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HomeMy WebLinkAboutRAP M93-148 - RAP Permit / Conditions - 8/5/1994 �3a3o 3 - -Ito - 00010 . . �► "T h►V 3a3a ooi A � Washington State District 3 Headquarters TIA Department of Transportation 5720 Capitol Boulevard,Tumwater P O. Box 47440 Sid Morrison Olympia.WA 98504-7440 Secretary of Transportation August 5, 1994 (206)357-2600 Henry D. Nelson Fax(206)357-2601 16820 194th Avenue N.E. Woodinvillee WA 98072 SR 101 CS 2303 AUG 0 9 1994 Access Connection Permit M93-148 (Revised) '!ld L, ri vEwl, Mile Post 322.83 Right EC File #92695 - M Dear Mr. Nelson: Attached is your executed original Access Connection Permit allowing you to perform the indicated work within the state highway right-of-way. The bonding requirement of this permit is satisfied by a $4,000.00 "Assignment of Escrow" account at the "Frontier Bank", in Woodinville, WA. The "Assignment of Escrow" will be held until all work under that permit has been completed and approved by the Department. Before beginning work on this approach, please contact both the Area Maintenance Superintendent and the Utility Underground Locate Center to advise them of your planned work, starting date, and location. The Area Maintenance Superintendent's phone number is on front of the Special Provision page, and the Utility Underground Locate Center phone number is 1-800-424-5555. No work is authorized within the state highway right-of-way until this notice is given. Upon completion of work on this approach the Grantee will need to make a written request for inspection and release of escrow as provided under Special Provision No. 22 to the Area Maintenance Superintendent. It is your responsibility to provide any release of escrow forms required by the "Frontier Bank". Sincerely S ;Sned DALE C. SEVERSON, P.E. Development Review Engineer DCS TLS cc:` ason County - Planning Watson Construction - S.E. 2270 Cole Road -Shelton, WA 98584 M. McGill A Washington State District 3 Headquarters Department of Transportation 5720 Capitol Boulevard,Tumwater P.O. Box 47440 Duane Berentson Olympia,WA 98504-7440 Secretary of Transportation October 18 1993 (206) - � Fax(2006)6)357-2601 D.Y.E.T. Industries, Inc. aka; Ayock Hills Road, with Jorstad Development 1i , P.O. Box 358 ��� � Woodinville, WA 98072 ttoo.,M Attention James T. Suzuki ' Dot Phone: (206) 483-0600 SR 101 C.S. 2303 Access Connection Permit No. M93-148 Mile Post 322.83 Right Dear Gentlemen: We are unable to grant your request to change Permit M93-148 from a "12 large lot subdivision only" to a "maximum of 48 lots". Because this would be a significant change in the intensity of development for this parcel, we would require a new access connection permit be issued. Each time a land parcel or lot is subdivided, which has access to or is adjacent to a state highway, it is considered a change of land use and must be first evaluated by the county. This change must be reviewed for its impact to the function and safety of the highway, as well as other environmental considerations. In this case, any future development or platting of each of the existing 12 large lots will still require review and approval by both Mason County and WSDOT for adequacy of this intersection with the state route. If all 12 large lots were subdivided and submitted for review at one time, then there would be only one review required. Please note any new permits issued are subject to the applicable permit fees. No work is authorized within the state right-of-way until you have received the validated permit. In order for your project to proceed you will have to sign permit M93-148 for a 12 lot subdivision, secure the required bonding, and send the complete package back to this office. Thank you, in advance for your prompt response. If you have any further questions or comments about this permit please contact Ted Samland at (206) 357-2667. Sincerely, DEAN W. MOBERG, P Transportation Planning Engineer DWM 'I IS cc:4�Mason County / Don Brush M. McGill E �� 0 Washington State District 3 JAN 1 ? N93 Department of Transportation Office of District Administrator 5720 Capitol Boulevard WSON CO PLANKli Duane Berentson P.O.Box 47440 Secretary of Transportation January 5, 1993 Olympia,WA 98504-7440 Don Brush, Planner Mason County Department of General Services P.O. Box 186 Shelton, WA 98584 SR 101 MP 322.83, Right Vicinity Ayock Hills Road Land Modification E.C. File No. 92695-M Dear Mr. Brush: We have received a