HomeMy WebLinkAboutDOT Pedestrian Bridge Permit No. 42705 and 7558 - PLN General - 1/21/2003 Washington State Olympic Region Headquarters
Department of Transportation 5720 Capitol Boulevard,Tumwater
Douglas B. MacDonald P.O.Box 47440
Secretary of Transportation Olympia,WA 98504-7440
360-357-2600
Fax 360-357-2601
January 21,2003 wwwmsdo0.wa 3-6388
t
EI i� D
JAN 12 2G03
Mr. David Brandt
Blue Heron Condominiums MCCD - PLANNING
6520 E. Highway 106
Union, Washington 98592
Re: General Permit No. 42705
Blue Heron Condominium—Pedestrian Bridge
SR 106,MP 6.58,Vicinity
Dear Mr. Brandt:
I
Enclosed is your fully executed General Permit allowing you to perform the
indicated work within the State's right-of-way.
Prior to beginning work on this project,please contact Clay Wilcox of the Port
Orchard Maintenance Office at(360) 874-3050. No work is authorized,within the
State's right-of-way until you have fulfilled this requirement.
If you have any questions about this permit,please contact me at(360) 357-2736.
Sincerely,
DALE C. SEVERSON, P.E.
Development Services Engineer
WSDOT, Olympic Region
DCS:ypl
TAJ
Enclosure
cc: Mason Co. Dept. Comm. Dev., P. O. Box 279, Shelton,WA 98584
Joyce Komac/Clay Wilcox,Port Orchard Maintenance,MS; WB-18
_ Washington State Application for General Permit
Department of Transportation
Permit No. 42705
Applicant - Please print or type all information
X General Permit(no fee)
Application is Herby Made For: General Permit$2.50(Subject to RCW 47.12.140(2))
Intended Use of State Right of Way is to Construct, Operate, and Maintain a:
Repair of Blue Heron pedestrian bridge.
on a portion of State Route 106 at Mile Post 6.580 in Mason County,
1/4 of SW 114 of Section 33 Township 22 Range 3 West/East W.M. W
Fees in the amount of are paid to defray the basic administrative expense incident to the processing of this
application according to RCW 47.12.140(2)and amendments. The applicant further promises to pay additional costs
incurred by the Department on the behalf of the applicant.
Checks or Money Orders are to be made payable to "Washington State Department of Transportation".
BLUE HERON CONDOMINIUMS .a-2 6e-4--1Cff
Applicant(Referred to as Permit Holder) Applicant Authorized Signature
6520 E. Highway 106 co �('a✓ic '�
Address Print or Type Name
Union WA 98592 ac-s
City State Zip Code Title
r^
360-898-3123 Dated this 10 day of
Telephone
91-0988368
Federal Tax ID Number or Social Security Number
Authorization to OccupyOnly If Approved Below ?�,, F
Y PP
The Washington State Department of Transportation referred to as the"Department",hereby grants this Permit subject to the terms and
conditions stated in the General Provisions,Special Provisions,and Exhibits attached hereto and by this reference made a part hereof:
Construction facilities proposed under this application shall begin within one year and must be completed within three years from date of approval.
For Department Use Only
Exhibits Attached Department Approval
Exhibit"A"-Special Provisions for Highway
Encroachments, Pages 1 and 2.
Exhibit"B"-WSDOT Right of Way Sheet, Pages 1. BY: DALE C. SEVERSON, P.E.
Exhibit "C" -Site/Design Plans, Pages 1,2 and 3. --
Exhibit"D"-WSDOT Traffic Control Plans, Pages 1. ' Le
Title: Development Services Engineer
Date: JAN 21 2003
Expiration Date: JAN 2 1 ?OQF
RAMPS-General Permit-Page 1
General Provisions
1. The Permit Holder,its successors and assigns,agrees to protect the State of Washington,its officers and employees and save them harmless
from all claims,actions or damages of every kind and description which may accrue to or be suffered by any person,persons,or property
by reason of the acts or omissions of the Permit Holder,its assigns,agents,contractors,licensees,employees or any person whomsoever,in
connection with Permit Holder's, its assigns',agents',contractors',licensees'or employees'construction,installation,maintenance,operation,
use or occupancy of the right of way or in the exercise of this permit. In case any suit or action is brought against the State of Washington,
its officers and employees,arising out of or by reason of any of the above causes,the Permit Holder,its successors or assigns will,upon
notice of such action,defend the same at its sole cost and expense and satisfy any judgement against the State of Washington, its officers,or
employees:PROVIDED,that if the claims or damages are caused b or result from the concurrent negligence of a the State of
9 YO
Washington's agents or employees and(b)the Permit Holder or Permit Holder's agents or employees,this indemnity provision shall be valid and
enforceable only to the extent of the negligence of the Permit Holder or the Permit Holder's agents or employees.
