the disposal of waste materials subject to the
provisions of section 2-03.3(7) of the standard specifications,
and shall protect the State from any and all damages arising from
his waste disposal operations.
All costs in connection with the preparation of waste sites and waste
deposits shall be incidental to and included in the contract unit price
for "Roadway Excavation, Including Haul", or "Unsuitable Foundation
Removal, Including Haul", whichever is applicable.
EMBANKMENT COMPACTION
Method "B" compaction shall be used for all embankments unless
otherwise specified by the Engineer.
51
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COMPACTION TESTING OF ROADWAY
The Contractor shall be responsible for all compaction tests required
for embankment and surfacing materials used on this project, including
subgrade, ballast, and crushed surfacing. Test procedures used shall
conform to the requirements set forth in the Washington State
-Department of Transportation 1984 Standard Specifications for Road,
Bridge, and Municipal Construction and its amendments.
Methods of testing and test schedules shall be approved by the Engineer
prior to commencing work requiring compaction testing.
All costs and expenses in connection with providing testing services
for compaction on this project shall be incidental to and included in
the unit contract prices for the various materials tested as specified.
CONSTRUCTION FABRIC
(November 26, 1984)
Description
If required by the Engineer, the Contractor shall furnish and place
construction fabric for filter or for soil stabilization in accordance
with details determined by the Engineer.
Materials
The material shall be a woven or nonwoven fabric consisting only of
long chain polymeric' filaments or yarns such as polypropylene,
polyethylene, or polyester formed into a stable network. The fabric
shall be inert to commonly encountered chemicals and soil conditions.
The materials shall be Permea-Tex 4200, Mirafi 140N, Crown Zellerbach
Fibertex 200 Grade or an approved equal. When used for soil
stabilization, the material may also be Mirafi 50OX in addition to the
above.'
The fabric shall be stored in a dry place off the ground., Rolls shall
be placed straight in piles. Under no circumstances, either during
storage or placement, shall the material be exposed to sunlight for
more than 40 hours.
Construction Requirements
The subgrade or area to be covered shall be graded to a smooth,
uniform condition free from ruts, potholes and protruding objects such
as rocks or sticks. The fabric shall be spread immediately ahead of
the covering operation. The fabric shall be smooth without excessive
wrinkles. For filter, it shall be overlapped a minimum of one foot
and for soil stabilization, it shall be overlapped a minimum of two
feet at all joints. The fabric shall be covered with material
designated in the Plans or by the Engineer. Equipment placing the
material shall not be operated directly on the fabric.
Should the fabric be punctured or the overlaps disturbed, backfill
around the damaged or displaced area shall be removed and the area
repaired to the Engineer's satisfaction at the Contractor's expense,
52
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Measurement
Construction fabric will be measured by the square yard of slope area
actually covered,
i, Payment
The unit contract price per square yard for "Construction Fabric for
Filter" or for Construction Fabric for Soil Stabilization" shall be
full pay for all labor, tools, equipment and materials necessary for
or incidental to the construction of the fabric as specified.
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
(AOrl1 14, 1986)
Measurement
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 determined by the
Engineer.'
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.
Final earthwork quantities will be computed, either manually or by
means of electronic data processing equipment, by use of the average
end area
method, from the slope stakes set by the Contractor to establish sub-
grade..
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
County Engineer.
Upon award of the contract, copies of the original ground cross-
sections will be furnished the successful bidder on request to the
County Engineer.
STRUCTURE EXCAVATION
Construction Requirements
Section 2-09 is supplemented by the following:
The Contractor shall adequately protect the existing pavement from
damage due to the Contractor's operations and shall shore or crib
all excavation adjacent to the existing pavement as specified in
Section 2-09.3(3)D. Existing pavement damaged by the Contractor's
operations shall be repaired by the Contractor at the Contractor's
expense. The repair shall be performed where directed and to the
approval of the Engineer.
53
2, Carson - Manufactured by Carson Manufacturing Co., Sausalito,
California
Fl
,
extron I Beam with fiberglass barb anchor
.
3, Safe-Hit - Manufactured by Safe-Hit Corporation, Hayward,
California
SH2**S
,
LP Flattened Guide Post with self-locking
clip,
** A two-digit number, which is the length above the anchor in
i
ch
n
es required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer'
s recommended burial depth.
` Flexible
guide posts, other than those listed above
will not be
c
,
a
cepted for use on this project.
Measurement and Payment
Measurement and payment for furnishing and installing the guide posts
as specified
shall b
,
,
e In accordance with Sections 8-10.4 and 8-10.5.
REMOVITG BITUMINOUS PAVEMENT
December 16 1985)
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall
remove bituminous pavement. The approximate
thickness of the
pavement is four (4) inches,
Construction Requirements
Prior to removal, the. Contractor shall use a vertical cut to delineate
the areas
f
o
pavement removal from those areas of pavement to remain.
The removed pavement shall become the property of the Contractor and
shall be removed fr
th
om
e project.
Damage caused to
portions of the pavement to remain, due to the
Contractor'
s operation, shall be repaired by the Contractor at the
Contractor's ex
pense and to the satisfaction of the Engineer.
Measurement
Pavement removal will be measured by the square yard prior to removal.
Payment
The unit contract price per square yard for "Removing Bituminous Pavement"
shall be full pay for furnishing all labor, tools, and equipment
necess
ary to perform the work specified including disposing of the
removed
pavement.
56
j,y
SOURCE OF MATERIALS
(June 14, 1982)
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)
Materials
If the sources of materials provided by the Contractor necessitates
hauling over roads other than State Highways, the Contractor shall, at
the Contractor's expense, 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,
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 of an operating
permit acquired from the Department of Natural Resources for
Contractor-provided sites shall be incidental to the materials to be
produced from said site(s).
ROADSIDE' SEEDING AND FERTILIZING
Where shown in the plans and where designated by the Engineer, the
Contractor shall seed and fertilize all disturbed areas and slopes in
accordance with the spe5.'.fications and these special provisions.
The Contractor shall seed with a commercially available grass seed
mixture, approved by the Engineer, suitable for playgrounds, applied at
the rate of 160 pounds per acre on all areas requireing roadside
seeding within the project. The Contractor shall apply sufficient
quantities of fertilizer to supply the following amounts of nutrients:
54
Y {v
y ;:
'
1¢ N
k
a raz
paraxa+ 4
Total Nitrogen as N - 135 pounds per acre, r
Available Phosphoric Acid as P205 - 60 pounds per acre.
t Soluble Potash as K20 - 60 pounds per acre,
If the Contractor elects to apply the seed and fertilizer by hand the
planted areas shall be raked by hand to achieve 1/4" - 1/2" cover over ?
the seed.
If the Contractor elects to apply the seed and fertilizer by
hydroseeding, a mulch, applied at the rate of 2,000 pounds per acre,
shall be incorporated into the mixture and raking operations shall be
deleted. '
The contract unit price per acre for "seeding" will be full
compensation for furnishing all labor, equipment, and materials
necessary to complete the work specified.
' FLEXIBLE GUIDE POSTS
June 2, 1986)
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall install guide posts in accordance with the contract
documents. In addition to these requirements, all posts must be
installed according to the manufacturer's recommended method of
Installation to the manufacturer's recommended burial depth but not
less than 18 inches.
Materials
The fifth paragraph of Section 9-17.1(1) is deleted.
All guide posts shall be a'minimum of 72 inches in length. However,
the final lengths shall be determined or verified by the Engineer at
the request of the Contractor.
The color of the post shall be white or brown as shown in the Plans.
r
Reflective sheeting shall be one of the following pre-approved
products:
1. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000 ,.
3. Dura-Brite
All flexible guide posts used on this project shall be one of the
following:
1. Carsonite - Manufactured by Carsonite Intl., Carson City,
Nevada, CRM-375 Carsonite Roadmarker with fiberglass barb
anchor.
55
y
E
t STANDAED PLANS
July 28. 19861
The State 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 and transmittal No. 86-001 dated January, 1986 ismove
a
part of this contract. In case of discrepancies, plans shall govern
over standard plans and standard Plans shall be considered the same as
plans as set forth in section 1-04.2 of the standard specifications.
The standard plans are revised as follows:
A-1
The title of the detail titled TYPICAL A.C.P. JOINT is revised to
read:
TYPICALCCP/ACP JOINT
The first line below the detail titled TYPICAL CCP/ACP joint Is
revised to read:
Crack to be routed to dimensions shown, -+1/811,
A_2
Sheet 1 of 2 and sheet 2 of 2'are deleted.
L
88=7
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 square-head nut. The length of the strap shall
permit sufficient bolt takeup to provide a tight connection. All
material necessary for the connection of the flared end section to
the corrugated pipe shall be supplied by the manufacturer of the
flared end section.
C-2
All references to "37-6" Parabola" are revised to read "371-6"
Parabola".
57
G-4a
The note under the "POST D ETAIL" is re vised to re ad:
Typical for
through 811x multi-post
12" instal 4"x 6" inst
latio allations a nd all 6"x 6"
required for any 4"x 4
" ns. Holes and not
" installations or fo ch are not
4
x 6" installation. r any single post
J-1b
The note on the
read: foundation detail referencing J-9 is changed to
See Standard Plan J-1e.
J-8
The notes on the
rod, see J-3a" a signal support elevati
nd "See St'd on referencing "To ground
Details" are deleted. Plan J-6b for Signal Mounting
The
revi following are Standard Plan
sion applicabl numbers and their date of last
e at the time this projec t was adver tised:
A-1
C-3 . 7/19/85
. 12/04/85 C-2f. .
H-3a . 12/06/85 H-3a. .
.3/18/85
C-4 4/08/85 ...
H-4a. . . 3/18/85
12/28/84
C-5 .
B-1 . . 1/21/85 H-5 . 6/28/85
,
B-1a. 3/29/82
. 3/20/81 C-6 . . .
C-6 12/04/85 H-5a. .
'
6/28/85
B-lb. . •-11/26/85 C-6a. 8/27/85
1/21/85 H-5b, ,
. 6/28/85
B-lc.
. 3/20/81
C-6b.
1/21/85 H-5c. . ,
H-6 7/17/81
B-2 ,
B-2a.
9/19/83
.. 12/12/83
C-6c., .
11/26/85 ,
H-7
7/17/81
5/07/85'
B-2b. . • 3/19/84 C-6d..
C-7 12/06/85 H-7a.
, 11/2
/83
B-4. . . 1/25/80 C-8 11/26/85
1/21/85` H-8 6
1
1/26/79
B-4a,
B-4b. . 1/25/80
. -9/07/84 C-8a,
1/21/85 H-9 . .
H-10., , 2/22/82
10/26/84
B-4c.' .
. 9/07/84 C-8b.
C-8c. .6/04/85 H-11. 9/19/83
B-4f.
B-4g 9/19/83
9 1-1 • 11/26/79
.
B-4h. • , .
/19/83
•, . 7/12/84 D-2d.
D-2e 2/13/81 I-1a. . . 11/26/79
B-5
. 11/26/79 .
D-2f. 2/13/81
2/13/81 I-2
2/04/82
a,
B-5a.
B-6 . ,11/26/79
. 11/26/79 D-2g. . . 2/13/81 J-1 .
B-6a.
. . 11/26/79 D-3 . . .
D-4 1/25/80
5/23/83 J-1a. . . 2/13/81
B-6b..
. , 11/26/79
D-5 ...
8/24/79 J-1b. . .
J-S 10/31/75
B-7,
B-7a.
. , 3/19/84
. . 3/29/82
D-5a. . .
D-6
12/21/84 c. .
J-1e.
B-8 .
. . 12/19/75 .
D-6a., . 10/19/79
10/19/79 J-1f. . . 7/17/81
B-8a.
B-9 •
. . 3/29/82
• • 2/22/82
D-6b. . .
10/19/79 J-3 .
J-3b. . .
11/07/75
B-10.
. . 1/25/80 D-7
D-7a. . . 1/04/80
1/04/80 J-3e. ,
'
2/04/82
J-5a. • 7/17/81
58
` ? ?, X 1 4 :"? I L l S 1
B-11. . . 1/25/80 D-8 1/04/80 J-6c, 2/22/82
B-12. 1/25/80 J-6f. . .. 2/22/82
B-13a 12/02/85 E-1 . . . 1/04/80 J-6g. . , 2/22/82 '
• B-13b , .. 12/02/85 E-2 9/19/80 J-6h. 2/22/82
B-13c ..12/02/85 E-3 .. 11/26/79 J-7a. 2/22/82
B-13d 12/02/85 E-4 . . . 9/19/80 J-7c. 2/22/82
B-14... . 12/02/85 E-4a. . , 9/19/80 J-7d. . . 10/05/84
B-15.. , 10/19/79- E-5 . . . 1/25/80 J-8 . 2/13/81
B-17.. . 11/26/79 J-8a. 5/23/83
B-18. . . 3/19/84 F-1 . . . . 11/26/79 J-9a, 7/17/81
B-18a . . ,9/06/83. F-2 . 11/26/79 J-10. .
B-18b'. . 10/03/83 F-2a. . . 11/26/79 J-11a :. 7/19/85
B-18c . - .1/28/85 F-2b. . . 11/26/79
B-19.' . .. 10/03/83 F-4 . . . 11/26/79 K-1 • • 7/17/81
-B-20. .. X9/19/83 F-5 . . .. 11/26/79 K-2 7/17/81
B-20a .
` ,9/19/83 F-6 . . 1/28/85 K-3-. 7/17/81
B-20b ,9/06/83 K-4 . -7/17/81
B-20c. . .9/06/83 G-1 . . , 10/17/83 K-5 . : 7/17/81.
B-20d . ,9/19/83 r G-2. . . 9/06/83 K-6 .7/17/81
B-20e . ' .9/26/83 G-2 9/06/83 K-7
. 7/17/81
.