request for review of the above proposal and offer the following comment. The Department will require that a connection permit be executed for the proposed access. We have returned to the developer the necessary application to begin this process. We now require a fee for the administration of access control which, as a Category I type access, is $500.00. The application for access must be in the property owners name, where access is derived, or by the possessor of a non exclusive easement. The proposed alignment is unacceptable to the Department in that the road alignment should be at 90 degrees to the highway alignment. We propose that the plan be revised to show an alignment that enters the right-of-way as close to perpendicular as possible. A radius on the last curve of 100' to 150' should suffice. Surface water runoff directed to the state highway right-of-way must not exceed pre-development runoff. We would appreciate the opportunity to review drainage plans and calculations when they become available. All proposed culverts should be provided with rip-rap to dissipate water flow. The Department recognizes this area as having unstable slopes with frequent slides. The Developer must be responsible for any and all damages that may be related to the construction of a road in a potentially unstable slope. Therefore, we will require that the bond on this proposal be $10,000 and held for 5 years as a minimum security to the state highway system. The bond on this access may be used at the state's discretion to resolve slope degradation or erosion control. The Department will not be responsible for noise attenuation if the subject property experiences noise levels in excess of the maximum allowed for the proposed land use. Advertising signs visible from an adjacent state highway must comply with the State Scenic Vistas Act of 1971, which is administered by the Department. For information regarding the signing regulations, contact Jack Smith in the District 3 Traffic Operations office at (206) 357-2620. Thank you for the opportunity to review this proposal. If there are any questions regarding our comments, please contact Ed Sharp at (206) 357-2667. Sincerely, PAULA J. HAMMOND, P.E. Transportation Planning Engineer District 3 " 9,4�a� By: PASCO BAKOTICH, III, P.E. Assistant Transportation Planning Engineer District 3 PJCH:PB:ECS c: B. Rux / 17730 15th Avenue N.E. Suite 161 / Seattle WA 98155 r M. Mc Gill \W7\92695M.DOC Washington State Access Connection Permit Department of Transportation cs 2303 SR 101 Permit No. M93-148 (Revised) District No. 3 Name and Address of Applicant: Henry D. Nelson (original owner) 16820 194th Avenue ME Woodinville, WA 98072 Phone: (206) 788-0922 The Applicant, hereinafter referred to as the "Grantee,"having applied for a permit to reconstruct, upgrade, -use and maintain, within the state right-of-way, an existing Type "D" (SU & Less) road approach to serve a 12 large lot subdivision only, at Mile Post 322.83, right side, located in the Southwest 1/4 of the Southwest 1/4 of Section 3, Township 23 North, Range 3 West, W.M., on a portion of State Route No. 101 in Mason County, Washington,the Washington State Department of Transportation or its designee, hereinafter referred to as the "Department," hereby orders that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof: Exhibit "A"— Special Provisions for Highway Encroachments, Pages 1, 2 & 3 Exhibit "B". Right-of-way sheet and site plans showing access point. Pages 1, 2, & 3 Exhibit "C". Traffic Control Plans. Pages 1 & 2 NOTE: No other access will be granted from the State Route to this development. This permit shall be void unless the construction herein contemplated is started within 90 days of issuance and completed within 120 days of issuance, unless otherwise provided herein. August 31, 1995 This permit is accepted and approved by the Grantee subject to the terms and provisions as herein set forth. GRANTEE DEPARTMENT OF TRANSPORTATION , U� By: By: 15 Title: eww-- Title: Development Review Engineer A3E-3� Date: � Date of Issuance: 5 DOT Form 224-005X(front) 7/92 General Provisions 1. The Grantee,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 orb e suffered by any person,persons,or property by reason of the acts or omissions of the Grantee,its assigns,agents,contractors,licensees,employees or any person whomsoever,in connection with Grantee's,its assigns', agents',contractors',licensees'oremployees'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 