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Home My WebLink AboutPermit L03-007 - CITY OF TUKWILA - FORT DENT WAY SHORELINE SUBSTANTIAL DEVELOPMENTL03 -007 INTERURBAN AV BRIDGE INTERURBAN AV ST October 3, 2003 Nora Gierloff, for City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 Steve Lancaster, Director City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Dear Ms. Gierloff and Mr. Lancaster: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47600 • Olympia, Washington 98504 -7600 (360) 407 -6000 • TDD Only (Hearing Impaired) (360) 407 -6006 Re: City of Tukwila Shoreline Substantial Development Permit # L03 -007 City of Tukwila Department of Public Works - Applicant SHORELINE MANAGEMENT Shoreline Substantial Development Permit # 2003 -NW -50026 RECEIVED TAPR 14 2003 COMMUNITY DEVELOPMENT The subject Shoreline Management Substantial Development Permit, to widen the existing Interurban Avenue South Bridge by approximately 16 feet to provide an HOV -only, northbound left turn lane onto the 1 -405 southbound ramp and a new pedestrian bridge over the Green River with approximately 1900 linear feet of new trail added to the Interurban Trail System, has been filed with this office by the City of Tukwila on March 26, 2003. The development authorized by the subject permit may NOT begin until the end of the 21 -day appeal period, April 16, 2003. The Shorelines Hearings Board will notify you by letter if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, Sandra Lange, Shoreline Planner Shorelands and Environmental Assistance Program :iu`l.!'v wn` _ e2 s.t Su::y`'' tvt a.+f+i:s w .lws.. a :MN.. ..v..u:.wwuw+.......w.14+.+L.W + hlrG. ,,,, i.Lif /u[1n' •` ^:. z n o W , 6 2, JU 00 U) W JI.., Q W W g n = W z z ° W in 30 U O — O F - . WW I< • 0 u- O' z U • 2. O H- z The following master program provisions are applicable to this development: = W O Development under this permit shall comply with the following conditions. i. Z O F- This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the z applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). A permit is hereby granted to: TUKWILA, CITY OF to: PROJECT IS TO WIDEN THE INTERURBAN AVE. BRIDGE AND TRAIL JUST NORTH OF i -405. THIS IS A RESUBMITTAL OF A SHORELINE PERMIT THAT WAS PREVIOUSLY APPROVED BUT EXPIRED BEFORE WORK WAS STARTED. PREVIOUS FILE NUMBER IS L98- 0009/E98 -0004. Upon the following property: Address :6701 FORT DENT WY TUKW Parcel Number: 2954900421 Section /Township /Range: SW 1/4 24 -23 -04 This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY -ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY (D.O.E.) AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY -ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5) (a) (b) (c). JV1A 2Y ?.. Date: Steve Lancaster, Director of Department of Community Development Construction or substantial progress toward construction must begin within two (2) years from the effective date of the permit (the date the permit is filed with D.O.E.), per RCW 90.58.143(4). doc: Shore1971 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L03 -007 Applied: 02/03/2003 Approved: 03/25/2003 Expiration: 03/25/2008 L03 -007 Printed: 03 -24 -2003 • Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , 2-L44 HEREBY DECLARE THAT: Notice of Public Hearing Project Number: LDS Determination of Non - Significance Person requesting mailing: Arfigl Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this c'5 day of Mf7RC/ in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM � ?Y •f. ?i- �'If+¢S4'uly {a.r::rtV:� 2 - • l 1d461& a� .Ytl+:IntateaiM:S:•L'11X'3e`r' `i1aCSCJl�iJ:ri.`kC. .iitb:-l:.i Project Name: C /Tr gf / ViicGi /L�} Project Number: LDS Mailer's Signature: L-C?. Person requesting mailing: Arfigl Was mailed to each of the addresses listed on this c'5 day of Mf7RC/ in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM � ?Y •f. ?i- �'If+¢S4'uly {a.r::rtV:� 2 - • l 1d461& a� .Ytl+:IntateaiM:S:•L'11X'3e`r' `i1aCSCJl�iJ:ri.`kC. .iitb:-l:.i City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Project File No. L03 -007 TO: Steve Lancaster, DCD Director FROM: Nora Gierloff, Planning Supervisor RE: Shoreline Permit - Interurban Avenue Bridge Widening DATE: March 24, 2003 1. PROJECT DESCRIPTION: The project would widen the existing Interurban Avenue South bridge by approximately 16 feet to provide an HOV -only, northbound left-turn lane onto the I -405 southbound ramp. A new pedestrian bridge will also be added over the Green River with approximately 1,900 linear feet of new trail to be added to the Interurban Trail System. 