B-21. . . 12/04/85 G-2a. . , 12/21/73 K-8. 7/17/81
B-22. .9/19/83 G-2b, . .12/19/75 K-9. 7/17/81
B-23a 11/08/85. G-3 . . 11/26/79 K-10. .7/17/81
'.B-23b. ;. 11/08/85 G-3a. . . 11/26/79 K-11. 7/17/81
B-23c .11/08/85 G-4a. . . 7/17/81 K-12. . 7/17/81
B-23d.. 11/08/85 G-5 . . .. 11/07/75 K-13. . 7/17/81
B-24 11/08/85 G-6-. . 10/24/75 K-14. 7/17/81:-
. G-6a. . .8/31/73 -.K-15. . . 7/17/81 ,
`C-1>. .11/26/85 G-7 . . ...2/04/82 K-16. 4/26/82
C-1a.... . 11/26/85 G-8 . . . 1/28/85
C-lb. . 1/21/85 G-8 . .1/28/85 L-1 . 1/21/85
C-2 . 1/21/85 G-8a. . . 10/18/85 L-2 . 1/21/85
C-2a... . 11/26/85 G-8a. . '. 10/18/85 L-3 1/21/85
C-2b. 1/21/85 G-8a. . .10/18/85 L-4 1/21/85
C-2c. . . 1/21/85 L-5 . . . 1/21/85
C-2d. . . 1/21/85 H-1. . . 5/17/85 L-5a. 1/21/85
C-2e. . . 1/21/85 H-3 . . . 3/19/84 L-6 . . . .1/21/85
?l
59
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S
PROPOSAL
TO: The Board of Jefferson County Commissioners
Jefferson County Courthouse
Port. Townsend, We, 98365
THE UNDERSIGNED AS BIDDER DECLARES;
That he/she has personally examined the site and premises of the proposed
improvement and determined the amount and character of the work and
material necessary to complete same in compliance with the accompanying Y
contract plans, and specifications; that he/she has been regularly engaged ly.
in contract work for years. The undersigned proposes and agrees if
1
this proposal is accepted, to provide all necessary machinery, tools and xr'
equipment, and all other means of construction to do all the work and in
the manner therein prescribed and according to the requirements of the'
Engineer as therein set forth at and for the total sum set forth below
which sum shall be 'adjusted in final settlement according to the amount.
the actual quantities in construction are increased or decreased from the
amounts given in the list of quantities at and for the following unit '
prices:
..PLAN ITEM ;
:# :QUANTITY:UNIT DESCRIPTION AMOUNT 'TOTAL
----------
"
I
--------------------------------- -:------------------------------------- ---:--- ---
:1 :LUMP SUM: L S : MOBILIZATION
-- -------- ----- --------------------------------- --------- ----------
--------------------------------- --------- ----------
::'
:2 3.66 :ACRES: CLEARING AND GRUBBING
a` --------------------------------- : --.----------
•
:3 16,444 ;SQ Yr
--
--------
---°
:
•
•
:--------------------------------- :--------- :-----------
:4 9,406 C.Y.: ROADWAY EXCAVATION, INCL. HAUL -
--------
-----
:--
.
:
:--------------------------------- :--------- ----------
:5 504 C.Y.: STRUCTURE EXCAVATION CLASS B, ,
- ---------------------
------------ :--------- :----------:
• INCLUDING HAUL ,
:--:--------'--
---:---------------------------------:--------- -----------
:6 , 5,714 C.Y.: BALLAST - TRUCK MEASURE ,
--:--------
-----
.
:
:--------------------------------- :--------- :----------:
:7 4,004 TONS: CRUSHED SURFACING TOP COURSE- ,
-----
:--:--------
:
:--------------------------------- :--------- :----------:
:8 50 :M.GAL: WATER
--------------------------------- --------- ----------
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PLAN ITEM
:# .QUANTITY:UNIT DESCRIPTION
AMOUNT TOTAL
265 :L.F. -
INSTALL PLAIN CONCRETE CULVERT
;--:-- PIPE 12" DIAMETER
-
--
_ :10:. 375 :L.F. ------------------------------- --------
---------:
INSTALL PLAIN CONCRETE CULVERT
---
--:--------
- -PIPE
24" DIAMETER :r
-
;
52 :L.F.
:-- -------- : ----- ,
-
------
--------------------- :---------'--------
REMOVE EXISTING CULVERT PIPE
--------
zt.s
:12:. 14 :EACH :
-----
:. REMOVE & RESET EXISTING
•
•-- MAILBOXES
--- ':7..
:13: 15 :EACH •
.--
------------------------------
;--- ----:----------
.REMOVE & RESET EXISTING SIGNS :
-------
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:14;
2 :EACH
-- ---:----- --------------------------
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:--- ----:
INSTALL DROP INLET TYPE I
-----
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:
:15: . 1 EA.
•--:--------:-----: --------------------
--------:---------
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INSTALL CATCH BASIN TYPE2
-------
-
-
:16; 54 :C.Y. :
:--:--------:-----: --------
---
GRAVEL BACKFILL.FOR PIPE BEDDING:
--------
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,17:LUMP SUM:L.S.
-:--------
---- --
-----------------------:--- -----:--
SURVEYING
:
-:
18: 9,147 :C.Y.
•--.-------- :----- ' --------------------
UNSUITABLE FOUNDATION INCL. HAUL:
----------
'
:19: 7646 :C.Y.
•--:--------:-----' -----------------------
EMBANKMENT COMPACTION
----
-
'
.20:LUMP SUM:L.S. ;
------------ -----------
--
------------ ::----------:
.TRIMMING AND CLEANUP - ,. ---------
.
----
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21:ESTIMATE EST ------------------- ___
LABOR FOR TRAFFIC CONTROL
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- 1560'
--------------------------------
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:22: 24 : C. Y.
• ° : °------:-----: ----------
:
DITCH EXCAVATION INCLUDING HAUL :.
--------
:23: 3.18 :ACRE
:--:--------:-----:- --------------
SEEDING, FERTILIZING, MULCHING ;
-------
:24: 5.5 :C.Y.
- -------
8" QUARRY ROCK
-------------------------------- --------- ----------
TOTAL BID
A proposal guarantee in the sum of 5% of the total bid is attached hereto'
in the amount of
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3r "ij ? ,jw 7'e ? E.
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NAME OF BIDDER
ADDRESS
Signature of Authorized Official
Title
Dated this day of 1987.
G
73
CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
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
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to withdrawal
until after final acceptance of the work.
Date Signed
C. I hereby. elect to have the Owner invest the retained percentage of this
..
contract from time to time as such retained percentage accrues.
I hereby designate
as the repository for the escrow of said funds.
I hereby further agree to be fully responsible for payment of all costs or
• fees incurred as a result of placing said retained percentage in escrow
and investing it as authorized by statute. The Owner shall not be liable
in any way for any costs or fees in connection therewith.
Date Signed
74
M
STATE OF WASHINGTON)
COUNTY OF JEFFERSON)'ss
The undersigned, being duly sworn, deposes and says that the person, firm,
association, co-partnership or corporation herein named, has not, either
directly or indirectly, entered into any agreement, participated in any
collusion, or otherwise taken any action in restraint of free competitive
bidding In the preparation and submission of this proposal to Jefferson County
for consideration in the award of the contract.
(Contractor).
Subscribed and sworn to before me this,_day of 19-
Notary Notary of Public in and for the State
of Washington, residing at
l_ 75
Dals
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DIARY OF RIGHT OF WAY ACTIVITIES
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Project No. SR Tllle Parcel
75. Federal Aid No. Malline Address of Subject Owner
R/W Location of Subject
DATE ACTIVITIES
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JEFFERSON TITLE COMPANY
JOHN C. NESSF'.
GwnetlMenepr
ORDER NE.: R-30118
DATED: October 12, 1987
THE UNDERSIGNED HEREBY ACKNOWLEDGES THAT THEY HAVE RECEIVED A COPY
OF PRELIMINARY TITLE REPORT , R-30118 AND IT HAS BEEN EXPLAINED
TO THEM OR READ BY THEK.
THE UNDERSIGNED FURTHER ACKNOWLEDGES THAT PARAGRAPHS NO.
1 and 2 on Schedule 4,WHICH WILL REMAIN IN, THE POLICY
TO BE ISSUED, ARE N07 INCONSISTENT WITH THEIR INTENDED USE. "
PURCHASER FURTHER AGREES TO ASSUME AND TO PAY ITEMS SET FORTH IN
PARAGRAPHS N0.' n/a ON SAID Schedule B OF SAID
REPORT.
DATED: SIGNED:
ar i
DATED: SIGNED:
COUNTY OF JEFFERSON
DATED: SIGNED:
DATED: SIGNED:
936 WeshIVOn St. • P.O. Box 256, Port Townsend, WA 98368 • (298) 3852000
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JEFF'EFSO1< T1'!'LL
® CON3A... ? ESCROY' ? 2132 E
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bt^_'EP.F ESCP,Oi+ ST ORD£F $ R.-30118
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SELLEh; HILL, Mark F:.
cti.
PURCRASEF;: COUNTY OF JEFFERSON July 1, 1987
CLOSI
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DATE: s.
AGEN?: NONE
DEE" CREDI
Sale_ P:71C-
10,000
. 00
Prc rate rea'_ estate taxes
Pre rate assessments
Escrow fee - 1/2 plus tax
4'?r
Contract Collection fee - 1/2
Interest adjustment
Recording fee .R
AJ,
s Mortgage Title Insurance
Note and Deed of Trust balance
Contract balance •
?i
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Earnest Money 10,000 00
Balance due x
TOTALS
_ 10,000. 0 10,000 00
APPROVED this
day of
19
COUNTY OF!-JEFFERSON
BY:
BY:
,The above figures are based on the closing of this sale as of th
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adJdu
date ave. Any items
interest
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0
CLOSING ESCROW
INSTRUCTIONS
ESCROW NO 2132
PRELIMINARY TITLE COMMITMENT N0. R-30115
JEFFERSON COUNTY, WASHINGTON June , to /
IM
TO: JEFFERSON TITLE COMPANY. INC.
P.O. BOX 256, 2205 WASHINGTON STREET
PORT TOWNSEND, WA 96366
SELLER herein deposits with you under these instructions the following:.
(. ) Earnest Money Receipt and Agreement
1 1 Renegotiation Certificate
(x) Warranty Deed
( Sales Tax Affidavit
( ) Real Estate Contract and Fulfillment Deed
( 1 Purchaser's Assignment of Contract and Deed _
(. ) Seller's Assignment of Contract and Deed
hi
w
ch you are instructed to deliver, release and/or record when you have for the account of Seller the full sale price
TEN THOUSAND AND NO/100------------------
------------------------- Dollars ($10 , 000.00 subject to
any charges and/or credits authorized herein, and d
PURCHASER herewith deposits with you the Total Purchase Price of $ 10,000-00
{K
less Earnest Money in the amount of $ 10 , 000. 00 , previously paid to Jefferson Title
Company Inc
in the form of cash and the balance of $ n/a
in the form of an executed real estate contract or an executed Promissory Note and Deed of Trust, as attached hereto In favor of
/
n
a which sums and documents
you are instructed to
use when:.
you are able to close according to the terms and conditions set forth in the Earnest Money Receipt and Agreement (end 7+;.R
Renegotiation Certificate(s), it any,) attached thereto and in compliance with these instructions, and issue your policy (or policies)
' li
of title insurance in the amount (or amounts) as follows:
&I Owner's or 0 Purchaser's M Standard 0 Extended Form with liability of $ 10, 000. 0 nsunng the Purchaser(s)
'
0 Mortgagee
s 0 Standard ? ALTA Form with liability of $
Insuring
0 other . yas
containing the insuring clauses, exceptions, exclusions, provisions and stipulations customarily contained in the printed provi• r^?
sions of such form and
a. Conditions, restrictions or reservations as may be contained in the plat or Federal or State patents.
b. Matters attaching by, through or under the Grantee.
C. The following paregrepl? cgntajned in the above-noted Preliminary Commitment
1 and 2 r r ic'H l3
d.
t. You are instructed to disburse deposited funds pursuant to Closing Statement(s) examined and approved by the parties hereto
and by this reference made a part hereof'
2. The undersigned have examined and hereby approve for use in this escrow the following documents as to content and form:
Excise Tax Affidavit
i
3. Pro-ration: You are instructed to pro-rate as of n/a
the following: n/a
Assume a per diem basis in any pro-rate herein provided, except rents which shall be prorated on a 30-day month, and unless
parties otherwise instruct you, you are to use the information contained In the last available tax statement, rental statement
as provided by the Seiler, beneficiary's statement, and fire Insurance policies delivered Into escrow for the prorates provided
above. In the event any beneficiary's statement reveals a deposit, account or funds for a future payment of taxes, Insurance
or other future payment obligations of the ben, you are to '
-I11a
4. All money received by you in this escrow is to be deposited In your trust account pending closing. Interest earned, B any,
Is hereby agreed to be released to Jefferson Title Company, Inc.
5. You are instructed that all money and documents required by you herein shall be deposited with you on or before the date
next set forth below. If this escrow has not been placed in a condition to close by
-..... August 1 1987 , the above items deposited by me (us) are to be returned to me (us) upon written
demand, at which time I" will pay all your charges In connection herewith, but in the absence of such written demand, you
will proceed with these instructions as soon as practicable.
(Continued on back)
. ,I
6. These closing escrow instructions may be executed in counterparts with like effect as it all signatures appearea on a single
cop\
7 These escrow instructions are not intended to amend, modify or supersede the terms and conditions set form in Ina Eames!