Grantee,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 by or result from the concurrent negligence of(a)the State of Washington's agents or employees and(b)the Grantee or Grantee's agents or employees,this indemnity provision shall be valid and enforceable only to the extent of the negligence of the Grantee or the Grantee's agents or employees. The Grantee,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 Grantee'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 Grantee'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 Grantee 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. The cost of construction or modification of a connection shall be the responsibility of the Grantee,including the cost of modification of any connection required as a result of changes in property site use in accordance with WAC 468-51-110. 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 issued,or their successors and assigns. 8. Existing permitted connections impacted by the Department's work program and which, in the consideration of the Department, necessitate modification,relocation,or replacement in order to meet current Department connection location,quantity,spacing,and design standards,shall be modified,relocated,or replaced in kind by the Department at no cost to the Grantee. The cost of further enhancements or modification to the altered, relocated,or replaced connections desired by the Grantee shall be the responsibility of the Grantee. 9. If any changes are made or proposed in the land use,intensity of development,type of traffic,or traffic flow of the property served by this connection permit,the grantee is required to contact the Department to determine if further analysis is needed to determine if the change is significant and would require a new permit and modifications to the connection. 10. All such changes, reconstruction,or relocation by the Grantee 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 Grantee 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. 11. This permit or privilege shall not be cleemeclorheldto bean exclusiveoneand shall not prohibitthe Department from granting other permits or f ranch ise 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. 12. The Department may revoke,amend,orcancel this permitor any of the provisions thereof at anytime by giving written notice to the Grantee.The Grantee 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 expense of the Grantee. 13. It is the responsibility of the applicant or Grantee to obtain any other local permits or other agency approvals that may be required,including satisfaction of all environmental regulations. It is also the responsibility of the Grantee to acquire any property rights necessary to provide continuity from the applicant's property to the Department's right-of-way if the Grantee's property does not abut the right of way. 14. 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. 15. Any breach of any of the conditions and requirements herein made,or failure on the part of the Grantee of this permit to proceed with due diligence and in good faith after its acceptance,with construction work hereunder,shall subject this permit to cancellation as herein provided. 16. This permit is subject to all applicable provisions of 468-51 WAC, Chapter 47.50 RCW, Chapter 47.32 RCW, and/or Chapter 47.44 RCW and amendments thereto. DOT Form 224-005X(back) 7/92 Washington State p S ecial Provisions for Department of Transportation Highway Encroachments Permit No. M93-148 (Revised) Applicable provisions are denoted by (X) 1. No work provided for herein shall be performed until the Grantee is authorized by the following Department representative: Marvin (Casey) McGill Area Maintenance Superintendent 8293 Spring Creek Road, Port Orchard, Washington 98366-9613 Phone: (206) 895-4753 X 2. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Grantee and Grantee's engineer, contractor, and inspector shall be present. 