2. POLICIES OF THE SMA/SMP: The site is within the jurisdiction of the Tukwila Shoreline Master Program. The policies of the SMP are categorized into the following elements: A. The Economic Development Element requires that development be economically advantageous to the community, maximize use of the shoreline and consider the visual impact of the development on the surrounding area. B. The Public Access Element requires that the development provide for public access to the shoreline and develop or enhance the trail system. C. The Circulation Element requires that roads and transportation facilities be designed in a way that provides for pedestrian access and recreational activities. D. The Recreational Element requires that recreational opportunities along the river should be preserved and enhanced. E. The Shoreline Use Element requires that uses along the shoreline should be appropriate, protect and enhance the river, be water dependent or compatible with water dependent uses, and allow for multiple uses. F. The Conservation Element requires that the river be buffered from the effects of development, where feasible facilities for intensive recreational activities should be provided, and scenic views should be protected. G. The Historical /Cultural Element requires areas having historical, cultural, educational, or scientific value be protected, restored, and made accessible to the public. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 L97 -0048 Shoreline Substantial Development Permit Page 2 The proposed project is consistent with the goals and policies of the SMP. It will not adversely affect economic development, land use, conservation or historical /cultural sites along the shoreline. The changes will improve public access, increase recreation and enhance pedestrian and vehicular circulation. The widened bridge will ease congestion and improve traffic flow by allowing HOVs to bypass the stacked traffic in the existing left hand turn lane. The City will also construct a new pedestrian bridge across the Green River that will provide a connection point for the new trail around the Family Fun Center amusement park, completing a link in the Interurban Trail system. Project related landscaping including log snags at the bridge abutments will protect and enhance the river environment. 3. SHORELINE REGULATIONS: Following are the relevant review criteria as contained in the Shoreline Overlay Zone: The Shoreline Overlay is a district which extends 200 feet landward from the mean high water mark of the Green River, throughout Tukwila. The district is divided into three management environments with specific regulations. River Environment - the first 40 feet landward of the mean high water mark. This is the most restrictive environment and only allows for limited public access, transportation and utility uses and structures. Low Impact Environment - the next 60 feet landward of the River Environment. This environment allows structures up to 35 feet, landscaped and screened parking lots, transportation and utility uses and structures. High Impact Environment - the next 100 feet landward of the Low Impact Environment. This environment allows all uses permitted in the underlying zoning district The uses proposed for the River and Low Impact Environments are landscaping, a public trail, a widened vehicle bridge and a new pedestrian bridge, all of which meet the Shoreline Overlay regulations. The area surrounding the trail extension will be extensively landscaped with native plants. General Shoreline Regulations (18.44.110): (1) The use is in conformance with the regulations of the underlying zone district; There is no underlying zone district for the bridges as they fall within right -of -way to which zoning does not apply. The property along the north bank of the River is zoned Regional Commercial Mixed Use, the property along the south bank is Commercial/Light Industrial. Trails are an allowed use in both zones. z Q 1 — =z ; w 6 00 N 0 cn J w w D. a = W z � I- 0 z �— w U� 0 0 I- Ww u w z U � E_ I O z The project will not discharge effluent into the river. L97 -0048 Shoreline Substantial Development Permit Page 3 (2) The use does not conflict with the goals and policies of the shoreline master program or the provisions of the Shoreline Act and shoreline regulations. No conflicts were identified. See section 2 for a discussion of the policies of Tukwila's Shoreline Master Program. (3) No structures or accessory facilities shall be located over the river unless such structure protects or promotes the public interest. The proposed widening of the Interurban bridge promotes the public interest by reducing automobile congestion at that intersection. The benefit of the pedestrian bridge is the extension and completion of a missing link in the trail system. (4) There shall be no disruption of existing trees or vegetation within the river environment unless necessary for public safety or flood control, or if allowed as a part of an approved shoreline substantial development permit; Bridges are approved structures within the river environment management zone. Disruption of existing vegetation within the environment will be necessary to allow for bridge and trail construction. However construction and maintenance of streets and utilities within City right -of- way is exempt from the requirements of the Tree Ordinance. (5) No effluent shall be discharged into the Green River which exceeds the water quality classification as established by the State for the adjacent portion of the river; (6) All State and federal water quality regulations shall be strictly complied with; The project will require permits