..Money Receipt and Agreement land Renegotiation Certificate, it any, attached thereto). Escrow is to De concerned only war
me provisions specifically set loan in these instructions and identified by the Buyer and Seller as conditions to Ina closing
of this escrow
5... You are instructed to furnish to any broker or lender identified with this transaction or anyone acting on behall at such lender,
any information concerning this Escrow upon request of said broker or tender.
9. Shoula any disputes arise between parties interested in property or tunas covered by these Instructions, you shall have the
option to hold all matters pending in their then existing status or to join in or commence a court action, deposit the money
and documents reterreo to herein into the Registry of the Court or upon holding this escrow open for determination of the
rights of the parties, you will De relieved of all responsibility. It is further agreed that in the event of any suit or claim made
against you Dy either or both parties to this agreement, trial said parties shall be required to pay you all expenses, costs and
reasonable attorneys fees in connection therewith, whether suit is instituted by you or any of the parties hereto:.
It is clearly understood that this escrow is for CLOSING purposes only and is NOT to be construed as a "true escrow," as
NO provision is made to insure that the deed to be given in fulfillment of a contract will survive death or incompetency of
the Grantor..
10.ADDITIONAL INSTRUCTIONS: -
NONE
NOTICE OF COMPLIANCE WITH A.P.R. 12 -
DECLARATION OF SERVICES:
1. The closing officer is not acting as the advocate or representative or either of the parties;
2. The documents prepared by the closing officer will affect the legal rights of the parties;
3. The parties' interests in the documents may differ;
4. The parties have a right to be represented by lawyers of their own selection; and
5. The closing officer cannot give legal advice as to the manner in which the documents affect
the parties.
The Closing Officer is only permitted to sebn and complete documents which have JEF ER N TITLE COMPANY I
t been approved by the Limited Practice Board In rice with a O wriften ng agree, by loci Office
F merit which contains all of the bask terms s of of the trunse tnnaenbn. The Cbainp officer
is not permitt ed to negotiate terms which are not included in the written agreement.
The Closing Officer is not permitted to practice law
v
ane W. Swanso
Mark K. Hill
3Ye
Seller
Purchaser
Received Received by:
Jefferson Title Co. by -Jefferson This Co. by
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FJEFFERSON TITLE COMPANY
June 4, 1987
Kenneth Endorf
Contract Right of Way Agent
4524 - 27th Ct. S.E.
Lacey, WA 98503
RE: HILL, R-30118
Dear Mr. Endorf:
Please find enclosed a copy of a letter that I received
from the Department of Justice concerning the Regan judgment
on the above referenced transaction.
I'am confused as to who is going to pay the $1,000.00 for
the release. I would appreciate any light that you could shed
on thin matter for me.
If you should have any questions, please feel free to
give me a call.
Sincerely,
J FF RSON TITLE C ANY, INC.
J ne .Swanson, Escrow Officer
encl.
jws
cc: Mark K. Hill
Eric Engle
PO. Box 256 - 2205 Washington Street, Pon Townsend, WA 98368 • (206) 385-2000
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KENNETH ENI)OR
Contract RigILL of Nay Agent
Ilea] Estate Services PHONE (206) 456-1742
Acquisition - Relocation - Appraisal
March 19, 1987
Mr. Eric Engle
P. 0. Box 621
Port Townsend, WA 98368
Re: Jefferson County
Hastings Avenue West
,County Road Improvement
Hill-- Contract Purchaser
Dear Mr. Engle:
Please recall our telephone conversation the other evening re-
garding the payments or completion of payment of your contract
with Mr. Ma_k K. Hill.
As I stated, Jefferson County has deposited $10,000 in escrow
with Mr. Hill at Jefferson Title Company in Port Townsend.- As per
the warranty deed signed by Mr. Hill and also placed in escrow, he
is to furnish the county with clear fee title. C?,,
The escrow has not closed because Mr. Hill has T??ae•-judgment/on the
title through the acquisition.of the contract from Mr. MiciH{ael Regan.
Mr. Hill was uninformed of thde judgment in his dealings with
Mr. Regan and is attempting to clear them The judgments a4 with
the U.S. Department,of Justice and are being administrated by
Ms. Barbara L. Brouner'of the Western District Office at 3600
Seafirst, Fifth Avenue Plaza, 800 Fifth Avenue, Seattle, WA 98104.
Her phone number is (206) 442•-7970.
Because of the above delay, you have not received payment for the
property.
Jefferson County desires to begin construction upon the improvement
of the county road and regrets there has been this delay in distri-
buting the proceeds of the sale.
To clear any misunderstanding or further delay in the construction
contract, the county is respectfully requesting a permit from you,
the'fee owner, to continue on schedule.
4524 27th Ct. S.r. 0 +Fi3? 1 Lacey, NA 98503
Mr. Eric Engle _2_ March 19, 1987
Please find Bnclosed a proposed permit for your inspection and
execution, It will be necessary to have the permit notarized.
This can be arranged at Jefferson Title Company, the escrow holder
of the payment for the fulfillment deed of the contract between
you and Mr. Hill
If you desire, please deliver the construction permit to Mr. Laurie
at the Office of Public Works in the courthouse at Port Townsend.
If this is inconvenient, kindly drop it in the mail to me at the
address on the letterhead.
Thank you for your cooperation in this matter.
Sincerely
Kenneth Endorf
Contract Right of Way Agent
for Jefferson County
cc: Mr. Mark K. Hill
11226 NE 116th Street
Kirkland, WA 98034
Parcel 64019
CONSTRUCTION PERMIT
IN THE MATTER OF JEFFERSON COUNTY ROAD PROJECT NO. 0589, HASTINGS
AVENUE WEST IMPROVEMENT, KNOW ALL MEN BY THESE PRESENTS, that the
grantor, ERIC ENGLE, for and in consideration of mutual benefits,'
does hereby grant unto Jefferson County, its agents or assigns,
the non-exclusive right to enter upon lands now owned by the
grantor for any and all purposes incidental to the construction of
the improvement of county road Hastings Avenue West. Grantor's
lands are situate in Jefferson County, Washington, described as
follows:
That portion of the Southeast quarter of Section 6, Town-
ship 30 North, Range 1 West, W.M., Jefferson County,
Washington, described as follows:
Tract "D" as shown on a sirvey recorded under Auditor's
File Number 234977, records of said Jefferson County,
Washington, more particularly described as follows:
All that portion of the Northeast quarter of the South-
east quarter of said Section 6 lying northwesterly of
Old County Road Number 40 and lying easterly and southerly
of the existing right of way of Hastings Avenue West
(County Road Number 691008) (established through right
of use).
The lands herein conveyed contain 1.620 acres, more or less.
It is further understood and agreed that Jefferson County agrees to
indemnify and save Eric Engle harmless from all claims and causes
of action of any nature whatsoever arising out of the exercise of
this permit by Jefferson County.
This permit,' and all rights granted hereunder, shall terminate
automatically and without notice upon the date Eric Engle receives
his money for purchase of the lands herein described.
Dated this day of ___-_ 198
STATE OF WASHINGTON )
ss
COUNTY OF )
On this day personally appeared b=fore me
to me known to be the individual(s) described in and who executed
the within and foregoing instrument, and acknowledged that
signed the same as free and voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this _ day of
--- -' 198-_
Notary Public in and for the
State of Washington
residing at _
Page 1 of 1 Page
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X41
QkENNETH ENDORF48
Contract Right of Way Agent
Real Estate Services PHONE 12061 456.1742
Acquisition • Relocation • Appraisal
December 31, 1986
Mr. Mark K. Hill
11226 NF 116th Street
Kirkland, WA 98034
Re: Jefferson County
Hastings Avenue West Improvement
Parcel 64019
Dear Mark:
Regarding the Federal judgment, Paragraph 6 of the title report
against Michael D. Regan, I have contacted Ms. Barbara L. Brouner,'
U.S. Attorneys Office, Western District of Washington. She is
located at 3600 Seafirst Fifth Avenue Plaza, 800 Fifth Avenue,
Seattle, WA 98104; phone number 442-7970.
I explained that you have received the property on a land exchange
and was not aware of the Regan judgment.
- Ms. Brouner, understandably, must be sure there is no collusion
between yourself and Mr. Regan to bypass the judgment in the ex-
change or the present sale of the property.
Therefore, she has asked us to furnish the particulars including
legal description of the property you exchanged with Mr. Regan-
dates the exchange was affected and your statement that the Regan
judgment was unknown to you.
When she receives this information and is satisfied, she will
consider a partial release of the judgment releasing your property
for sale to Jefferson County. I believe the decision will be
favorable.
Please send the necessary papers and explanation to me at my address
and I will deliver them to the U. A. Attorney's Office. 1
4524 27th Cl. S.E. 0 <Dl- I Lacey, WA 98503
i
KENNETH ENDORF
Contract Right of Way Agent
Real Estate Services
Acquisition . Itelocation • Appraisal
1?0?yt ??t-rZ?
L P/((
" /4_.
PHONE 12061 456.1742
?.Ilk ti
CERTIFICATE
"I hereby certify that the written instruments secured and
forwarded herewith embody all the considerations agreed
upon between me and the owner or his representative; agree-
ment on said instruments was reached without coercion,
promises other than those shown in the instruments, or
threats of any kind whatsoever by or to either party; I
understand that the parcel is to be secured for use in con-
nection with Federal-aid project; I have no direct or in-
direct present or contemplated future personal interest in
the parcel or in any benefit from the acquisition of such
property."
eSnh Endorf
4524 27th Ct. S.F. 0 483.1 Lacey, WA 98503
f
ESCROW AGREEMENT
Art
JEFFERSON TITLE COMPANY JEFFERSON COUNTY
P.O. BOX 256 HASTINGS AVENUE WEST IMPROVEMENT
PORT TOWNSEND, WASHINGTON 98368 PARCEL 64019 OWNER-HILL
ATTN: ESCROW OFFICER
PHONE (206) 385-2o001-
Date:
aeL
The JEFFERSON COUNTY and the undersigned, mutually agree and
direct you to close this escrow in the customary manner.
1.. The undersigned grantors hereby authorize the issuance of a WARRANTY DEED
AND warrant payable solely to the above named Escrow Agent, for our
benefit.
2, Receive WARRANTY DEED handed herewith from me/us as grantors to JEFFERSON
COUNTY as grantee$ conveying A1pp0VLt13= the lands or property rights -
described in Preliminary Commitment for Title Insurance No, R-29550-A
dated MARCH 21, 1986 Q .
3. Receive the sum of $ 1A J "- in the form of a JEFFERSON COUNTY
warrant, which you are instructed to distribute as follows:
(a) Pay and eliminate of record all encumbrances on property being conveyed to
JEFFERSON COUNTY (unless noted below) as shown on Preliminary
Commitment No. R-29550-A. Pay and eliminate all other encumbrances appear-
ing of record prior to closing.. Paragraphs numbered 1 -2- 7
may be omitted from clearing and will be accepted by the Grantee.
NOT BE
(b) Real?Estate -Taxeswill bV segregated if applicable at the date of closing and
paid on the property being conveyed by the Grantor or may be set over to the
remaining lands if authorized by the ALL TAM TO BE PAID AT CLOSING
(c) Charges for Escrow fees plus sales tax; recording fees and premium for Title
Insurance will, be paid by JEFFERSON COUNTY by separate billing and will
not be deducted from the proceeds of/the Grantor..
v. Special' instructions are as follows: r ` 41W.-
/
Z4
5. Wen ready to vest title, record instrument shown in Instruction 2 above (no record-
ing fee or 1% excise tax is to be charged) and prepare CLOSING DETAIL STATEMENT.
6. Remit the balance by your check to me/us at the address listed below with your
CLOSING DETAIL STATEMENT.
7. Issue standard form owner's policy of title insurance in the sum of
insuring JEFFERSON COUNTY fdff.
as owner of the estate conve
8. Upon closi, mail recorded instruments, title policy and copy of CLOSING STATEMENT
to azwsoy COON ?/TTN: PUBLIC WORKS JEFFERSON COON WA 98369
By ll7L ??N^ GRANTOflS ?dll/
Date:
COUNTY
Address: 11226 N.E. 116th Street
Kirkland, Wa.
-Phones (206) 1960820
? v <4? 2sy- /99,6
Phone:
This Escrow is approved for payment.
By:Q._Q•?a _
JEFFERSON COUNTY
PO 4tr6'Z
x• ?- 7rY
l r .i
P
arcel 64019 ?!
WARRANTY DEED
IN THE MATTER OF JEFFERSON COUNTY ROAD PROJECT NO. 0589, HASTINGS
AVENUE WEST IMPROVEMENT
KNOW
,
ALL MEN BY THESE PRESENTS that the
grantors
.
NARK K. HILL, AS HIS SEPARATE ESTATE
for and in consideration of TEN DOLLARS and other valuable consid-
eration in hand paid
conve
d i
,
ys an
warrants to the COUNTY OF
JEFFERSON, the following described real est
t
i °
a
e s
tuated in
Jefferson County, in the State of Washington
to the
a
d
,
n
same extent
purpose as if rights herein granted had been acquired under
Eminent Domain Statute of th
t
e S
ate of Washington:
That portion of the Southeast quarter of Section 6, Township
30 North, Range 1 West
W
M
'
,
.
., Jefferson
County, Washington,
Described as follows:
Tract ''D" as shown on a survey recorded under Auditor's
File Number 234977
records
f
,
o
said Jefferson County,
Washington, more particularly described as follows:
All t
hat portion of the Northeast quarter of the Southeast
Quarter of said Section 6 lyin
n
th
g
or
westerly of Old County
Road Number 40 and lying easterly and southerly of the
existin
i
h
a
g r
g
t of way of Hasting Avenue West (County Road
Number 691008) (established thro
h
i 1
ug
r
ght of use)..