3. Should the Grantee choose to perform the work outlined herein with other than its own forces,a representative of the Grantee shall be present at all times unless otherwise agreed to by the District representative.All contact between the Department and the Grantee's contractor shall be through the representative of the Grantee.Where the Grantee 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 Grantee within the State right of way until said requirement is met.The Grantee, 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. X 5. This permit does not give the Grantee or any agent or contractor of the Grantee 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 Grantee. g 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. O 7. The access connection(s)shall be constructed in accordance with the attached Sufficient length of -inch 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 6-inch minimum compacted depth of gravel base material and a 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 Type "D" Plate (SU & Less) Sufficient length of 12 -inch diameter culvert pipe shall be placed in ditch an_dlaid to a true line and grade.The access connection(s)shall be surfaced to the limits as shown on the plan with a 6-inch minimum compacted depth of gravel base material a 3-inch minimum compacted depth of crushed surfacing top course and paved with a 3-inch minimum compacted depth of Asphaltic Concrete Class 8 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. i� 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.Grantee shall comply with local building codes.Set-back requirements for the location of buildings 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. DOT Form 224-713X Page 1 "Revised 9/92 Exhibit "A X 10. The Grantee 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 8:30AMand 4:30PM, 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. 09 12. The shoulders, where disturbed, shall be surfaced with crushed surfacing top course three -inch 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 inch per foot unless otherwise directed.The restored shoulder must not have any strips or sections less than 2 feet wide. The restored shoulder shall be surfaced with asphalt concrete pavement. ,A9 13. The Grantee 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 Grantee's expense, or access may be removed at the Grantee's expense.Directing of surface water from private property onto Department right of way will not be permitted. 14. The access connection 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 Grantee or the Grantee's agent. ❑ 15. Standard highway warning signs designated as "Truck Crossing"sign, plate W11-6, shall be placed and maintained at Grantee'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 Grantee outside Department right of way so no vehicles will be parked on said right of way. [X 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. tK 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,flagmen shall be employed for the purpose of protecting the traveling public. Roadside operations shall be specified by the Department's representative. KI 18. During the construction and/or maintenance of this facility, the Grantee shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways. If determined necessary by the Department,the Grantee shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance operations. ❑ 19. Bond coverage required to ensure proper compliance with allterms and conditions of said permitwill befurnished by a Blanket Surety Bond held at Headquarters in Olympia. 20. A surety bond in the amount of$ 4,000.00 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 Scenic 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. J 22. The Grantee shall notify the Department's representative upon completion of the work under this permit so that a final inspection can be made. 9k 23. No lane closures shall be allowed except as approved by the Department representative.Approvals may cause revision of special provisions, including hours of operation. 24. The responsibility of the Grantee 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. f& 25. All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, current edition, and shall be subject to inspection by the Department. ADDITIONAL "SPECIAL PROVISIONS" SEE PAGE 3. DOT form 221-713X Page 2 Exhibit "A" Revised 9192 M93-148 (Revised) Page 3 of 3 Henry D. Nelson 16820 194th Avenue N.E. Woodinville, WA 98072 Special Provisions (Continued) X 26. Any future development of this property or change in land use will require review and approval by both WSDOT and Mason County for adequacy of this approach for the intended use. X 27. The Grantee is responsible for all coordination, work, and expenses associated with any utility relocation and any service connection fee. X 28. There will be no advertising signs or billboards erected within the state right-of-way. Any proposed