The Permit Holder,and on behalf of its assigns,agents,licensees,contractors and employees agrees to waive any claims for losses,expenses,
damages or lost revenues incurred by it or its agents,contractors,licensees,employees or customers in connection with Permit Holder's,its
assigns',agents',contractors',licensees'or employees'construction,installation, maintenance,operation, use or occupancy of the right of
way or in the exercise of this permit against the State of Washington,its agents or employees except the reasonable costs of repair to
property resulting from the negligent injury or damage to Permit Holder's property by the State of Washington, its agents,contractors or
employees.
2. During the progress of the work,such barriers shall be erected and maintained as may be necessary or as may be directed for the protection
of the traveling public;the barriers shall be properly lighted at night.
3. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to
interfere with the travel over said road.
4. If the work done under this permit interferes in any way with the drainage of the State highway,the Permit Holder shall wholly and at its own
expense make such provision as the Department may direct to take care of said drainage.
5. On completion of said work herein contemplated,all rubbish and debris shall be immediately removed and the roadway and roadside shall be
left neat and presentable and satisfactory to the Department.
6. All of the work herein contemplated shall be done to the satisfaction of the Department,and all costs incurred by the Department shall be
reimbursed by the Permit Holder.
7, The Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this
permit at any time,said change or removal to be made at the sole expense of the party or parties to whom this permit is fissured,or their
successors and assigns.
g. All such changes,reconstruction,or relocation by the Permit Holder shall be done in such manner as will cause the least interference with any of
the Department's work, and the Department shall in no wise be held liable for any damage to the Permit Holder by reason of any such work by the
Department,its agents or representatives,or by the exercise of any rights by the Department upon roads,streets,public places,or structures
in question.
9. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting other permits
or franchise rights of like or other nature to other public or private companies or individuals,nor shall it prevent the Department from using
any of its roads,streets,or public places,or affect its right to full supervision and control over all or any part of them,none of which is hereby
surrendered.
10. The Department may revoke,amend,or cancel this permit or any of the provisions thereof at any time by giving written notice to the Permit Holder.
The Permit Holder shall immediately remove all facilities from the right of way. Any facilities remaining upon the right of way 30 days after written
notice of cancellation shall be removed by the department at the Permit Holder's expense.
11. The party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for which this permit is
granted in a condition satisfactory to the Department.
12. Upon approval of this permit the Permit Holder shall diligently proceed with the work and comply with all provisions herein.
13. This permit is subject to all applicable provisions of RCW47.32,RCW 47.40 and/or RCW 47.12.140(2)and amendments thereto.
Chapter 47.44 RCW,and amendments thereto.
14. The Permit Holder hereby certifies that the facilities described in this permit are in compliance with the Control Zone Guidelines.
RAMPS-General Permit-Page 2
Special Provisions for
Highway Encroachments
Permit No. 42705
Applicable provisions are denoted by
1. No work provided for herein shall be performed until the Permit Holder is authorized by the following Department representative:
Joyce Komac, Superintendent
Port Orchard Maintenance
8293 Spring Creek Road SE
Port Orchard, WA 9837-8192
Telephone: (360) 874-3050
✓! 2. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Permit Holder and Permit Holder's
engineer,contractor,and inspector shall be present.
✓' 3. Should the Permit Holder choose to perform the work outlined herein with other than its own forces,a representative of the Permit Holder shall be
present at all times unless otherwise agreed to by the Department representative. All contact between the Department and the Permit Holder's
contractor shall be through the representative of the Permit Holder. Where the Permit Holder chooses to perform the work with its own forces,it
may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be
grounds for restricting any further work by the Permit Holder within the State right of way until said requirement is met. The Permit Holder,at its
own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent, and
others,so as not to endanger or injure any person or property.