from the National Marine Fisheries, U.S. Department of Fish and Wildlife, State Department of Natural Resources and the State Department of Fish and Wildlife. These agencies will enforce their own water quality regulations. (7) Wildlife habitat in and along the river should be protected. The project lies within the Pacific Flyway migration route for various waterfowl. The river is part of a migration route for anadromous fish. The existing wildlife habitat along the riverbank consists of trees, brush, grasses and blackberries and is of generally low value. Some of this vegetation will be removed for the construction of pile supported piers (two piers for the pedestrian bridge and two for the widening of the Interurban bridge). After construction completion rip rap will be placed around the foot of each pier to prevent erosion. Any remaining areas disturbed by pier placement will be relatively small and will be hydroseeded. z w 6 o O coo (f) u_ w 0 LL Q = F w z ,.. �-o z i— U • 0 O - O E - W L I O w Z U O~ z L97 -0048 Shoreline Substantial Development Permit Page 4 Approximately 28 trees will be removed during the Interurban bridge widening. The majority of this area is within the High Impact Environment. The disturbed area will be hydroseeded, then planted with shrubs and some trees. The area around the pedestrian bridge and trail will be extensively landscaped with native species. (7) All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls or other satisfactory mechanisms for erosion prevention. Best Management Practices (BMPs) will be used to prevent erosion and sedimentation during construction of the project. A temporary erosion and sediment control plan must be approved by the City of Tukwila prior to construction. Upon completion of construction, slopes will be seeded with standard erosion control grasses and protected from erosion until the grasses are established. If necessary additional erosion control measures (e.g. fiber matting) will be included as part of the project. (9) All necessary permits shall be obtained from federal, State, county or municipal agencies. This is the responsibility of the applicant and was accomplished at the time the project was originally proposed. 4. COMPREHENSIVE PLAN SHORELINE POLICIES The policies of the Comprehensive Plan that affect shoreline development are found in the Shoreline Element. Shoreline Element - Development should minimize impacts on important habitat features, protect and restore degraded riverbanks, and mitigate unavoidable disturbance of vegetation and habitat - Development should minimize water pollution, provide erosion control, and protect water quality - Capital improvement projects and private development should not endanger public health, safety, welfare, or the capacity of the river to provide long -term community benefits - Over -water structures or reinforcement of the riverbank allowed only when it provides long -term public benefit or is essential to a water - dependent use - Development should reflect the river's role in Tukwila history, protect the long -term public use of the river, and reflect community traditions z _I- ;i . z rt w JU 0 u, o cn w z J F— U) w • 0 LL Q = • a �.w z t— z w t- w 0 O co O — O I— O W u- w Z — • I 01 z L97 -0048 Shoreline Substantial Development Permit Page 5 - Development should include high - quality site planning, architecture, landscaping, provide for open space, and provide a trail for public access along the river (for areas included in Green River Trail Plan) - Development should maintain views of the water, encourage water enjoyment uses, provide for multiple uses, and encourage efficient use of land The existing habitat along he riverbank is of low value. A portion of this will be removed during construction and will be reseeded (and in some areas landscaped) at completion. Water quality will be protected during project construction through the use of Best Management Practices. The proposed project includes over -water structures which will further the public good by relieving traffic congestion and increasing public access to the shoreline. The project will not endanger public health, safety, welfare or the capacity of the river to provide long -term community benefits. The pedestrian bridge and trail extension will increase the public's access to and enjoyment of the river. 5. SEPA: A determination of non - significance was issued on June 16, 1998. 6. RECOMMENDATION: Approve the shoreline substantial development permit. State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I R061 r1 T 1 SCI -} /rk (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on 2 _ 20 03 the Public Notice Board(s) in accordance with Section 18.104.119 and the other applicable guidelines were posted on the property located at INigi2UR6s.1J A'J /Fr LbE14 WAsb as to be clearly seen from each right -of -way primary vehicular access to the property for application file number L.63-607 . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me C2-6\g-j, , �� to me known to be the individual who executed the foregoing instrument and acknowledged that he /ate signed the same as his/I;rr voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this F1 day of NOTAR • ' I : LIC in and for �the State of Washington residing at My commission expires on + .Shk ;4 `•»:. 