landscaping or fencing within the Department's right-of-way must not infringe on the sight distance or the roadside clear zone. The disturbed area within the Department's right-of-way shall be contoured, graded, seeded, fertilized, planted, and mulched at the Grantee expense to reduce erosion and problems with surface drainage. X 29. This access shall be constructed to meet the type "D" road approach standards (See attached Plate for SU & Less). The construction of this approach shall be as close to a 90 degree angle as possible so as to provide optimum sight distance in both directions. The slope from the edge of pavement, out to the centerline of the culvert plus a foot shall be constructed at a minus 0.05 feet/foot down and away from the highway. The culvert shall be laid to the true flow line and have beveled end sections added. For a culvert pipe in excess of 50 linear feet a "Type 1 Catch Basin" will be installed within the ditch flow line connecting the culvert pipes at a location specified by WSDOT Maintenance. Please review the type "D" templates for details. X 30. Special care should be taken during the reconstruction and upgrade of this approach to insure that water from the newly reconstructed permanent road, landscaped area, or approach will not flow onto SR 101. X 31. Asphalt paving of this access shall be extended from the shoulder line of SR 101 out to the right-of-way line at the Grantee's expense. All materials used within the state right- of-way shall be to WSDOT standards. X 32. Crushed rock top course surfacing of this newly reconstructed roadway shall be extended from the right-of-way line of SR 101 out a minimum of 100 feet to help prevent mud and silt tracking onto the highway at the Grantee's expense. X 33. The Grantee is responsible for obtaining a construction permit and all other pertinent permits from Mason County or other agencies, if applicable, prior to beginning work. X 34. The Grantee shall use the approved traffic control plans as provided in Exhibit "C". It is the Grantee's responsibility to provide adequate traffic control and protection to ensure the safety of the traveling public, all personnel, and equipment, working within the state right-of-way. If necessary, the Grantee shall provide certified flaggers for the purpose of protecting the traveling public. X 35. The Grantee will notify the Department's representative 24 hours in advance of scheduled work within the state right-of-way. X 36. Bonding will be held on this approach until all work is completed to the satisfaction of the Department. X 37. The proposed change in use and upgrade of this existing road approach will be registered by this permit when completed. X 38. The contractor will be responsible for obtaining their own liability coverage while working within the right-of-way of the state highway. X 39. The Grantee will clear the brush, small trees, branches, and undergrowth, on both sides of the approach to improve sight distance. 14.'.!!oi!9wK'r,�-:.�'.•'•:a:Y'!•4v'f•4.��... s;•Vti. T. 23 N., R. 3 W.W.M. �x �Crivi,i� / P \\. `os•-•,. _ x 'trfd j J ad� a• ? .OP � L 93—/ 48 .J � • , �.� n•IL'.r u. ...;:!i-. as f .r'� � •%a P r J `'- I�+, _of v+ •\„ r � c•i.o ca•io•.r :i� _9,•d \ � „ /• �O \ trroo'�7 1Y �n�iaiao' _ :u.�. 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J .4 D Z46 EXHIBIT 73 L VR a pp11 6.54 21 �p 1ANIQ1 07.06-14 A.�I AW IID/ CEHfR AL.v+aE 15-1 s-07 TTS a MILIS ISO N 16.996 O OATLH STA.0.00 EL.100.� LOCTH 39.f29 , 9 7� O �^"•�+ P6T%L'f10+S—c A5 SIUm ON ,5 TNCt7fT 20 063 MIO OWE TF O.7D6 rr.l..► E 5RUGTcCI FICAT ION CN TIf CROSS SE CTIOI PAQS _ SLRSEY INVtVArI OI OYTOfrST 1-AW SUVE-6 RIO ORp INATE I.7ZI ��y,CIfi ]e-II-19.9 Il...m tq r EMfLE foal GCOTEONICAL COPANY .N .8 RELTGY VA A27-55]p FRMK NDRRIS DEC ARSE 30-II-•9.9 'R J A SOILS GEOLOGIST 6UClFY1 =A�y 3 GNSTRILT IPI SHALL OE OW W VFEN Np VElA6£RIS GE—CTNICAL CO 3s7-7663 •p _� •C NNIOI Is ORIcINIL ALI DAVID C.STROt ILT FLNQ &AWL EE]LACED ON THE EAST RIGHT OF 00 ' AY OR AT TIE TOE OF EIBMA'7ENTS. _SI PAlOQ+ Y vo:a TA[ING SHALL 6E DOE BY A 7ECIMFIEO LAND SUISEYOI � k uti»•I J1313 TIES FROM OLD ALIGN' ° L:I I"I'DETAIL P I I CENTRAL A1QE 09-53-13LIS \ g Q 8 RADIUS .00 PLACE fi-,AT ROCK IN LENGTH 156 8 - - THECUL DITCH AT EACH My,aM 156 6fi W 1 '1 OL LRT TO F77tN CHEIX 10 ORDINATE 29.22 1.2 DAN PLALE RIPpEL C1A E 57 -AA 0eAT EACH OLSERT ETC"CYOSERT .CP n [L0.06Y DLIXK 0[ "'UrNt5VR1[RSIW11-rIAIMISn 20YD (` T RIGHT OF WAY INATALLAT ION rLJMi [ RIP QAP RIG4f OF VAT / 1A N f 9LRVEY LIIE RIGHT OF WAY A5 Per AAWNUIPALTLA[E O �/FW.T j I SLOT[ 6 24 A e f TO Pl DITCM — 0 OL- TOP LOUr9[ N 'R fbi UWO[D TO ION [[TEEM CCA�IAC [D 5xA-6RAOe STATE HIGHWAY 101 /�� "10.25 'T TIE•5L0►[Q T*f COAO a,ui /,o•R �' \ J 5[LT IY.