✓' 4. A copy of the permit must be on the job site and protected from the elements at all times during any of the construction authorized by said permit.
✓ 5. This permit does not give the Permit Holder or any agent or contractor of the Permit Holder any rights to cut,spray,retard, remove,destroy,
damage,disfigure or in any way modify the physical condition of any vegetative material located on the highway right of way,except by written
permission from the Department or for purposes as described by No.6 if denoted below. All restoration shall be done to the satisfaction of the
Department at the sole expense of the Permit Holder.
✓ 6. If necessary to increase sight distance,brush shall be removed from both sides of the access connection and stumps shall be removed.
The indiscriminate cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted.
7. The access connections shall be constructed in accordance with the attached
Sufficient length of diameter culvert pipe shall be placed in ditch and laid to a true line and grade.
i m compacted th f ravel
The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 nch)minimum depth o g
base material and a 80 millimeter(3 inch)compacted depth of crushed surfacing top course. Asphalt paving will not be required. Finished grade
of the access connection shall be in accordance with the profile control as shown on the attached plan. Directing of surface water from private
property to Department right of way will not be permitted, unless otherwise approved by the Department.
8. The access connection(s)shall be constructed in accordance with the attached
Sufficient length of diameter culvert pipe shall be placed in ditch and laid to a true line and grade.
The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 inch)minimum compacted depth of gravel
base material,a 80 millimeter(3 inch)minimum compacted depth of crushed surfacing top course,and paved with a 80 millimeter(3 inch)
minimum compacted depth of Asphaltic Concrete Class B unless otherwise specified by the Department. Any existing oil mat on shoulder or
roadway shall be removed and new pavement laid to a butt joint with existing pavement. Finished grade of new pavement shall be in accordance
with the profile control as shown on attached plan. Directing of surface water from private property onto Department right of way will not be
permitted,unless otherwise approved by the Department.
9. All buildings and appurtenances shall be so located at a distance from the right of way line of any State Highway that none of the right of way
therefore is required for use of the patrons or customers of any such establishment. Permit Holder shall comply with local building codes. Set-back
requirements for the location of buildingts in relation to the right of way line are a function of local authorities,and they should be consulted
regarding requirements that must be adhered to.
RAMPS- P
Special Provisions-Page 1 "
1 n
p 9 age Exhibit A
10. The Permit Holder agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's
contractor in the performance of his contract.
11. Work within the right of way shall be restricted to between the hours of 7:00 AM and 4:00 PM and no work shall
be allowed on the right of way Saturday,Sunday,or holidays, unless authorized by the Department. Any lane closures must be submitted for
approval in advance of use. The hours of permitted closure may differ from the above noted hours.
12. The shoulders,where disturbed,shall be surfaced with crushed surfacing top course minimum compacted
depth,or as directed by the Department. The surface of the finished shoulder shall slope down from the edge of pavement at
the rate of 5%unless otherwise directed. The restored shoulder must not have any strips or sections less than 0.6 meters(2 feet)wide.
The restored shoulder shall be surfaced with
✓ 13. The Permit Holder shall be responsible for constructing and maintaining the access connections and appurtenances between the shoulder line of
P 9 9 O PP
the highway and the right of way line inclusive of surfacing and drainage. The Department has the right to inspect all installations at the time of
construction and at any time afterward and to require that necessary changes and repairs be made. Unsatisfactory work will be corrected by the
Department,at the Permit Holder's expense,or access may be removed at the Permit Holder's expense. Directing of surface water from private
property onto Department right of way will not be permitted.
14. The access aconnection shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any tracking of
material onto the highway. Any tracking of material onto the highway shall be subject to enforcement of Chapter 46.61.655 RCW and shall be
immediately cleaned up by the Permit Holder or the Permit Holder's agent.
15. Standard highway warning signs designated as"Truck Crossing"sign, plate W11-6,shall be placed and maintained at Permit Holder's expense on
each side of the access connection. Signs shall be in evidence only when access is actually being used. If necessary,flagmen shall be
provided. Sufficient parking space shall be provided by the Permit Holder outside Department right of way so no vehicles will be parked on
said right of way.
