HomeMy WebLinkAboutSpecial Prov - HWY enchroachmenets - OT General - 3/28/2007 Special Provisions for
Highway Encroachments
Permit No. 46730
Applicable provisions are denoted by
✓ I. No work provided for herein shall be performed until the Permit Holder is authorized by the following Department representative:
Larry Deemer,Asst. Superintendent
Area 2, Port Orchard Maintenance
8293 Spring Creek Road SE
Port Orchard,WA 98367-8192
Phone: (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 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 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 Exhibit"A"thru Exhibit"E".
Sufficient length of N/A 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-Special Provisions-Page 1 Page 1 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/or
,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 4" Minimum HMA.
13. The Permit Holder shall be responsible for constructing and maintaining the access connection(s)and appurtenances between the shoulder line of
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 W8-6,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 $5,000.00 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.
✓ 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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_ W�A EXHIBIT 6Bi9
Dayton Airport Industrial Park
Traffic Impact Study
October 25, 2006
Page 2
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Traffic impact Study
EXHIBIT `B2'
Transportation Engineering Northwest, LLC
PO Box 65254 ♦ Seattle,WA 98155
Office/Fax(206) 361-7333 ♦ Toll Free (888) 220-7333
Dayton Airport Industrial Park
Traffic Impact Study
October 25, 2006
Page 3
U3.C6
366A2 452,63
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NorthWest, LLC Proposed Site Plan Mason County,WA
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EXHIBIT C1
Transportation Engineering Northwest, LLC
PO Box 65254 • Seattle,WA 98155
Office/Fax (206) 361-7333 ♦ Toll Free(888) 220-7333
Variable
Normal shoulder plus 1 ft
Match shoulder slope I— Curb as required
+gao max f
Edge f
traveled way
Catch basins as required. 12 in min diameter culvert pipe
Profile Controls
�15 ft min,-, ! 1� 5 ft minim
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a ; j�A= I I I IZF Right of way
Edge of shoulder ; Dt�fi� (Paving limit, I
E I H Edge of shoulder
25:1 taper to �C l \ f•-►IF I 25:1 taper to
existing �.� I existing
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Taper B state highway LEdge of traveled way
Asphalt concrete pavement
Condition A B C D E F G H J
Primary SU and less — — 30 15 — — 30 u
65 15 — — 55
Primary combination Vehicle WB 40
4 25 50 15 7 25 45 u
Primary combination Vehicle WB 50 — — (2) 70 20 — — 50 (2)
and doubles 4 25 55 1 20 — — 50
Notes:
u All values in ft. u Vertical curves between the shoulder slope and the
(Zl Normal shoulder width.(See Chapter 440.) road approach grade not to exceed a 3Y<in hump or a
(31 Normal shoulder width less A. 2 in depression in a 10 ft cord.
For larger vehicles,use turning templates.
(See Chapter 910.)
Road Approach Design Template D1
Figure 920-5
EXHIBIT "D"
Design Manual Road Approaches
December 2003 Page 920-7
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(JANUARY 2006)Work Zone Traffic Control Guidelines EXHIBIT "E" Page 25