[OY M DAT Ire •ar To scar — ON �[' (ENTEIIINE 0.15 A. 2m rt7T[ M CR075 SELTILN�16m, 3 Z ,83 J h �• / / Were NOT C-1,6M 210 tR•R TT UT Tle'A1TL OpOp T TIe MADT"LL / 200 M SO S ee S.00A ALR(ry7 TFC ENT IC£ [OAD SECT 10� s 200 M VC" T1t ROAD SECTION 60eS PCOU CUT TO FILL AK! M rLtfCrp 1•5 C"- rILTEt rAxIL WTRIAL CCNTRATEO ON TTt LO\SIDC, A LLOIL RO/IOE 7r•'+ !' YARD Or HALL RII-[Af- SFWLL De rL.ALED �ATm�A�fa•GA AT M AREA Or T[ANITION TO FKrVEW [pLLM�INDC[0 r [ 19C ILE 17 RIG 0 K T f y-j•'wm rpfT� en re7.ce roen 160 MTV 1A\[I1 WTRIAI� 1, A. 1 TD O IN Trfw.a / emil lRe�ar IILm 11 �EIX�TIrO WT[[[AL A'YIN—� I Were M ROAD SECTION 60E"Pro. 460 1 0 CUT TO PILL AFO Tlt RLNOrP IS CCN- CEWMATED OJ TI-C Lo,SIDE. A CLOIO µ'i•-TOLD IPfT YARD OP Sr ALL RIP-RAI'JNLL DE /LACtD 1TE4 rMt ILTYTS AT T}R' AREA OF T[ANITION TO FREVENT 11LT r[XE OCTAIL EROSION I50 IK PRO ILE I D 51LT FENCE TO DE FL-ACED ON 00al HILL 51DE OF ROAD ADJACENT TO THE ROAD a 150' r< N•1.02 P7O Ile 13' IGr OF cENER fE 170 ACCESS ROAD w1 ILTOAAN 0. RCI.e6Cf I e. FA6e ' 50'1YA7 C , I}I STARL'Tr IT I.E / M O 0.Y1r IA\A A650�m '1 •50 101 50 1-2PL-M-150 EXHIBIT "B" 21 r w nwu Wiwi'a=, 1R LOM fW 9M ww'�� wf wo u4d l�n2lsuoo aq o4 spew luaual¢ ►LDo J.on.D� = wri 7nao uo wi�. � 1 MDIT f A JO.i7 JO M 9 LCR OLDL[ O1H Of71J 0►TR Mai + • - rfK 4 • y �y 3Vly31N37 Rr '� I iO y4 0 � h � � r � ci ,� c O �•� ? c #• ► �R �� / ._ i n n • • O w � JO n • 9w O sL'5 ► I •L h.sue'+ ti~ f/ C. i 20 nit Act es s Con" -oil $. i.'L �►L /.1�, •.rr• f i t l 3 Z Z- .9 3 `IC i T a t i s p •• �" 1 ' n •ld y;1 „+ r IOU"ZAGUa AJar asa•sa w 8^ a Lr�rw w su n.aiar+io/trwD J++a owf ld L9'901 _OI.Zb.91 '1d 9L' L£ M 'w 11Jf1•4 Affwr 0L alm w v XwMa a1 , • 1d 9S _LS.60•1Z n wIti*a•/ _ _ ., - c T v d _91.L I 1 n T w MOLLXWF S not.A Lrw GRLXMWW u M/N y� IOU 717 Ml/IOi • l "� 1 IL 1 d 000 - _! d O a ! .• 'ld 00'0Z1 N ld CL 9L --over.9Z 1 I ri spew pezopnnq 6ur4sTxa �© ld C999 _Z1.b0.GZ 'ld 00'09I l / ld C9'Crl JC.bl.ZZ ld 00'OLf )r Jy •qM vwo 1 -O .s£. r '1 SROI _91.9£.9f 'I d 00'OSI I ld OS blt _ZC.CC.ZO '1!ZYaoa► H R 101'ON 31110H'S%1 1 S L _ .L .lL O a „ �J 3M7 y7M31S3M 3H1 d0 HLNON 9NU7 ld 9 9991 _ O.90. 'ld 00'9II ! R r!M '1S3M C 39NVH 1+180N CZ 04SNMcu 13S dV7 9 HV93M o •f NOly33s!O S 107 JO 1tlVd 1VH1 • 'ld SS'SZZ 3 = OWIOJ 1N3WWOAV (9)'ld ZO 81 _90. S J '1!16'£96 0 Z 137tJyd aN • 1d 00'009 '3 'NOL9—mvm d0 31V1S 'tOSV1T d0�.IW23 3H1 M Vb'IC61'ON 3-1!N3GVn 1!SL'991 ZC.90.61 D O r0 ...fswl r ro. 030ao:13a ONV 29e1 1t HJM7M 031V0 0330 AH NG1 nvM ld L9Sr _-- .C►.i0 1!00 O �ryv',.�"'mo !O IMS OL 03A3AOO.JV L OSIV WLdnX3 A _5. O.CO 'ld 00'09 -V w:crJ J�/LJ ws ONV!O''ON 3:AJH S-n d0 153M ONA-1 WrM '1S3M C 39NVU .9 '1!00'09 - 1Nll10N^,i=.'rISN.v.01 'i NO11U3S!O b ONV C S.Lol '19N31 � 3�na/s .Door•J Jl.>f � ! EXHIBIT "B" Is 1ENEA A NOTES Sign Sooting x tfeerl ='OOdllgnTS shall be Drovided to marK Erxyiiys s flogger stations at nlgnt,(Flares may t De used for emergency ooerations.l Rural R rtg s0/S5 WN Soot Urban I Terlpls f entire work Greg Is visible from one Urban Street. station, One floggery Residenricl ► 25115 NP11 250= m0 DO used. eustness Oistrlcts Steady burning warning nS,nrs rtTPE C. uUTCOI 'nay be used to mark CnOnnelizing d►Vices ct nlght as needed. a \pa, _normalizing devices ore to be extehced r2 \ a DOint where they are visible to CDor OCC-i, G Y Traffic. d Sign sequence Is the acme for both !- Cir Oct Ions of travel. CI�p P hti p p The maximum SOCCIng between ChannetlZimg -eviCOs in a tODer should be nearly Ojucl 'n feet to the speed limit;the moxlmum 11120-1a spacing between cnannelizlng devices urea 'o sepOratO traffic 3h0u1C 0e 2 times the • *20-804 309ed limit. BE o ?