✓' 16. All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of
pavement or as directed by the Department.
✓✓, 17. All slopes,slope treatment,top soil,ditches,pipes,etc.,disturbed by this operation shall be restored to their original cross section and
condition. All hazards shall be marked by warning signs, barricades,and lights. If necessary,flagmenshall be employed for the purpose of
protecting the traveling public. Roadside operations shall be specified by the Department's representative.
✓ 18. During the construction and/or maintenance of this facility,the Permit Holder shall comply with the Manual on Uniform Traffic Control Devices for
Streets and Highways, (Federal Highway Administration)and Washington modifications thereto. If determined necessary by the Department,
the Permit Holder shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance
operations. No lane closures shall be allowed except as approved by the Department representative. Approvals may cause revision of special
provisions,including hours of operation.
19. Bond coverage required to ensure proper compliance with all terms and conditions of said permit will be furnished by a Blanket Surety Bond
held by the Department at the Olympia Service Center.
20. A surety bond in the amount of written by a surety company authorized to do business in the State of Washington
shall be furnished to ensure compliance with any and all of the terms and conditions of this permit and shall remain in force until
all work under this permit has been completed and approved by the Department.
✓I 21. Relative to advertising adjacent to all State highways,we wish to call your attention to the Sceni Vistas Act of 1971, Chapter 47.42 RCW and
State Transportation Commission ruling Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation
of this permit. On-premise signs are allowed.
✓ 22. The Permit Holder shall notify the Department's representative upon completion of the work under this permit so that a final inspection can be made.
✓ 23. The responsibility of the Permit Holder for proper performance,safe conduct,and adequate policing and supervision of the project shall not be
lessened or otherwise affected by Department approval of plans,specifications,or work,or by the presence at the work site of Department
representatives,or by compliance by the Grantee with any requests or recommendations made by such representatives.
✓ 24• All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge
and Municipal Construction,current edition,and amendments thereto,and shall be subject to inspection by the Department.
RAMPS-Special Provisions-Page 2 Page 2 Exhibit "A"
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EXHIBIT "B"
GREENE POST-STUD
Engineering Date: 9/18/02
Company 5"and Up By:
Sheet No.
Input Data: I Post Loc: Blue Heron Pedestrian Bridge Support
Vertical Load P abs) 8,900 F
Lateral Load a �' Fc�+ E ►csi
K'(Pst) 0 525 375 1100
Spacing sp(in) 12 A in2 S in' I in'
Duration Factor CD- 1.00 41.25 51.56 193.36
Repetitive Factor CR. 1.00
Col unbr length in strong axis Let ( 8.92
Co/ unbr length in weak axis Let (t`t) 8.92
Stud/Post Size (1st is stud thickness)) 6x8
No of posts bolted together
1 I
Species (DFL,HF,SPF) HF
Grade (No 1, No2) No2
Beam Stability Factor C L= 1.00
Grading Factor K cE- 0.30
Compression 216 <334
Bending i I
0 < 525
Combined Bending and Axial 0.42
I
I �
Column Stab ili Factor C
Fr = F CD I
4, /d,
375 psi
L.2 /d I 14.27
Fie =
KaE 19.45
(L, / d)Z 872 psi
CP _ 1 +(F� IF) — 1 +(FeE lF') s iiz
- 0.8897
2c 2c c
Allowable compression desi n value Fc-
F` = F`CDCP 0.89 334 psi
fc=P/A
216 psi
Bending
Size Factor CF (bending) CF=(12/d)( if 61>12 1.00
Fb = FbCoCLCF 525 psi
M,,,.,, = W I/8
fb=M,,,.,/S 0 in-lb
0 psi
Combined Bending and"a/
Jb
(F' ) + Fb0 � / F�a ) 51.0 - 0.42
f
I
EXHIBIT "C"
PROJECT: Page / of
Greene Engineering Cc Sheetl Date: 9/18/0 fn:BHPEDBR.XLS 2
Blue Heron Pedestrian Bridge Column US F#2
Column load for 114 bndge
Item Length Weight Total
ft I brit
DL Glulam 25 53 1,325 #
handrail 25 20 500#
deck 25 31.2 780 #
LL 100 psf 25 250 6,250#
Total 8,855 #
Check compression Perpendicular to grain
P= 8,855 #
A= 41.25 in2
fc= 214.7 psi 5 ok
Oil G
,•., ' (CIA L
EXHIBIT "C"
Page 2 of 3
EX DBL 4X12 PED NOTES:
BRIDGE COLUMNS 1 . INSTALL EPDXY GLUE INTO61��
EXISTING pp�� —
A N59 200'
BEM CRACKS.