The lands herein conveyed contain 1.620 acres, more or less.
It is understood and agreed that Jefferson County will replace a
road approach at the tim
f
i
e o
project construction at a location
agreeable by the grantor and the County Engineer; which
sh
ll
h
¢
a
approac
; be maintained between the right of way line and shoulder
line of said road b
th
a
y
e gr
ntors, their heirs, successors or
assigns. The grantors herein further grant t
J
o
efferson County or
its agents; the right to enter upon the grantors' remaining lands
where necess
t
ary
o construct said approach.
Dated this day of
N??Q/phpy
_
198,
STATE OF WASHINGTON )
COUNTY OF 6oh0ru15G1 ) ss
On this day personally appeared before me
MO(k K. Rill
to me known to be the individual s described in and who exe uted
the within and foregoing instrument
d
k
, an
ac
nowledged that
signed the same as {free and voluntar
act
d
t
y
an
deed, for
he uses and purposes therein mentioned.
n
GIVEN under my hand and official seal this ?glvl da
of
NG1/?
L
y
11111
Y 198-L.
Notarq Public in and f
r the
State of Washi gton
residing at
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JEFFERSON TITLE COMPANY
LINT _ * El- 1mc REpOp7
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"^" or. Sure recorded tune S 197E under Audi
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beir
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%LUE-e it the %un-y Cf leffersO
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n State
O
Washinc-?On.
EFI E4,- o sumttivc-'y sut ect c th
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e commun..
spo
,,i•aeres of Y,is
-nEC O KeEI: N:a c r - 10
and Febru
a^, -
C'- CC^di ,C C- NE `Y)' Ft
,198` date
.
.
-, T'Ozs' _b:e futur 0-'a' Utia *c Dist
_
r
c
snoc;d be nade Assessments, incuir}
e^`erson Count", 'reas
-,
u-
Off_ce for
Pa.,_cula._. further-
EASEMENT, :NCLUDINI: THE TERMS A14D
CONDITIONS THEREOF:
<
Tele Phcnc and Telegraph ComPan'.'
URPOSE. 1G
Const
ruct,
reconstruct' OLerate, inspect,
mE_ ntair. Or' remove lines Of
l
te
ephone and
te?egraP•'•, or other
i
_
-
gna
Or communicat
c.rcuit: ion
AREA AFFECTED: A Portion Of the
pro
e
h
p
rty
DATED:
erein described
Apri_ 25
,c5
,
RECORDED:
N,ay 1", 195;
RECORDING NO, 24572c
802 Washington St. • P.O. Box 256, Port Townsend, WA 98368 • (206) 385.2000
Pace
COP<TRA7_ CF S?. t A!;? THE rc _ERIC AND CON_'_T-ONS T..E-.EOF.
SELLHEE En.._ s1i:g_ man or. Ma: ch. 197E
da`. 0."-aCCU1ra'' interest, and. a__
`iCle"
FURCY.A.S=:.. 1C-a!,!,- y Ann -Vau_Ina , a ng'_c woman -
'-'0=H"
r 2c) :1 -
S _ ores c ^ac resumptively sub;e tc
(? ?? :e co i:y in:<_ spouse married between March
J? Fe'br - 9 GELS C_ . E ording of Warranty
_mcn- Dceal _-
.u^ a._^ls '_1:ter it said cone -t::ow held by Mari:-I:.
F.,sump-.iVEGC suD; eCL tC - communl_-y interest of his
spy EC a.riE on or ir.c. 1;_....
E' -.ft-'e and tares- o` The .sousc o." Nfinc Ann Vaughan.
Tarried between March 7, 197' and Sep ember ,c date c
or _::g c.^ rurcnaserls Assicnment c. Co a - 2C.. Deed.
F_c 't_. and e:-es- of the spouse of N.ichae_ gan,
if
me _ :we se -ember and October -- 9F date c.1
ccrdfn c. , _. .,.aim Deed.
i UD3M_.,
AGf. CS-: Fichae- D. Regan
IN FAVOR OF: United States of America
/ FOR: $4,350.00 + Si,092•4t, plus interest
ENTERS-:: June 2E, 1981
JEFFERSON COUNT: JUDGEMENT NO.: Vo:ume 7, pace 07
F.TTORP:"_"•FOR CREDITOF.: Bruce RSSkin
Liability for real estate tares which have not been searched.
This report .s made soley for the purpose of determining the status
of prcper:y, and cannot be used as the basis for any sale, mortgage,
tigaticn, or other action feeting said property. Liability is
imited is the sum D"aid therefore.
JEFFERSON TITLE COMPANY, INC.
By
{?.Q ? (? ? ? Jar ? nsGC o?E Officer
of V wr
'y G ?J' 1
t
1 i
tll j
e?nt ?
'
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M
QUIT-CLAIM DEED
(Statutory Form)
THE GRANTOR( ) x•exxx..xx.E JANINE L. HILL
of 11226 N F 116th City of Kirkland ,
County of King Washington, for and in consideration of
no monetary value
convey- andquit-claimsto MARK K. HILL
4x22 Hoyt Avenue
Af
in the City of Fret County of Cnnhnmioh State of Washington
all interest in the following described Real Estate:
r
Tract I'D" on survey recorded June 9, 1976 under Auditor's file
X234977, records of Jefferson County, being a portion of the NEB
of the SE4 of Section 6, Township 30N, Range IW.N.M.; situate in
the County of Jefferson, state of Washington
?u
situated in the County of Jefferson Slate of Washington.
Dated this 28th day of November. 1886.;
Grantor s)
,I
kSTOF WtSH'NGTON,
e.11f g n verett.
ss. (individual Acknowledgment)
County of Snohomish, )
!
I Jeanette G. Revoir Notary Public in and for the State of Washington,
do hereby certify that on this 28th day of November, ig86 , personally
appeared befpre me Janine L. Hill
to me known to be the individual- described in and who executed the within instrument and
acknowledged that she signed the same as a free and voluntary act
and deed for the uses and purposes herein mentioned.
GIVEN UNDER MY HAND AND OFFICIAL SEALthis 28th .4,-f--Xov ber/
lg 86., L(a(
My appointment expires: 9-8-48. ,'•`
`
Y
Notery, Public in and for the State of Washington, residing at Everett in Bkid'County.
QQuuIICI?IsO d(al.lo1m To-)
O N'oMol- Loyd 81" Ca. 8111m, WA Form No 259 W54
MATERIAL MAY NOT BE REPROOUCEO IN WHOLE 09 IN PART IN ANY FORM WHATSOEVER.
I?
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0
KENNETH CNDORF
Contract Right of Way Agent
Real Estate Services PHONE 12061 456.1712
Acquisition - Relocation - Appraisal
FAIR OFFER LETTER
Mr. Mark K. Hill
i
Re: Jefferson County Road Project
Hasting Avenue West Improve-
ment No. 0589 Parcel 64019
Owner - Hill, et al
Dear Mr. Hill:
Jefferson County needs to purchase a portion of property and
property rights owned by you for the right of way purpose of
improving county road Hastings Avenue West.
The property to be acquired is Tract "D" of Survey recorded
June 9, 1976, under Auditor's File No. 234977, records of
Jefferson County, Washington.
Particulars and full description of the property to be acquired are
spelled out in the conveyance to Jefferson County.
Our offer to purchase the additional right of way is $10,000.00 for
1.620 acres, more or less as a site.
Our offer is the fair market value of the property as determined
by Jefferson County through an approved appraisal process. If you
decide to have our offer evaluated, the county, in accordance with
Eminent Domain Statute, Chapter 8.25.020, State of Washington, will
reimburse up to $200.00 of the total evaluation costs, provided
that you submit the bills or paid receipts.
Payment for your property will be made available to you about 30
days after you accept the offer and tender the conveyance to the
county, provided that there are no delays in closing the transaction
because of clearance of title encumbrances. The date on which
payment is made available to you will be the possession date, and
Jefferson County becomes the owner of the purchased property.
4524 27th Cl. S.E. 0 .®. I Lacey, WA 98503
N?
4 ~{r_
Y? rJ l4 -: ? h ? si
t
m
HER I
, 4.
Y
-Mr, Mark K. Hill _2_
There will not be relocation assistance other than removing personal
property from the right of way.
We sincerely hope our offer is acceptable, and this transaction may
be closed in the near future.
Ve y t ,ply you ,
97ZLO/?
nneth Endorf
Contract Right of ay Agent
Jefferson County Department
of Public Works
Phone: (206) 385-3505
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A
STERN TERRITORIES, INC.
NORT
Engineers ¦ Land Surveyors ¦ Planners
;.
Construction Coordination ¦ Materials Testing
NT1 1
JUNE 4, 1986
LEGAL DESCRIPTION` FOR RIGHT OF WAY ACQUISITION
`
HASTINGS AVENUE WEST, (COUNTY ROAD NUMBER 691008)
- MARK K. HILL TO JEFFERSON COUNTY
THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 30
NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, WASHINGTON,,
_DESCRIBED AS FOLLOWS:
TRACT "D" AS SHOWN ON A SURVEY RECORDED UNDER AUDITOR'S FILE
NUMBER 234977, RECORDS OF SAID JEFFERSON COUNTY, WASHINGTON,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SAID SECTION 6 LYING NORTHWESTERLY OF OLD COUNTY
ROAD NUMBER 40 AND LYING EASTERLY AND SOUTHERLY OF THE EXISTI NG
RIGHT OF WAY OF HASTINGS AVENUE WEST (COUNTY ROAD NUMBER
691008) (ESTABLISHED THROUGH RIGHT OF USE).
CONTAINING 1.620 ACRES
File: Hastings.Desc
-Disc 17
?Vu
717 SOUTH PEABOIN POST ANGELES. WA 98784 (?pfi) 452A491 IMM54 5545
a?
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REVIEW APPRAISER'S rawnrur.TE
Project No. CRP 0589 Parcel No. - 001064019
..Owner Name MARK HILL
Owner Address 31226 Northeast 116}h K' kl - gj lNA R044
The appraisal(s) submitted on this parcel(s) are as follows:
Date of Before After Just Allocation
Appraiser Valuation Value Value Compensation Taking Damages
John A. SLebenbaum 8/19/86 - - $10,000 $10,000 -0-
1, the. review appraiser, certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and were found to have followed accepted
appraisal principals and techniques in the valuation of real property in accordance with existing State law.
That the determination of value which Is set forth below has been Independently reached based on appraisals
and other factual. data of record without collaboration or direction. That I have no direct or Indirect present or
comtanplated. future personal interest In Such property or In any beneM from the acquisition of ouch property
appraised. That I have personally inspected the property to be acquired and the comparable sales applicable
thereto except as set forth below. 1 further certify that I understand the determination is to be used In conjucntlon'
with a Federal aid highwey pNoleet and because of items compensable under State law, but not eligible for
Federal reimbursement, NO E of the approved dust Compensation
is ineligible for Federal reimbursement.
(List buildings, structures and improvements to be acquired. )
(Explain variances, if any, between reviewer's findings and appraieal(s).)
(Use back it needed )
Just Compensation $100.00.00
Allocated: Taking $ 10. 000. 00 Damages $---:L-
September 24, 1986
Date Reviewing Appraiser, County
Concurrence and authorization:
The Board of County Commissioners of County does here indicate its concurrence with the
above certification and does authorize further action by the County Engineer to proceed according to established '
procedures with the acquisition of the designated property.
COUNTY OF
Date Board of C4unly o miasionen County
4Tl " T h h:x
T V l - ..
r?
?f `
?? L F i t??Sl? a,
n
1
ANAL YWdsispEonEhb Parcel No. ,,,001064019
iJone...
GePer ErsaaastMiFraepostation Federal Ai1lo .......
v7P
....
pro get: ,... Dstinrrs venue Best;
Transportation Washington 98504 FI, 1.5d to"In!. }':'2.T2-'Jeffersoti"'°
Olympiaia, Werhingtonnpton 98504 .................................................................
County C.R.P. 0$139 ...:....
Map Sheet ....4............ of ...,.6......: Sheets
Map Approval Date: July 2
1961
Date of last map revision: None """""""
CERTIFICATE OF APPRAISER
1 hereby certify:
That on ............... Ayygn?st 121;h, snd 19ths,,,1386,,,,
I inspection of the property herein appraised and that 1 have afforded the property owner the opportunity to accompany
I me at the time of Inspection. I have also personally made a field inspection of the comparable sales relied upon in
making said appraisal. The subject and the comparable sales relied upon in making said appraisal were as represented
by the photographs contained in said appraisal.
c That to the best of my knowledge and belief the statements contained in the appraisal herein set forth are true, and the
information upon which the opinions expressed therein are based is correct; subject to the limiting conditions therein:
set forth.
That 1 understand this market value appraisal is to be used in connection with the acquisition of right of way RXX
xtgH&a>Wanxeracxaater?granteg>Lpt?sRaa:xFava?sgcwtrwtatwte ?atcttxn>>;?,r>C?grm:xatmtgtuoyxAxfmtx,Yraurp»:
?bd+xap:RasHk;
That such appraisal has been made in conformity with the appropriate State laws, regulations, policies and procedures
applicable to appraisal of right-of-way for such purposes; that in appraising the value before acquisition, no considera-
tion has been given to increases or decreases in Fair Market Value caused by die public improvement; and that to the
best of my knowledge no portion of the value assigned to such property consists of items which are noncompensable
under the established law of said State.
That neither my employment nor my compensation for making this appraisal and report are in any way contingent
upon the values reported herein. -
That I have no direct or indirect present or contemplated future personal interest in such property or in any benefit
front the acquisition of such property. appraised.