} h�° V PREPARED i TO STOP *20-+ ONE LANE } ROAD AHEAD ROAD ROAD W21-4 J } CONSTRUCTION OR WORK w � AHEAD AHEAD ^w LEGEND T APPR� VED a o 0 o TRAF=C SAFEtt CWS -WwN q 14 SIGN _CCJT,OtI - ?:0 vCLw7 ALTERNATING ONE-WAY TRAFFIC l '_.iST.rEi FEO.a10 PROD.VO. l PROGRAM DEVELOPMENT wa Slt! ® Washington State I DIVISION —�• h9 Ep er=,c. ; 707 07 Department of Transportation E r6A.. ��'!J - osrE o.Tc REvlslon 'eT ����� ! TRAFFIC CONTROL PLAN '! MINIMUM TAPER LENGTH ILI IN FEET Pe.t.d SO..d I.ONI 13 30 33 40 .s SO SS IQ IDS ISO 20S 170 -so Soo SSO fill ITS 163 225 2" 415 SSO Gas 12 11s IAO 24S 320 340 6ao 66a q q O ® p O O w � O 1REA z xI. Ei7 Buffer vehlele with fW~3 lootlonall ROAD SHOULDER m CONSTRUCTION �0 .a.s31pII soo \/ AHEAD WORK uro.n.rr.rlel. Ureon Srrqq..rt2 w20-i w21-S Neai i e�..i lai./rict�S�)S MrN 2Sos 2T on W ROAD GENERAL NOTES WORK The mOxIMuM 300Cing between ahameli2ing �e AHEAD ndevices In o taper should be nearly ecual l'e w21-6 1 In feet to the speed Ilmiti the maximum `/ _ Y Spacing between Chanelizinq devices used t0 Separate trafflC should be 2 times The .Iw N speed limit. Buffer vehicle may be a work vehicle. LEGEND a a a TRAFFIC SAFETY CONES -IS'LmN q SIGH LOCATION - TRIPOD UOUNT SHOULDER CLOSURE ""'STATE""'ISTATE FED..Io raoJ.Na. PROGRAM DEVELOPMENT cxEp et io WASH :rREO er M,.. DIVISION _�Washington Store =4E0 Br F..r. �,�,r, �Oeportment Of Transportation 7J. ENGw. 12— .pM. r TRAFFIC CONTROL PLAN a,.aa o.rE o.rE RE •.-°nREVISIONet IJ O Right-Of-Way Varioble Standard Shoulder Plus 1' Curb As Required -0.05 Ft./Ft. r 0 = By MAX Edge Of Pavement 3 Catch Bosihs Aa Required M . n12" MIN Culvert Pipe Diameter PROFILE CONTROLS r. D 0 3 0 ,a Q Z O u ) Right-Of-Way Line "0 i Paving Limit Right-Of-Way Line r im OD ' a E ' ' Shid. Line a 1:25 Toper To Existing c� ' Shld. Line 1:25 Toper To Existing D --- Taper 8 a 15'MIN �9 n ------------------------ i — _ 15'MIN Asphalt Concrete Pavement —�6, State Hwy Edge Of Pavement m Condition A B C D E F G H I v Primarily SU d Less — — 10' 30' 15' — — 30' 10' Primary Combination Vehicle WB 40 1 Ts- — — 0' C Primary Combination Vehicle WB 50 k Doubles 10, _ — 50 10' a� Primary Combination Vehicle WB 63 1 4 0 3 Notes: ea Catch Basins to be constructed in accordance with ASTM o�DD Frame and grate C 478 (AASHTO M 199) Ili ASTM C 890 unless otherwise shown (See Standard Plan for details) on plans or noted in the Standard Specifications. As an acceptable alternate to rebar,welded wire fabric having a minimum area of 0.12 square inches per foot may be used. Welded wire fabric shall comply to ASTM A 497 (AASHTO M 221).Wire fabric shall not be placed in the Ss �/ knockouts. A \ The bottom of the precast base section may be rounded. \ 6' Riser Section Precast bases shall be furnished with cutouts or 1 - 83 bar hoop J knockouts. Knockouts shall have a wall thickness of 2" minimum. Knockouts may be on ON 4 sides with maximum diameter of 20".Knockouts may be either round or "D" shape. Pipe to be installed in factory suppled knockouts. Knockout or cutout hole size is equal to pipe outer 11" Riser Section r diameter plus catch basin wall thickness. 12" 2 - •] bar hoop s The maxirrlum depth from the finished grade to the pipe invert is 5'-0". The taper on the sides of the precast base section and riser section shall not exceed 1/2"/ft. Catch basin frame and grate shall be in accordance with Precast Base Section Standard Specifications and meet the strength requirments of Federal Specification RR-F-621D. Mating surfaces shall be '� �. •, (Measurement at the top 1 finished to assure non-rocking fit. % ,of the base J i Frame and grate may be installed with flange down or cast into riser. I j 03 bar each corner----, j . ! CATCH BASIN TYPE 1 03 bar each side �li OUR O�I tPevt•ra lw/M��MIa '3 bar each way r..00 Decernbe( 1. 1986 STANDARD PLAN B-1 Groove end always laid upgrade , NOTES --------------- ---------------- r 1. The culvert ends shollbe beveled to match the side slope. Field cut of culvert ends is permitted,when approved by the Engineer. r 2. Allfield cut culvert pipe shollbe treated ______________ with treatment as shown in the Standard Specifications or General Special Provisions. PLAN End section See note 1 -------------- r-------------------------------------------------------- ? Included In culvert length for payment I ELEVATION CONCRETE PIPE End section 1'MIN See note 1 �1 BEVELED END SECTIONS WMLI rI-R sw."O I vft..W m1 LV WAEE MMIO� �Yr Included in culvert length for payment ELEVATION METAL PIPE 8-17-90 Revised 4" MAX dimension on Concrete Pie A8 E; ..