EX PED BRIDGE DECK 2. JACK BRIDGE FROM CONCRETE �� ti ,?sue X Pig? a FLOAT HANDRAIL ABUTMENT UNTIL EXISTING CRACKS '�
IN SUPPORT BEAM ARE CLOSED. r
EX PED BRIDGE 3. INSERT NEW COLUMN AND ATTACH
TO _EXISTING COLUMNS AS SHOWN.
GLULAM BEAMS � Ex PEDESTRIAN BRIDE W EX DAMAGED SUPPORT
4. REMOVE JACK. g
EX PIED BRIDGE 5. NEW COLUMN SHALL BE FIT TIGHT 2+4.98
—�
4X12 SUPPORT BEAM AND SQUARE AT TOP AND BOTTOM. ATE PLAN
• N
' (DAMAGED)
J C HERE
LEGAL DESCRIPTION
(Porow odpoont to Hood cand only)
SHIM AS REQ'D „°t�°,°a',,, °r of Sectlan 31 Township 22 North, Range 31Y.,
A t% Washington: thence N5'40b4'E along the rest line of
`— EX 4 X 12 COLUMNS AT BOLTS �. 201.49 fort to a point on the corhter ne of Block 8& extended
BR1 weitertx Plat of Union City as recorded in Volume 1 of Plot, Pogo 9: thence
S8410'00'E along the centerihes of Blacks 88 and 105, 1=00 feet to the Rest
morph of State Route 106 Union to Hol
yoke ydaa Creek) m }led n the office of the State
NEW 6 X8 H F 2 Highway
Department In ayrnpkL Washington, on a map dated January 1921. revved
May 1922: thence omtnung SM10'0M 74.69 feat to the easterly right of way
0R BETTER # aW to tim W40Mty extension of the north line of tat 4, Bloch 107 and to ffie
�of a tract of land � to C.M. lrodey by deed doted Jame 1,
11931theri awl
ram n Vdume 55 of Deeds, Pogo 522 n Mason County, Hlmhingtom;
56'E, 9100 feet to the Point 0f Beginning; thence
N'3917'04'E, 1Z.00 Not thence N30'4561, %00 fast; thence
fi59'17'041E. 2347 het to the northeast comer of kind carvsfed to GM. Pbdsy,by
5'—01/4" sold deed and to the outerly saterrion of odd north Ins of tot 4: thence
BOLT A S SHOWN S8410'O , 101.45 feet along the north like of said Lot 4 to me of mom ifl,
(3) REQUIRED ride(tom High r9 c thence meandering eS4M6'2erly 64-2 the of w�
/4' � B OL T H� �� �n4 Knee �detQncex 54016'26'E, 6421 text;
/ SWV4M 12i1.94 feet: S32'40'4M IW95 feet to the south line of Lot 3,
WWASHER 8110dc 10e; thence 101411."dung said south floe 24-4.98 feet to the easterly
right of way of odd state hl,4.,mg thence northeeeisrly along said riot of way along a
DETAIL A & DBL NUT �,a�, o'515 an�d�ce�3467�1t of�tofa,i
N E PED BRIDGE SUPPORT 1 _, _0 1� thence N3ir42 56'M�, 207.37 feet to the Pont of Beginning: oamtonng
1�4 —� —Q BR1 1.280 acres. maw or tom together with all tidelands m conveyed by State of
Washington h4r9 In hoot of. od*mt to and dwttng.on sad propert).