That I have not revealed the findings and results of such appraisal to anyone other than the proper offtcialsk*W
??'dWpKBFsNitlEtLYeobY.NiFRdfkika6F.%W'JtR24JCY.HAIi i
authorized JIMR l and I Will not do so until so
I> v p, or until I am required to do so by due process s of of law, w, or or until 1 am released from this
obligation by having ing 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
19thday of ? St ............... 191'6.,,. , and that such conclusion was reached without collaboration, or direction t
as to value.
It Is my opinion that the FAIR MARKET VALUE of the above captioned real property Is as follows:
VALUE BEFORE ACQUISITION S ln.h4 ,.«? .................. TOTAL ACQUISITION
VALUE AFTER ACQUISITION S .......................................
VALUE DIFFERENCE 5,,,,,,,,,,,,,,,,;,
The property has been appraised for its fair market value as though owned in fee simple, or as encumbered only by the
existing easement in favor of Wgne.;tllat effcrr.t,.....
...............................................................................................................
The opinion of value expressed above is the result of and is subject to the data and conditions described in detail in
this report of .......9 ............. pages.
Date of Contract: .A! ?St 4, 19t 6 Name: J0I A. S
.giber bDU p
n?f..... ..............................:.........
Signeture:,//.y{;,„ ,,,,;tom
,111111////// ..............................
.............r ..... .:: Lam...... , 19 $kz.... .
00 NOT WRITE BELOW THIS LINE
Headoua,f- Dna Slamo Dhtnal Dahl Sumo ,
DOT wcv?sio on
1/aa pp„ I
SUMMARY OF CONCLUSIONS
(Accounting tabulation • NOT indicative of appraisal method employed)
INDICATED VALUE BEFORE ACQUISITION;
Highest and Best Use:
..sirole amily Residential
Land area ............ ............ _..........
1.620 acres Unit value
........... _., ... ....... .... ...... Ar.rs:
$ .._.:_....?....
.loi.0QO._..........
_.....
_.... .
t
... ..................... ...__........... :....:.............. ,.... ....... ,....... ......... ..... _...... .._....
$ ,.
.
.... ......................... _.....
-
-
_ _. _................
. _ ................................. .
.................
............. ........... .•__................_-....-........._. _...... ........ Total area .., 1.621 acres... TOTAL LAND $ ............. IMPROVEMENTS $.L.A,.Q.Oa. ..........
.... .
Type Size
IVORe Unit value
................
.
X
.....
...... ............................ ..... ._....... .......... ...... ..... _.......... ..... ........... .......... ,.....,........ _.........
.
$..._...__: Q--...__.........__
....................
.....
:
......................................... .. .............._._._................. _-............. ........................ ,...
......................... ...
.. .._....... ..... ............. •__• ..................... .............. _........ ....... $.......... ........ ........................... _
................ _.....
........ ,......,..... ...... ,......
............ _.._ .... .... ....... ......... _.............. ........ -.__......_....._.._ $_._..._-_...... ....... _...... __
................
..... .... _........
.........
TOTAL I
MPROVEMENTS
II'
$ . ... ........
.
.
TOTAL INDICATED VALUE...
.............._-.
........
INDICATED VALUE OF REMAINDER:
TOTAL ACQUISITION
Highest and Best Use: ........
.
.
............_.....
Land area ......... ....-.
Unit value
._..._..... ...... ...... :_............ _.._....:..__.....__.-__............. $ ................
..........
_._
............ _..,............ .._......... _.. _.-._. __._ _-_..:... $ .... ........... ............. _......
_._
.......... _-......... -...... ._......... _..._.__?_.._..._...._.. $......:_..................
... _.
....._.._
.
,
_
... ................. $
........_.....__.._.._...._
Total IMPROVEMENTS area ...... •••••TOTAL LAND $ c
Type Size Unit value
..
.c. .... . .:.... ._.;-:_..-. $........ ..... ..,.... -_.................
.. _ ...:.
__.._.._:._..........._.....__, ..---- $
TOTAL IMPROVEMENTS
•...
TOTAL INDICATED VALUE
,,,,,,,,,,,,,,
BREAKDOWN OF ACQUISITION:
Land area
Unit value
..__........._._._......_._.__........... ....._..,....._.__..:...._.
_......._.._._.._._.___.-...____.._...:__._.....____._. $....... .............._..__._.._
,........... __
$._ ................_.._........_
_.__...... _._....__:._...... _........... ,.._...... ...... _._..
. $...._.........._...... ._.
Total area
.................... TOTAL LAND
IMPROVEMENTS $................ ........__........
Type Size Unit value
:
_
._...
DAMAGES TOTAL IMPROVEMENTS
Item
TOTAL DAMAGES
$_._............_._....._
...__...-_
Sub-total
BENEFITS (SuDtracU $.-...._........... ........_.._ .........
Item
- ----- ----- -- --- --------
TOTAL BENErrrs
$
Difference Between the Before and Aft
er Valucs .. ......... ....
,
_J,-,...A._SlebeRbatmtAppraiser
r
0 ° x1.01 Parcel No.Op [ ObVO(?
DOT
,._
HW'to tr,. P.C. 2
Before Area : 1.62p Mms After Area ........"f?: ............... Take AreA!,R9 Mres Easement Area . :...
:..A,..Sg.t enta?um .......... .......:, Appraiser OO1f 619
No.
......................:.
I?WV FOAM 26701) Parcel ......:.........
SHORT FORM APPRAISAL REPORT
h,ari< I . Hill
(U OWNER'S NAME: .......... ..................................................... .................................... ...................................... .................
(2) ApDRESSOR LOCATaONOF SUB&ECTP;. PROPUTY:Lying bet..ween,Hastings,Ay!?r,,,,,liastin„rs..A.Y.q.,. West
artd Olfl Ikzstinps RRoa ,across rom hSd le Point„Road, Jefferson„Gqunty,
(3) LEGAL DESCRIPTION covered by tide report dated P4zy,21,„MK............ on subject parcel, a copy
of which is included in the addenda. None
(4) DELINEATION OF TITLE (5years):
FROM TO DATE BOOK/PAGE CONSIDERATION CONFIRMED WITH
(5) (a) PHYSICAL DESCRIPTION OF PARCEL INCLUDING ZONING, PRESENT USE & HIGIIEST & BEST USE:
An elongated, irregular shaped parcel lying between the blacktopped 1lastinrs' Avenues
and gravelled Old llastings Road. On and slitlltly above grade of the main accesses,
with an overall slope downward to the west. Srmll tree and brush covered, public
power and telephone available. -Subject's unimproved parcel is not zoned, but the
Jefferson County Coaprehensive Plan and the highest and best use are for single
family residential usage.
(b) DESCRIPTION OF PROPERTY RIGHTS TO BE ACQUIRED:
The fee interest 'to the whole of the property
(c) EFFECTS OF ACQUISITION:
This is a total acquisition.
(d) 1. CORRELATION OF LAND SALES: The three sales and one listing presented show
a range of value for the subject site of from 99,500.00 to Qlo,(X)0.00, with the low
coming from a sale that is somewivit older and possibly less desirable. The lack: of
site sales in this area makes comparison to the ncreire sales presented difficult, so
probably the listing mare accurately reflects n-krket value. In any event, mare
reliance will be given to it to arrive at an estiunted value for the subject property
of 1,10,000.(0.
2. CORRELATION OF WHOLE PROPERTY SALES:
Subject is unimproved.
(6) REMARKS AND 11EMIZED DAMAGES:
As per instructions from Jefferson County Dep3rtrmnt of Public lfori<s no contact
firs been rmde with property owner.
J. A. Siebenhnnm aDP'a15P1 (x,1064019
Parcel IN..
Pap.
00T.o...1 :sro «t.tnr a
. .AS
a
't t
21 1 `•-' :.'tt.4'1$: I:.I , corner of Lastinrs Ave.
F) i•l$ 4a7 L PLO, A'. S::7Cli L, Middle Point Paid (3) s. esa;blacktop/PTav^]-unrestrirtrd ..
t. !•rrser.t Cse: unimproved
ZBS rY ?? d, h. L b' Use; single family res.
Zor r r c: none
4o- 0 e. Dimensions:irrepular
AS f. At 'a;1.71 f acres
q C• Sale Date: 6-19-85
Price: $9,500,00
j ?Z;' ,. !• Instrument:S.W.D,
4i 1• Terms: cash to seller
l\ t. E. 7aa N,. .51407
Granter; SPINDOR,Phillip F,.
6 r`- c. Grantee:
/T? c. ? FARRLP,, Lean
(fl(fS M(,5 atfrrn.ee .rte. 4na es aatest
dvj?. 'Tacquiline Snindor - fi 13 86
Taker, bc..Jiihn..A...Si.ekenbaut.....Latr1_12-f6... o
(4) LEGAL DE_;UIPT10C: Drre ]nspectec 0-12-f6 """' '•" `
SW IIL NW Sr. lying N. of Ilastings.Ave. R W, of E. Middle Point Road 5-
30 1W
(s) PROPERT) DESCR)PT)0'•:
An irregular shaped corner parcel, reasonably level 6 sliehtly below grade
of blacktopped Hnatinrs d mostly on grade of rrnvelled E. Middle Point P.oad,
Small tree and brush covered, public power d telephone available,
(6) -A'iALYS15:
a. L>traetion-Date TOTAL VALUE
'Land; UNIi'YALUE
(J•ivr arecow jror.T ,ice: jor each ty;.r)
1.71 t acres
$ 91500 OO 13. 800 00 t acre
J m.Ltovements: (
(•:ve It'i'[ and urea of ea [f' ••""" "
. none
Land Improvements: (iter.:ce)
none " " ...._...."....___
Tote) Sale Price s --- -. __ _
(7) CO.IIPARATIYE ASAL)'SJe.
This sale is located 1/4 mile east of the subject on the same
street. The sale and subject are similar in access, hippest and
best use, availability of public utilities, and reasonably similar
in sf ipe, topography, and size. 7hus,6 ot•parison, the estimated
value of the subject will be $9,500,00,
A A SIEBLlgynurl
__°..:_..__'_'_.._•__ _.. .(peer. see ?
'_"' Farrel l.o. CY14G?tC;1p
DDT."', 0DWARABLE SALE NO.:._ S
5 ............
3/10 mile ;:, of Last?lnys4tve. on 'fiddle Point Rd, thence
1)•' ) °'> or LOLST&]?': 800' t of Xiddlc Point Pd?
'2 . loi n on the S. side.
'PH. „)uPwnH Z PL }ALAN S'r.ETM dffi
13) a case gravel-unrest riCLet;
Present Use: unimproved
SJ? c F:. b B Use: Single family res.
So. 7f- d Znnir.r• none
rf3 e., Dimensions: 330' X 660' ±
.` f. Area: 5 ± acres
O t Sale Date:3-1-86
9 h. Price f 22,500,00
7: Instrument; R,E,C,
J. 7err.s:3,100 dn, $200 p.m, 010%,3-5-8
L. E. Tax SL.: 52531
l.. Grantor: EASTMAN, Robert L Maxine
** c.. Grantee; MARRS, Christopher b Galen,
n. Car. It mea ith in ames'datesl.
kl ak,•.ShdnnBB .............. C-13-86
7eaen b.;......RLCh.Rlvezs ...............Date _@_k2._96. o. Date Suspected 8.12, 66
(4) LEGAL DE.CRIPTIGN: _ :....
W1= NC BE 14C., 6-30-1p'
* EASTMA9, William, Alice, Ronald, Marsha
BLACK, Shannon
(5) PROPERn' DESCRIPTIO'i:
A rectangular shaped parcel lying 800' d; West of Middle Point Road. The Ground
is rolling with brush cover. The overall slope is to the West.. Gravel access,
public power 6 telephone available. Portions of the property affords some view
of water b mountains.
(c) ANALYSIS: TOTAL VALUE UN17 VALUE
a. Extraction Date
Land:(C:ve arco or front jec' for each type)
5 d: acres S _22s500l00 5.4500 00 f.ac
5 _.. f .:
imornvesen a: (g:vr. tpoc and arse of each) none
Land Improvements: (steriee)
none
Total Sale Price S __22,500_00
(9) CD',LoARATJI'E ANALYSIS: -°.._
This sale is located 112 mile + north of the subject, off of
the West Idddle Point Road. The sale and subject are siudlar in
hipj)est and best use, availability of public utilities, and topography.
The sale is inferior in access, but superior in shape, size and view,
minus $12,500.00. No other adjustments are deemed necessary and thus,
by direct comrarison, the estimated value of the subject will be $10,000.00
1. A SIEBENBAUM DOTV-
Parcel No. CX OG4o19 _ COA)PARAILE SALE No.:___9..............
f 1; 1.•tL-5 cr milr Snuth „f ?:. <tin^c ,;vr l:ect
F d )T 1GP.Ap 6 PLDW1LA1 SEETCI! of P,rn!.iav Lore.
??f'S,TYAI??• (3i g. cesa:rravvl roww,,y nnrcntrlr.trd
"----T /y t• ['resent t 5e:
c. F. d E. Lse: unir.Proved -
d. 2nnir. Sinrle fnnily resident
18 F: none
It e. Dimensions: 660' X 330'
iN f. Area:5 acres f
_ c. Sale Date: 2-13-86 g
[N 4. Price: f 21,00,00 ,d
i. Instrument:S.W.D,
1. Terms:cash to seller
?• E. Tax 4c.: 52353
1 1. Gran tor: LANDRY,Leo h, 6 Barbara E. Grantee.STUAFT, Douglas 6 Veronicn
J t• f4 r.11 rmed ?i t! in an. e5 ode t es)
X60 * Laq..Landrv.........
c 1? se
I- At" h•. ;..CiCt1..ElvecS ................... Date _R=inn El{,
5-12 FG .._........... .
(4) LEGAL DESCRIPTION: o, Uate lnsnect ed
7-30N-1111
S!i.Sl7 NE :11:
W/.6 subject to easements, restrictions and reservations..