�o.o wa 29.W2 9-29-89 Remove 1'MIN dimension from Concrete Pie ST 13-12-85 Revised note 1,added note 2 ST STANDARD PLAN B-7a 12-4-86 Revised bevel, title block & notei MZ ASSIGNMENT OF ESCROW ACCOUNT This assignment is for the purpose of fulfilling the requirement of bonding collateral for Permit M93-148 The undersigned does hereby assign, transfer, and set over unto the State of Washington all right, title and interest in and to $4,000.00 Certiicate on 3324 024085 /Account in the Frontier Bank, in the name of Henry D. Nelson full power and authority to demand, collect, and receive said deposit and to give receipt and acquittance therefor for the uses and purposes prescribed above. It is understood and agreed that Woodinville Branch_ Frontier Bank holds the Certificate covering said account in its possession and agrees to hold.. $4,000.00 until a release of this assignment from the State of Washington is received. The interest shall be payable to Henry D. Nelson Signed and dated at Woodinville, Washington this 3 day of Aucrust 1994 3324 024085 4 Account No. Signature 67 Signature Address Q C73 Q�Z i ACCEPTANCE The undersigned hereby accepts the foregoing Assignment of Escrow Certificate, Voucher Number i-i94n94nRq , in the amount of $4,000.00 this 3 day of Au , 199 4 Frontier Bank *Escr Zicer BANK 206 485 5626 17331 135TH Ave. NE Woodinville, WA_ 98072 Phone No. of Bank Address of Bank Henry Nelson c/o Ed Squillace 990-E East Washington Sequim, Wa 98382 April 8, 1993 REDF1VED Don Brush APR 1 31993 Dept. of Community Development MASON CO, PLANNW,DM.P.O. Box 578 Shelt0n, Wa 98594 Dear Don, This is in response to your "Letter" dated March 22, 1993. To respond to the concerns of the Ayouck Beach Home Owners recited in the attachment to you Letter, it is our sincere intent that "the construction of the access road will not eliminate access to the existing Ayock Beach Water System reservoir." Sincerely, 1144 vll� Henry Nelson, by Ed Squillace, his representative Washington State District 3 JA N 1 tM Department of Transportation Office of District Administrator 5720 Capitol Boulevard hA gi�ri Co. PLh��f�u;'v ic'( Duane Berentson P.O. Box 47440 Secretary of Transportation January 5, 1993 Olympia,WA 98504-7440 Don Brush, Planner Mason County Department of General Services P.O. Box 186 Shelton, WA 98584 SR 101 MP 322.83, Right Vicinity Ayock Hills Road Land Modification E.C. File No. 92695-M Dear Mr. Brush: We have received a request for review of the above proposal and offer the following comment. The Department will require that a connection permit be executed for the proposed access. We have returned to the developer the necessary application to begin this process. We now require a fee for the administration of access control which, as a Category I type access, is $500.00. The application for access must be in the property owners name, where access is derived, or by the possessor of a non exclusive easement. The proposed alignment is unacceptable to the Department in that the road alignment should be at 90 degrees to the highway alignment. We propose that the plan be revised to show an alignment that enters the right-of-way as close to perpendicular as possible. A radius on the last curve of 100' to 150' should suffice. Surface water runoff directed to the state highway right-of-way must not exceed pre-development runoff. We would appreciate the opportunity to review drainage plans and calculations when they become available. All proposed culverts should be provided with rip-rap to dissipate water flow. The Department recognizes this area as having unstable slopes with frequent slides. The Developer must be responsible for any and all damages that may be related to the construction of a road in a potentially unstable slope. Therefore, we will require that the bond on this proposal be $10,000 and held for 5 years as a minimum security to the state highway system. The bond on this access may be used at the state's discretion to resolve slope degradation or erosion control. The Department will not be responsible for noise attenuation if the subject property experiences noise levels in P P J P P Y P excess of the maximum allowed for the proposed land use. Advertising signs visible from an adjacent state highway must comply with the State Scenic Vistas Act of 1971, which is administered by the Department. For information regarding the signing regulations, contact Jack Smith in the District 3 Traffic Operations office at (206) 357-2620. Thank you for the opportunity to review this proposal. If there are an questions regarding our comments lease Y PP h' P P Y9 g g � P contact Ed Sharp at (206) 357-2667. Sincerely, PAULA J. HAMMOND, P.E. Transportation Planning Engineer District 3 04,C-D By: PASCO BAKOTICH, III, P.E. Assistant Transportation Planning Engineer District 3 PJCH:PB:ECS c: B. Rux / 17730 15th Avenue N.E. Suite 161 / Seattle WA 98155 M. Mc Gill \W7\92695M.DOC