LOOKING NORTHEAST
DSN. BY PROJECT
JOB SITE SAFETY: The engineer has not been retained or compensated to provide �� J CR DJG BLUE HERON CONDOMINIUMS
design and/or construction review services relating to the contractor's safety �e� at d � K . E 6520 SR106 UNION, WA
precautions or to means, methods, techniques or procedures required for the - DJG 11TLE
Contractor to perform his work. The undertaking of periodic site visits by the DWN. BY PEDESTRIAN BRIDGE
engineer shall not be construed as supervision of actual construction nor make DJG SUPPORT RETROFIT
him responsible for providing a safe place for the performance of work by the \BH\BRA 1=4._
DA
contractor or the contractor's employees or employees of suppliers or SHEET NC
'�sjo z���ti 9j�7/o2 GREENE ENGINEERING CO.
subcontractors, or for access, visits, use, work, travel or occupancy by any NAL
JOB NO 14811 SE 58th ST EXHIBIT 4�Cll
DffM6IMD 51 1 99001 BELLEVUE, WA 9800B
425-746-5295 Page -? of 3
BUFFER DATA SIGN SPACING = X (FEET) MINIMUM TAPER LENGTH (L) IN FEET '
BUFFER SPACE = B Freeways 6 1500'+- Lane
Expressways 55/70 MPH (OR AS PER Posted Speed (mph)
S 40 45
SPEED (MPH) 25 30 J 50 55 60 65 To MUTCD) W)dth(feet 25 30 35 40 45 50 55 60 65 70
)
LENGTH (feet) — 170 1 220 1.280 1 335 1 415 485 1 585 RuralRoads 45/65 MPH SOO'+-
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE 2 R' Urban Arterlols 40 MPH 350'+- 10 - - - 265 450 500 550 -
N
O VEHICLE TYPICAL VEHICLE POSTED STATIONARY Allslgns are 48'x48'block on orange 11 295 495 550 605 660
TYPE LOADED WEIGHT SPEED OPERATION unless otherwise designated. - -
(LBS) (mph) Ifeet)
4 YanO
60-70 100 VALUES UAr 12 - - - 320 540 GOO 660 720 780 840
O OUMP TRUCK 24.000 50-55 75 BE REDUCED N
45 50 ACCORDANCE CHANNELIZING DEVICE SPACING (FEET) APPROVED
,
2 TON 60-70 ISO WITH TAU USE, e{..�, 9d \Y�
pARCO TRUCK 15,000 50-55 100 SEE PAGE S. MPH TAPER TANGENT
b 45 75 50/TO 40 80
1 TON 10,000 60-70 200
150 40/45 30 60 (,L
H ARGO TRUCK 50-55 I50 �l� �I 6�,�1 I / /4 /C)45 100
L�
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT T
(') TMA - RECOMMENDED,SEE TABLE FOR APPLICATION PRIORITIES,PAGE 6.
n
O
i
TRAFFIC ENGR
G
W
F�
y �
2"min.
O
ARE
X X X L/3 8 R
G20-2A
ROAD 500 MAX. 48"X24
WORK SHOULDER B/O
AHEAD SHOULDER CLOSED ROADNNORK or
WORK down stream
taper to show end
'-d W20- 1 W20-301
GENERAL NOTES of work area
6% LEGEND W21-5 1 . NO ENCROACHMENT ON TRAVELLED LANE. IF ENCROACHMENT
N
IS NECESSARY, LANE SHALL BE CLOSED.
b SIGN LOCATION
2. PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE.
a a 13 TEMPORARY TRAFFIC CONTROL DEVICES SHOULDER CLOSURE - HIGH SPEED
�-� (40 MPH OR HIGHER)
t�Ya PROTECTIVE VEHICLE - RECOMMENDED TCP 5
op
February 3, 1976
Washington State
Dept of Highways
Highway Administration Bldg
Olympia, Wash 98504
Attn: Mr. Fred Chitty
Dear Mr. Chitty:
This is to inform you that I am assigning my permit No. 7558 to construct,
operate and maintain the pedestrian bridge over SR 106 for the Blue Heron
plat between Union and Twanoh State Park in Mason County to Independent
Mortgage Trust.
Please contact me at once if 1 can provide any more information regarding
this assignment.
or ially,
George Krusz
G K/bas
cc: Mr. Walt Pine