(5) PROPEFTI DESCR1PT10',:
A rectangular shaped parcel on a gravelled access roads that lies [Jest of
Arabian Lane and South of hastings Avenue. The land a gentle slope.
overall to the West and is tree and brush covered. Public rower and tele-
phone available,
l61 ANALYSIS:
a. Extraction Date TOTAL VALUE UNIT VALU
Land: (9%vr orco or front feet for each tyre)
5 t acres 5 -21,000-QQ,,,;,,,, f 4,ldOD,DR_t_ac
Imnrnvements: ( _...._..: ..........:..
[:vrt)'ne and area of eacr.J S "" •••••••^
Done .
Land Improvements: (iter..rsr)
None $ '?-
Total Sale Price S ^21,,000,00_-_-
(7) NSNARAT11T ANALYSIS:
This sale is located 1/2 mile + south of the subject, off the
Arabian Lane. The sale and subject are similar in highest and best
use, availability of public utilities, and topoMphy. The sale is
inferior in access, but superior in shape and size, minus 611,000.00.
No other adjustments are deemed necessary and thus, by direct comparison,
the estiminted value of the subject will be $10,000.00.
1 A. SIMEMAIr'i
-_..,,--,._____________..-_. LPrre:srr 001(V4(119
r,i.r» Parcel NO. MO IDARAILE SALE
C92AH E
Salo/,'5 Spindor
&"lle4,'9 rastunn
Sale/,'11 Landry
ilstinp: ticClan
App.miser: J. A. Siebenhaum
E UL 1e
to Farmr
to tlarrs
to Stuart
Tthan
P1re Parcel tb.
b01(N64019
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1astings Avenue West
M.P. 1.58 to M.P. 2.72
Jefferson County
C.R.P. 0589
P:eigJ boyhood Description; Aunust 18, 1986
This County Project encompasses an area running roughly from Last
Puddle Point Road to the old garbapp dump road, now known as McMinn. The
road improvement is a widening of the present Hastings Avenue and Hastings
Avenue West, to a 34' wide surfaced area with open ditches, slopes and fills,
increasing the present use R/W to mostly 60' and in some cases 70, with near
approaches to Fast Middle Point Road, West N,iddle Point Road and McMinn. Road.
Hastings Avenue is one of tl-.e main roadways between Port Townsend, the
Care. George Development, and Becket Point. Additional connections lead south
and east, back to SR 101 southbound, for travel to the Olympic Peninsula 'and
the Greater Puget Sound region.
Steady single family growth has occured in this area, with the most
popular being a 5 + acre tract, and several of the subjects have been surveyed
into 3, 4, or more parcels. At this time there is only public power and
telephone available, but the P.U.D. has proposed a water system for this area
which, if successfully approved, would increase the desirability of the
location.
Jefferson County does not have any zoning, perse, but does have a
Comprehensive Plan that would prefer this area to remain as single family
residential. The density at present is dependent upon soil types, setbacks, -
slopes and numerous other requirements as noted by the Health Authority.
At this time there is a 20,000 s.f. minimum site requirement for older plats
and 1 acre minimum for newer plats. This, of course, 1s:flirther dependent
upom maintaining 100' distance between well and drainfield, 100' from
drainfield and a waterfront bluff, calculated distances from other slopes,
and having enough area for toth primary and secondary locations for drain-
fields, among other things.
Although none of the subject parcels have waterfront, or can be
considered es having a view, there are some view properties in the neighbor-
hood, and likewise there are some waterfront properties.
Economically, we have a number of retired people, mixed in with self-
employed, and those that find employment in Port Townsend, other County
locations, or even out of the County.
1 )
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JEFFERSON TITLE COMPANY
LIMITED LIABILITY REPORT
Jefferson County Engineers Dept. Order No. R-29550-6
Jefferson County Courthouse Charge: $150.00
Port Townsend, WA 9836E Tax: 11.70
Attn: Bruce Total: $161.70
Tas _s a report as o" July 29966, at E:00 a.m., covering
the property hereinafter described. The information contained
he. . _ restricted the use of the addressee, and is not
c be used as a basis for closing any transaction affecting
tie to said property. Lieb'_ii:y is limited to the charge
made for this certificate.
The Northeast 1/4 of the Northwest 1/4 of Section 7, Township
30 Norti:, Range W
I - k.M., in Jefferson, County; Washington.
EXCEPT'Hasting's Avenue right of way;
ALSO EXCEPT McMinn County Road right of way as conveyed by
instrument recorded under Auditor's File.Nc..280059.
VESTED IN: C7. 2
GEORGIA PACIFIC CORPORATION
EXCEPTIONS: hJ{? ~ b O tJ
1. Possible future Local Utility District Assessments, inquiry
should be made at Jefferson County Treasurer's Office for
further particulars.
The lands described herein have been classified as:
Timber land disclosed by notice recorded December 2, 1976
under Recording No. 238700, and are subject to the provision,
of ROW 84.34, which include the requirement of continuation
of restricted use in order to continue the present assessment
rate. A change in use can cause an increased assessment
rate for present and past years. Any sale or transfer of
all or a portion of said property requires execution of a
notice of compliance form attached to the excise tax
affidavit.
802 Washington St. • P.O. Box 256, port Townsend, WA 98368 • (206) 385.2000
O: der No. F:-29550-6
Jefferson County Engineers Dept
Spec
izl Exceptions PaCc 2
Right to make necessary slopes for cuts or fills upor.
property herein described as granted to Jefferson County
be need recorded under Recording No. 280055•
4. An easement for telephone and telegraph, or other signal
or communication circuits, over the East 112 of the North-
east 1/4 of the Northwest 1/4 of said Section 7, as
granted by Nena F. Roberts, a widow, to the Pacifip Telephone
and Telegraph Company, by easement dated May 19, '955
and recorded in Volume 140 of Deeds, page 356,'"said easement
providing that grantee shall have the right to remove any
trees, etc., within 15 feet of said lines, and may level
and grade a strip of land extending not more than 6 feet
on each side of the center line of said lines; also that
grantor covenanted that no structure will be erected or
permitted within 15 feet of said lines, that no digging will
be done or permitted' within 15 feet of said lines which will
in any manner disturb their solidity or unearth any porlton
thereof,;and that no blasting or discharge of any explosives
will be permitted within 15 feet of said lines.
Reference is hereby made to the record of said easement for
further particulars thereof.
4. Liability for rea: estate taxes which have not been searched.
This report is made soley for the purpose of determining the
status of property, and cannot be used as the basis for any
sale, mortgage, litigation, or other action affecting said
property. Liability is limited to the sum paid therefore.
JEFFERSON TITLE COMPAN°, INC.
By:
Ja Swanson, itle Officer
JS:bct
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1) NORTHWESTERN TERRITORIES, INC.
Engineers m Land Surveyors 0 Planners
M' Construction Coordination ¦ Materials Testing
NT I JUNE 4, 1986
LEGAL DESCRIPTION FOR RIGHT OF WAY ACQUISITION
MC MINN ROAD (COUNTY ROAD NUMBER 40-6.21)
PUGET SOUND PULP AND TIMBER COMPANY TO JEFFERSON COUNTY
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION ,7 TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., JEFFERSON'
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT A 6" X 6" SANDSTONE MONUMENT MARKING THE
NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST -
QUARTER;
THENCE SOUTH 01° 53' 06" WEST ALONG THE EASTERLY LINE OF SAID
NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF
445.78 FEET TO AN INTERSECTION WITH THE CENTERLINE OF HASTINGS
AVENUE WEST (COUNTY ROAD NUMBER 691008);
THENCE SOUTH 35° 47' 31" WEST ALONG SAID CENTERLINE, A DISTANCE
OF 282.85 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY WITH A RADIUS OF 4,703.83 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 01° 47' 06", AN ARC DISTANCE OF 146.55 FEET TO AN
INTERSECTION WITH THE CENTERLINE OF MC MINN ROAD `(COUNTY ROAD
NUMBER 40-6.21);
THENCE NORTH 55° 59' 36" WEST ALONG MC MINN ROAD CENTERLINE, A
DISTANCE OF 44.06 FEET TO THE BEGINNING OF A TANGENT CURVE -
CONCAVE SOUTHWESTERLY WITH A RADIUS OF 75.00 FEET;'
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 27°55' 18" AN ARC DISTANCE OF 36.55 FEET;
THENCE SOUTH 06° 05' 06" WEST, A DISTANCE OF 30.00 FEET TO THE
SOUTH RIGHT OF WAY LINE OF SAID MC MINN ROAD AND THE TRUE POINT
OF BEGINNING;
THENCE SOUTH 83° 54' 54" EAST ALONG SAID MC MINN ROAD RIGHT OF
WAY LINE, A DISTANCE OF 49.21 FEET TO THE NORTHWESTERLY RIGHT
OF WAY LINE OF SAID HASTINGS AVENUE WEST AND A POINT ON A
NON-TANGENT CURVE CONCAVE SOUTHEASTERLY WITH A RADIUS OF
5,307.50 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH 56-
56' 20" EAST;
THENCE` SOUTHWESTERLY ALONG SAID HASTINGS AVENUE WEST RIGHT OF
HAY LINE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00°
31' 47", AN ARC DISTANCE OF 49.07 FEET TO A POINT OF CUSP WITH
A CURVE CONCAVE SOUTHWESTERLY WITH A RADIUS OF 30.33 FEET, FROM
WHICH POINT A RADIAL LINE BEARS NORTH 57° 28' 07" WEST;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 116° 26'
47", AN ARC LENGTH OF 61.64 FEET TO THE TRUE POINT OF
BEGINNING.
CONTAINING 0.013 ACRE.
File: Hastings.Desc--Disc 77
717 SOUTH PEABOW.. POW ANGELES. WA 98362 (706) 4528491 /-BO654.55e5
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NORTHWESTERN TERRITORIES, INC.
Engineers 0 Land Surve}rors 0 Planners
Construction Coordination ¦ Materials testing
NT I
JUNE 4, 1986
LEGAL DESCRIPTION FOR CONSTRUCTION PERMIT s;
HASTINGS AVEUNE WEST (COUNTY ROAD NUMBER 691008)
PUGET SOUND PULP AND TIMBER COMPANY TO JEFFERSON COUNTY
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 7, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., JEFFERSON "i
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
A STRIP OF LAND' 35.00 FEET IN WIDTH, THE SOUTHEASTERLY LINE OF
SAID STRIP BEING DESCRIBED AS FOLLOWS:"
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF
THE NORTHWEST QUARTER;
THENCE SOUTH 88` 21'25" WEST ALONG THE SOUTHERLY LINE OF SAID
NORTHEAST QUARTER OF THE IIORTH14EST QUARTER, A DISTANCE OF
540.25 FEET TO AN INTERSECTION WITH THE CENTERLINE OF HASTINGS
AVENUE WEST (COUNTY ROAD NUMBER 691008), SAID INTERSECTION
BEING THE TRUE POINT OF BEGINNING OF THE SOUTHEASTERLY LINE OF
SAID 35.00 STRIP OF LAND;
THENCE NORTH 26° 37' 00"EAST ALONG SAID CENTERLINE, A DISTANCE
OF 31.03 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY AND HAVING A RADIUS OF 4,703.83 FEET;
THENCE NORTHEASTERLY ALONG SAID CENTERLINE AND SAID CURVE
THROUGH A CENTRAL ANGLE OF 07° 16' 2011, AN ARC LENGTH OF 597.04
FEET TO THE NORTHEASTERLY TERMINUS OF SAID SOUTHEASTERLY LINE.
THE SIDELINES OF SAID STRIP SHALL BE PROLONGED TO TERMINATE IN
THE SOUTHERLY LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST
QUARTER.
File: Hastings.Desc
Disc 77
717 SOUTH PEABOCY, PORT ANGELES WA 98962 (205) 4528491 1800854.5545
r '
f
JEFFERSON TITLE COMPANY
LIMITED LIABILITY REPORT
Jefferson County Engineers Dept. Order No. R-29550-E
Jefferson County Courthouse Charge: 2150.00
Port Townsend, WA 9836E
Attn: Bruce Tai:: 1171.70
Total:
This is a report as of May 21, 1986 at 8:00 a.m., covering the
property hereinafter described. The information contained herein
is restricted to the use of the addressee, and is not to be used
as a basis for closing any transaction affecting title to said
propertyc.ate Liability is limited to the charge made for this.
certifi
,
DESCRIPTION:
The South 1/2 of the Northwest 1/4 of the Southeast 1/4 of Section
6, Township 30 North, Range 1'West, W.M., EXCEPT Cape George to
28th Street County Road, AND EXCEPT Old County Road; situate in
the County of Jefferson.:State of Washington.
VESTED IN:
GLENN W. ISON and MARGARET A. ISON, husband and wife
EXCEPTIONS
1. Possible future Local Utility District Assessments inquiry
should be made at Jefferson County Treasurer's Office for
further particulars.
2. License to construct, operate, maintain and renew and remove an
underground communication cable line along, across, beneath and
over the property herein described and other property, as
granted to the United States of America by instrument dated
August 8, 1959 and recorded in Auditor's File No. 123478,
records of said County.
3. Matters disclosed by Survev recorded February 4, 1982, under
Auditor's File No. 276669 in Volume 5 of Surveys, page 89 as
follows:
A 60 foot wide easement
802 Washington St. • P.O. Box 256, Port Townsend, WA 98368 • (206) 3852000
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OracY? No. F 29.55o-r
Jefferson County E{ sneers Dept,
Special_ Exceptions Page 2
4. CONTRACT OF SALE AND THE TER]"S AND CONDITIONS THEREOF:
SELLER: Glenn W. Ison and Margaret A. Ison, husband
and wife
PURCHASER: Milos Falta, a single man
DATED: December 22, 1980
RECORDED: January 5, 1981
RECORDING NO.: 269840 EO 43122
Purchaser's interest in said Real Estate Contract is presumptively
subject to the community interest of his spouse if married on or
since December 22, 1980.
5. Liability for real estate taxes which have not been searched,
This report is made soley for the purpose of determining the status of
property, and cannot be used as the basis for any sale, mortgage,
litigation, or other action affecting said property. Liability is
limited to the sum paid therefore.
JEFFERSON TITLE COMPANY, INC.
BY: C?'9 I'/?J
ne' wanson, it a icer
JS:bct
' t
SURVEY OF, THE SI12 OF THE NN'114 OF THE SE 114
SEC. 6, TWP, 30 N., R. I W,, W. M,
r
i JEFFERSON COUNTY, WASHINGTON
The p is for your Information. It Is not Intended to
expressur exact boundaries nor is it intended to depict
the act It location of existing easements, streets, roads S[ 1 NLW .1101 Rt ASTI1 Ell
and higt? rays, The Company assumes NO LIABILITY for . .N[YIOU![, MET Rf/AR, YOt S, ti O OJ -,r,
any LOS{' occurring by reason of reliance thereon.c fc f.af•[NI roe[ 6RARTL010 IURgIt[Rd
I' • 200JEFFEASON TITLE COMPANY
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NORTHWESTERN TERRITORIES, INC.
Engineers m Land Surveyrors • Planners
Construction Coordination ¦ Materials Testing
NTI
4 ,-
JUNE 4, 1986
LEGAL DESCRIPTION FOR RIGHT OF WAY ACQUISITION f
HASTINGS AVENUE WEST, (COUNTY ROAD NUMBER 691008)
MILOS FALTA TO JEFFERSON COUNTY
THAT PORTION OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 30 NORTH, RANGE 1
WEST, W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: f,
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTH HALF OF THE
NORTHWEST QUARTER OF THE SOUTHEAST QUARTER;
THENCE SOUTH 89° 44' 53" WEST ALONG THE SOUTHERLY LINE OF SAID
SOUTH HALF OF THE NORTHWEST, QUARTER OF THE SOUTHEAST QUARTER, A r
DISTANCE OF 131.89 FEET;
THENCE NORTH 35° 47' 31" EAST PARALLEL WITH AND 30.00 FEET
DISTANT NORTHWESTERLY, MEASURED AT RIGHT ANGLES, FROM THE n
CENTERLINE OF HASTINGS AVEUNU WEST (COUNTY ROAD NUI4BER 691008),
A DISTANCE OF 239.01 FEET TO THE EASTERLY LINE OF SAID SOUTH
HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER;
THENCE' SOUTH 02* 20', 21 WEST ALONG SAID EASTERLY LINE, A
DISTANCE OF 193.46 FEET TO THE TRUE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PORTION OF THE ABOVE DESCRIBED PARCEL
PREVIOUSLY ACQUIRED BY JEFFERSON COUNTY THROUGH RIGHT OF USE.
ALSO EXCEPTING THEREFROM RIGHT OF WAY CONVEYED TO SAID
MARCH, 1892 FOR OLD COUN1•Y ROAD NUMBER 40.
CONTAINING 0.094 ACRE.
File: Hastings.Desc
Disc 77
T7 SOUTH PEABODY. PtJnf ANGELES. WA 99062 (295) 4528491 14300854-5545
')O/D-7 1011
JEFFERSON TITLE COMPANY
f?( Y.j LIMITED LIABILITY REPORT
Jefferson County Engineers Dept, Order No. R-29550-I
Jefferson County Courthouse Charge: $150.00
Port Townsend, WA 96368 Tar.: 11.70
t
Attn.: Bruce Total; M 7C?
This a report ,as?0f June 10, 1986, at 6:00 a.m., covering ther
property he eina.ter described. The information contained hee-
in is restricted to the use of the addressee, and is not to be
used as a basis for closing any transaction affecting title to
said property. Liability is limited to the charge made for
this certificate.
DESCRIPTI01;
The Northwest Quarter of the Northwest Quarter of the Northeast
Quarter and the Eas, half of the Southwest
Quarter of the Northeast Quarter of Section sh the Northwest
on Township 30 North,
Range 1 West, W.Y. in Jefferson County, Washi net'n;rEXCEPT Hastings
Avenue 'county ,road right-of-way; TOGETHER WITH and subject to an
easement for ingress, egress and utilities over60 under and across
that portion of the Wes: 60 feet and the South feet of the West
half of the Northwest Quarter of the Northwest Quarter ofthe
Northeast Quarter of Section 7, Township 70 North, Ranee 1 Wes:,
W.N. in Jefferson, County, Washington, lying Southerly of Hastings
Avenue county road and over, under and across the West 60 feet
of the South 60 feet and the South 30 feet of the East half of
the Northwest Quarter of the Northwest Quarter of the Northeast
Quarter of said Section 7, and over, under and across the South
30 feet of the West half of the Northeast Quarter of the Northwest
Quarter of the Northeast Quarter sald.Section ;, and over, under
and across the North 30 feet and of the East 30 feet of the East half
of the Southwest Quarter of the Northwest Quarter of the Northeast
Quarter of said Section. 7, and the North 30 feet, :he lies: 30 fee: Eas and West hat +o:'fee: Sof t outheast West 60 feet of the South 6% _e- of .he of the Northeast the east ..tarter of the Nor:.'.wes: ;tarter
Quarter of said Section, 7.
VEP,TED IN:
EDWARD 0. (SKIP) MCCLAN14AHAN and DANIELLE A. MCCLANNAHAN, husband
and wife.
- continued -
I 802 Washington St. • P.O. Box 256, Pon Townsend, WA 98368 • (208) 385.2000
f
wA 4`I '
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Order No. R-29550-7 *
?
• Jefferson County! gineers Dent.
L
Special Exceptions Page 2
EXCEPTIONS:
I. Reservation of all of the oil, gas, and other minerals and a
mineral substances in and under and that may be produced from
the within described land, subject to certain rights of way,
-
k
exceptions, reservations and leases as described herein, with
the right to prospect for and exploit the same to carry away
any such oil, gas, and minerals, if found, provided that, grantee
_does no disturb any logging operations for timber, all as
contained in Quit Claim Deed to Mineral and Oil Rights:
DATED: February 25, 1955
RECORDED: March 4, 1955
RECORDING NO.: 144781
VOLUME/PAGE: Volume 139 of Deeds, pages 504 to 509
2. Reservation of 1/2 of all the gas, oil, minerals, and mineral
rights in and under the within described lands, contained in
Deed from W.A. Moe, at al, to Discovery Bay Timber, Inc., a
corporation, recorded in Volume 146 of Deeds, page 215, under
Auditor's File No. 155665, whereby the grantor excepts and
reserves 112 of all oil, minerals and mineral rights, the
grantee, its successors and assigns, shall have the sole and
exclusive management of all of said gas, oil and mineral
rights.,
3. UNDERGROU14D UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE:, Pacific Northwest Bell Telephone Company,
a Washington corporation
PURPOSE: Install, operate and maintain underground
communications lines together with necessary
conduits, manholes and vaults
AREA AFFECTED: The Southerly 10 feet of the Northerly 30
feet of the North 1/2 of the Northwest 1/4
of the Northeast 1/4 of said premises
DATED: January 17, 1977
RECORDED: February 25,1977
RECORDING NO.: 240373
4. U14DERGROU14D UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Puget Sound Power & Light Company, a
Washington corporation
PURPOSE: A permanent, assignable, non-exclusive
easement to install, operate and maintain
underground corununications lines together
with necessary conduits, manholes and
vaults
AREA AFFECTED: The Southerly 10 feet of the Northerly 30
feet of the North 112 of the Northwest 1/4
of said premises
DATED: August 12, 1980
RECORDED: September 24, 1980
RECORDING NO.: 267942
- continued -
Order No. R-29550
Jefferson County ineers Dept.
Special Exceptions Page 3
5• Reservation of all of the ores and minerals of any nature what-
soever and all geothermal steam and heat in or upon said land
not otherwise previously reserved in instruments of record,
including but not limited to coal, oil and gas, together with
the right to enter said lands for the purpose of drilling,
developing and working mines and wells and to occupy and make
use of so much of the surface of said land as may be reasonably
necessary for said purposes, provided that the Grantee herein
shall be paid reasonable compensation for any injury or damage
to said land or to the improvements thereon caused by the exercise
of, any rights herein reserved:
IN FAVOR OF: Crown Zellerbach Corporation, a Nevada
corporation
DATED:' August 22, 1984
RECORDED: August 28,1984
RECORDING NO.: 291093
6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: The United States of America
PURPOSE: Construct, operate, maintain, renew and
7 remove an underground communication cable line
AREA AFFECTED: Portion of said premises within the right
of way of the Chevy Chase to Cape George County
Road (p,40)
DATED: August 8, 1950
RECORDED: August 8, 1950
RECORDING NO. 123478
7•. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: The Pacific Telephone and Telegraph Company
PURPOSE: Construct, reconstruct, operate, inspect,
maintain or remove lines of telephone and
telegraph, or other signal or communication
circuits, together with the right of ingress
and egress
AREA AFFECTED: Portion of the Northwest 1/4 of the Northwest
1/4 of the Northeast 1/4 lying North-
westerly of County Road right of way
DATED: May 28, 1955
RECORDED: July12, 1955
RECORDING NO.: 146308
Contains covenant prohibiting structures over said easement
or other activity which might endanger the underground system.
Also contains the right to remove and trees or parts of trees
or other vegetation within 15 feet of said lines and may level
and grade a strip of land 6 feet in width on each side of said
lines.
8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
DISCLOSED BY: Instrument recorded under Auditor's File
No. 292315
- continued -
Order No. R-29550-:
Jefferson County gineers Dept.
Special Exceptions
Page 4
(continued from paragraph 8)
PURPOSE: Ingress, egress and utilities
AREA AFFECTED: A
portion of said premises
9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Puget Sound Power & Light Company
a
,
Washington corporation
PURPOSE: Underground electric
system
AREA AFFECTED: Portion of said premises
DATED:
March 19;,1986
RECORDED: April 8, 1986
RECORDING NO.; 300166
10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: Edward G. (Skip) McClannahan and Danielle
TRUSTEE: A. McClannahan, husband and wife
Jefferson Title Compan
I
y,
nc., a Washington
BENEFI corporation
CIARY: r
Puget Southern Properties, Inc., a Nevada
AMOUNT: corporation
$20 000.00
DATED:
RECORDED: November 16, 1984
November 16, 1984
RECORDING NO.: 292316
11, Liability for real estate taxes which have not benn searched.
This report is made soley for the puspose of determining the
status of
r
e
p
op
rty, and cannot be used as the basis for any
sale, mortgage, litigation
or oth
,
er action affecting said
property. Liability :.s limited to the sum paid therefore.
JEFFERSON TITLE COMPANY, INC.
By:
,ane Swanson, Title Officer
JS:bct
Sun ,y of o ponccn 1,,E11'4, sec. T, Twp. 30N, Rng I Vi., wM• - " '
1 , Jeff son County, Woshin;:!on '
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i The map is for your Information. It is not intended to
i express your exact hcunr+rnc nor is it intended to depict
<r.. f.
i :the actual location of o ti ling e•?seorenis, streets, roads;; • r? „r r ,,, r,rr
and nd highways. The CemPany assmnes WO LIABI
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NORTHWESTERN TERRITORIES, INC.
Engineers ¦ Land surveyors ¦ Planners
Construction Coordination ¦ Materials Testing
an u".,.m ...
JUNE 4, 1986
LEGAL DESCRIPTION FOR RIGHT OF WAY ACQUISITION
HASTINGS AVENUE WEST, (COUNTY ROAD NUMBER 691008)
EDWARD G. MC CLANNAHAN TO JEFFERSON COUNTY
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 30
NORTH, RANGE I WEST, W.M., JEFFERSON COUNTY, WASHINGTON
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH
SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT A 6" X 6" SANDSTONE MONUMENT MARKING THE
NORTHWEST CORNER OF SAID NORTHEAST QUARTER;
THENCE SOUTH 01° 53' 06" WEST ALONG THE WESTERLY LINE OF SAID
NORTHEAST QUARTER, OF 445.78 B WEST FEETO AN T INTERSECTION
NUMBER
691008), SAID INTERSECTION BEING THE TRUE POINT OF BEGINNING OF
THIS CENTERLINE DESCRIPTION;
THENCE NORTH 35° 47' 31" EAST ALONG SAID CENTERLINE, A DISTANCE
OF 553.91 FEET TO AN INTERSECTION WITH THE NORTHERLY LINE OF
SAID NORTHEAST QUARTER, SAID INTERSECTION BEING THE END OF THIS
CENTERLINE DESCRIPTION.
THE SIDE LINES OF SAID STRIP SHALL BE PROLONGED OR SHORTENED TO
TERMINATE IN THE NORTHERLY AND WESTERLY LINE OF SAID NORTHEAST
QUARTER.
EXCEPTING THEREFRO14 THAT PORT1014 OF THE ABOVE DESCRIBED STRIP
BY JEFFERSON COUNTY THROUGH RIGHT OF USE.
CONTAINING 0.399 ACRE
File: HIstings.Desc
Disc 77
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Sale # Grantor: Grantee:
1. Puget South props. IIcClannahan
2. Doyle Whittaker
3. Han;e Lockhart
4. Dechantal flurry
5. Spindor Farrer
fi. DeChantal Gndboo;
7. Dechantal Nelson
S. Puget Sowth.Props. Dawson
9. Eastman I.S,irrs
10. Kelleher MCV.inn
11. 1-incry Stuart
Listings t•'r.Cl.uukat,cn - Subject 'i001071G11
2.75 Ac. W/Hastings W. access for 515,750.00
5 + /+c. "
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"
521,: O.Ch 11
5 ± .
Ac. " " 519,50).00
J. A. SIEBENSAUM
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33
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- ',.: LL11 117A
• I) AJ';hr o: Lii? T';?\; 400r d: N.E. of McMinn Rd. on both sides of Hastings Ave, 14 y
fNOT
d PLOT P A\' s,ETC'i
(S
• ) a• Accees :unrestricted
.
n
cktopped
u
improved
L. Present Use: unimproved
c. Use: single family res
.
d. ton ir. g: none
SoaP/i F'.l Cl. e. Di man sion s:irregular
[. Area: 15 } acres ,
?...• t. Sale Date:11-16-84
ll h. Price: $ 25,000.00
r?t..
?(?!//? I. Instrument: D. of T.
, i. Tcrms: unknown
L. E. Tax Nc.: 50336
1. Grantor;PUGET SOUTHERN PROPERTIES
m. Grantee: MCCLANNAl1AN, Edward G. &
r,. Cor.ftrnec e
t
lt
, (names:dates)Danielle
Edwa rOlc.Clannaha
T.6en b,:JDI=.A....Slab eahauia......
D
te
8
12
Bb a:....... 8 13-86
............:............................
a
.
,
-
,.
(41 LEGAL DESCRIPTIOC: o. Date Ins;ectec ..A-12-86 .. """"
NW NW NE &. E? SW NW NE, 7-30-111; Ex. County Rd
& restrictions of record,'. , R/1•?. TOW & sub, ..•
to easements
(5) PROPERP.' DESCHIPT10%
An irregular shaped parcel, reasonably level and just slightly above
blacktopped Hastings Ave
rade
W
f
g
.
o
, on the East side and on grade on the West. Small
tree. and brush cover, public power and t
l
e
ephon e available.
l61 ANALYSIS:
a. Extractror. Lase
Land. ( yr crcc or
C TOTAL VALUE
UNIT VALUE
:jror.? jec:
jor each iJPeL •.
15 d: acres
S .2? P04..4.4.
t 11667 + acres
Improvements: vc i
E y?c and
--,cc oecci)
none
..... ..... c
S -.
....... ........
Land Improvements; ^•••••-___
none
(7) MIPARATIPE ANALYSIS, Total Sale Price f .........
SIEBENBA
UAI
DDT'0`?•t rir P.rcel Nc. --------
lOO
hHt ---- GNPARAII;
<.
E
,
r .
SALE
?W
fat.,.
It (1) kl! ? . or.LOCATIO\:2/10 mile N. of Hastings Av on W. side Old Middle Pt. Rd,
?1U ( 7 PHtT'?4H4hHd PLOT PLAN SF;ETG1 lrccess.Fravel-unrestricted
N L17n+I Presort U&e: unimproved
c. Ii. d B. Use: single family residence
Znr i r.
?J ,? i?'• f: none
00
Dimensions: irregular
Area; 38t acres
j c. Sale Uate: 7-31-84
gpgT 4r1' h• Price: $195,000.00
"•A) i. Instrument:S.W.D. M•
6? i- Termt: cash to seller
A. E Taa 4,,.:49977
tA!% 1. Grantor: DOYLE, Alberta If.
a. Grantce:IMITTAKER, James W. & Roberts,
w
n.. C.ociirnec ritr 1nan.es'asteal Dianne
417V!R Roberts 8-13-86
Taken bc:..lALa.A....SE?tcR6.3.V1a.....Uatr
•. .. LEGAL DESCRIPTION:
SW SW NW, 5-30-1W, lying W. of Rd.
S. 6601 ± Tax 2, less Tax 9, 6-30.114, S. 660' t SR NE, 6-30-114, Lying W. of Rd.
(5) PHOPEHTI DESCHIPT10":
An irregular shaped parcel running from the Old Middle Point Road. to the Strait
of Juan DeFuca.. Rolling ground,. tree & brush .. covering,. with overall slope down-
ward to the West; along with some 420" t.waterfront. . Gravelled access, public
power & telephone available. Portions of the property have excellent water &
mountain views. - -
(S) ANALYSIS:
a.'Excrr;ction Data TOTAL VALUE: UNIT VALUE
Land; (Give crro or jroa: irN. jor cccr. z)-pr)
38 + acres f 1 .RAP..94......... c5,132.00 + acres
t,
1n.prnvements: i`Civc rype anal orec o.f eacr.)
-0-
none S_»...._......»_.
f .........._____......:. S ............_
Land Improvements:
_0-
none
Total Sale Pricy f Ag5L000.00
(7) . COMPARATIVE ANALYSIS. _
A. A. SIEGE &W14
.:...:. _..__..........___ X'-"cise• Parcel No.
DOT:r »t ow COSpAAAA E SALE NO. :.._..? .............
tl ararl.
'Y
t:1i, 1.TT Irtii
"I hDDBESS or LOCATION; 1600' ± SS?of McMinn Road & If mile R. of County Rd. 1140
2t°It1
Al 7 10 tGRhnR & PLOT PLAN SI;ETCN (3) a. hcceas ravel-unrestricted
t. Present User unimproved
c. li.& U. Use: single family res.
d. Zonjr.F: none
e. D:--nsions:470' X 660' t
ar
[. Area: 6.84 +_
s, Sale Date: 7-9-86
h. Price: S 25,000.00
In t. Inst rument:S.W.D.
h{*u i • Tcrm s: cash to seller
k. E. Tax %, :Auditor's file 301756
I. Grantor; IIANKE, Lewis P. & Susan
a. Grantee: LOCKAR'f. Russell & Franklyn
n. Confirmed with 'nam, d,,)
f,OCO + ............ j .......................................... .8-14 86
Taken bq::.Rich.. f;lvCCS ...................Daec
(4) LEGAL DESCRIPTION; -86•' o. Date lnspeetec :...8r12..afi............................
Tax 7, 7-30-iW
i
t
(5) PROPERTY DESCRIPTION:
A rectangular shaped parcel lying 14 mile East of County Road A40. The land
is gently rolling with a small knoll and-a. small tree covering.._ There is a
gravelled access with public power and telephone available...
(c) ANALYSIS:
-a. Extraction Data TOTAL VALUE UNIT VALUE
Land:".(&'ivr crra o- front fee* for cacr, type)
6.84 d: acres c 2,$,000,00..... 3 655 OO f acre
r c
lmnrecements: (sivrtyyr and crocoJ_eccr.) S ........................ _..
none S r.9r...
Land Im ro,ements: S ...: S
S. _.._? ?':_......
none ...... 5 ...........
. 'S .2?.QD0,00
(7) COMPARATIVE ANALYSIS: Total Sale Price .........
1. A SIEBENBAUM
_.... _..__......_...._ •;> -. srr !'arc "-.
R' r.. el No. - CMIPARAI3.E SALE NO. :A .:...... DOi?i ,to cn. _? .......
,'
z
M: 4),I.L1 1 41A
Of llastin)?
(L L7„ N: 4 mt: A3/4 mile is S, H, (3) a. Access:
,s Ave. on the q. side of.. Jol.ie !toad.
1-2) Pi10TOG TOGPko)i & PLOT LAT PLAN G . Present Lse:,nimproved
?I gravel-unrestricted
t
jOl1t: c. fi. & B. Gse:single family res,
nine: none
e. Dimensions: 660 X 3301 ±
f. Area:5 t acres.
c, Sale Date:6-19-86
1. Instrument: 5.4! el
P?V' teC' h. Price: $17,500.00
1. 7crms; cash to seller
k, E. Tax 00.:52888
1Gran tor;0f.C11ANTAL, Alain &Judithm. Grantee: BARRY, Thomas C. &Mary6. Co r.il rm ea . i to (name axles)
udi4h A,...Ae.GbanCal. 81.2 ar; .:
.Rich River ...
Tai en b ..............? ...Datt .0...12.z.H., o. Date Inspected ..ad12 a4..:...... ....
14) LEGAL DESCRIPTI01:
WJ Sid NE$£7-30-14J, Together w/ and subj, to easements, restrictions & reservations
of record.
_ (5) PROPERT'S DESCRIPTIO'c
'A rectangular shaped parcel lying 3/4 mile from Hastings Ave. on the S. side
of Jolie Road. Gently rolling ground with small. tree & brush covering. Public
powers telephone available. Access is gravel covered,
(6) ANALYSIS: TOTAL VALUE
a. Extraction Date UNIT VALUE
I..nnd: (£ivr orc¢ or from jeci jor eaci type)
5 1: acres
3 ..1.2.,SA.Q QQ....:...: f s
c ......... c
lmprotements: (c;vc r :.....
c ypc and arec of cacr.)
none $
S ...._..____.._...._.... 3 .........._...
Land I.
Provements: (licmizr) .........»..
none
Total Sale Price S „171500 00
(7) =PARATII'E ANALYSIS:
A. SH3D8AUM. .
DDT:i?>ie1? n.
SALE NO.:-»_ 4..........».:
'. Y. tr.t.L7 1,Ait
-(I) U,PEStr or LOCATION: 11.14. corner of Iastings Ave. & E. Middle Point Road,
) PHOTOGRAo1! & PLOT PLA`; Sf;ETCJi (3) a. Access:blacktop/p,ravel-unrestricted
e.: Present Use: unimproved
c. F. & B. Use:single family res.
d. Znnir.F:none
e. Dimensions: irregular
71tr a? (T r /f Fr 6't I. Area:1.71 d: acres
C. Sale Date: 6-19-85
'- h. Price: S9,500.00
?jryiia«i ?< I. Inst rument: S.W.D,
1- Terme: cash to seller
1. E. Tax !%o.51407
1. Grantor: SPINDOR,Phillip F.
e, Grantee: FARRF.R, Dean
r. Co r. ri rn:ec ri th (names 'dat es)
,Jacqui.line,S,?indor,•,; 8-13-86
Taken Rj 1)4L
2,;12-fG,,, o. Dace Inspected 8,12 86
(4) LEGAL DESCA1PT10S:
' SW I1H NW SE lying N, of Hastings Ave. & W. of E, Middle Point Road. 5-30-1W
'(5) PROPERn DESCHIPTIO',!
Ali irregular shaped corner parcel, reasonably level & slightly below grade
of blacktopped Hastings & mostly on grade of gravelled E. Middle Point Road. -
. Small tree and brush covered, public power & telephone available,
(c) ANALYSIS:
a. Extraction Data TOTAL VALUE UNIT VALUE
Land: .(givcarca o jror.i ice: jor eaer.ty:r)
1,71 t acres 9 500 OQ ............ 53,800.00 d: acres
S S
Improvements: (g:vc Type and arco of cacr,)
none
Land log ro vem en ts; S ....•..._-•....._•.... •. S
P (iteri Ze )
.
none
Total Sale Price S J?SODt00 -.. .,.•
(7) M,%iPAHATII'E ANALYSIS:
1. A SIE8Entt„u,p
00 T:i ?tio? n
f rc sr. Partd] Ao. ..__-.._. COMPA)'WLE SALE NO.:- 5
Y ?ti -u
r
i??-ti 1 1 5 1- ?,ti
,YfY,"G?'?5'P?TS'y.c°? ,fq'?g,?y:??nYwfi°?4Y t9ex,7v143r3.,+f''}"Y''YYCi1t.:l'M`' .'1y* ? j..
. .............,
(L AUDr'E. oP LOCATION: lp mile S.E. of Hastings Ave. V. on W. side of Jolie Road
(2) PHOTi1GR off & PLOT PLA`? SEETCH (J (3) a. Access:8ravel-unrestricted
'
t ) G. present L..., unimproved
`6. I!J_t2 » c. I , & H. L; se; single family res.
d. Znnir.E: none .
+s e. Dimensions: 660' X 660' -1
tj 0 f. Area: 10 ± acres
Ott j, c. Sale Dace 7-18-1986
yy f h. Price: S32 000,00
Q a i. I nst rumen t,R,E. C.
I 1. 7rr¢ 51500.00 dim. $422.00 P.M. 111.56
)1 t k. E Taz so.; 53013
3! 1. Grant:
DECHANTAL, Alain. L. & Judith A
a iiiaaa ¢,.
Granteete
s !I GADISOW, aWilliam C. & n es 'Les)
Cynthia J
n, Cnr i rmea .i to (nan. a.t
?,,,?,,, •„ •, ,Judith, A DeChantal 8 .12 86
Taken 6,;slnhn..A...&S,eilenhAUm....... Date ?-12-A6,• o, Date lnspected .,8-12-86
(4) LEGAL DESCRIPTIO\: ..............
-S'. 15 t acres of E? SW NE , 7-30-1W; 11c. S. 329.3'+ theof.
(5) PROPERT)..DESCHIP710\:
A square-shaped parcel, reasonably level with a gentle slope down to the
West,. Partially cleared with scattered small trees &..brush covering. Gravel
access,. public. power & telephone available.
Now improved witha double wide mobile home.
(6) ANALYSIS: TOTAL VALUE- UNIT VALUE.
a. Extraction Data
Land: (g:ve area or jror,z ject-jor eae}. type)
10 is acres 532,00,00
lmnrorements: (give tyye and area ej eac&) •»'?
None
S _........_ »»...... S ....»... _....
Land ]mpiovemencr.' (izerizr)
None
Total Sale Price 5 32,000:00
(7) COMPARATIVE ANALYSIS: »
,T
I
}
Jr A. SIE8E880,1
___...._»..____ ...»:.... 6ftraiser I"rcel Nut"' 6
.er ..l.rm _....... LE SALE KO. ::...._....,..
DOT.nsirsa.n,