2 r4d:+ i. CUS ' .uW4',.Uh!:.d"t+i:d:GN.Y.s :.. . A4'4 .... Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, 425154 HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: CiTr OF jv /cwi Notice of Public Meeting Project Number: 4,03 pd 7 Mitigated Determination of Non - Significance Mailer's Signature: L . f4 Board of Adjustment Agenda Pkt Person requesting mailing: NO Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda x Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this J /srday of FEB in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: CiTr OF jv /cwi Project Number: 4,03 pd 7 Mailer's Signature: L . f4 t Person requesting mailing: NO Was mailed to each of the addresses listed on this J /srday of FEB in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM February 10, 2003 Robin Tischmak City of Tukwila Public Works 6300 Southcenter Bl. Suite 100 Tukwila, WA 98188 Dear Robin: City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION RE: Interurban Avenue Bridge Widening and Trail Construction L03 -007 E98 -0004 Steven M. Mullet, Mayor Your application for a shoreline permit to widen the Interurban Avenue Bridge and construct a section of trail has been found to be complete on February 10 for the purposes of meeting state mandated time requirements. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, please call me. Once you have notified me that the notice board has been installed I will post it with a laminated copy of the Notice of Application and the comment period will start. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -3670. Sincery, Nora Gierloff Planning Supervisor Q:\NOTICE\L03007Comp.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 DESCRIPTION OF PROPOSAL: ADDRESS: PARCEL NO: SEC /TWN /RNG: LEAD AGENCY: 6701 FORT DENT WY 295490 -0421 SW 24/23/4 Steve Lancaster, Responsible Official City of Tukwila, (206) 431 -3670 6300 Southcenter Boulevard Tukwila, WA 93138 CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) INTERURBAN BRIDGE WIDENING. NEW PED BRIDGE. TRAIL EXTENSION (ADDITIONAL 1900 LINEAR FEET) PROPONENT: CITY OF TUKWILA PUBLIC WORKS LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS. IF ANY: CITY OF TUKWILA FILE NO: E98 -0004 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency.. This information is available to the public on request. *********************************** *' k**�lc* ******** ***•k*** * *•kk•k**:k******* ** This determination is final and signed this 1 b day of WNV. 199. Copies of the procedures for SEPA appeals are available with the Department of Community Development. f-Lc .0 3 201J3 Loa -0� Attachments RT /rrt File: 89-RW13-6 City of Tukwila Department of Public Works R FEB o 3 2003 COMMUI.i t fl, Fr? INFORMATION MEMO TO: Department of Community Development <:deiA') FROM: Robin Tischmak, Project Manager DATE: February 3, 2003 SUBJECT: Shoreline Permit Interurban Ave Bridge Widening (Project No. 89 -RW13) Interurban Trail Bridge (Project No. 92 -PK04) L03'00 Steven M Mullet, Mayor James F Morrow, P.E., Director Enclosed is a Shoreline Permit Application for the above referenced projects. A Shoreline Permit was previously applied for and approved on 7/7/1998 for the proposed work (DCD File Number L98- 0009). Unfortunately, the project was delayed and the Permit expired on 7/7/2000 (copy attached). The project remains unchanged from the time that the first Shoreline Permit was issued. All other permits and approvals have been acquired including a SEPA DNS, which is included in the submittal. I feel confident that having all necessary environmental permits and approvals, as well as a previous Shoreline Permit for the same work, will make this a smooth and simple permit process. If you should have any questions or need additional information you can contact me at Ext. 1635. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 (3) SHORELINE PERMI11 Applicant: City of Tukwila, Public Works Department Project Name: Interurban Avenue Bridge Widening and Interurban Trail & Trail Bridge — Green River Criteria For Projects Subject To The City Of Tukwila Shoreline Regulations: General Shoreline Regulations (TMC 18.44.110) All uses within the shoreline overlay district must conform to the following general regulations: (1) The use is in conformance with the regulations of the underlying zone district. The Interurban Avenue South bridge, pedestrian bridge and associated trail are all located in the Shoreline Overlay zone and are allowable uses in that zone. There is no underlying zone district for the roadway bridge as it is a right -of -way (to which zoning does not extend). The property along the northeast side of the Interurban Avenue South bridge (on north bank of the river) is zoned Regional Commercial /Mixed Use (RCM) and the property along the southeast side of the bridge (on south bank of the river) is zoned Commercial /Light Industrial (C /LI). Public trails are a permitted use in the RCM. There is no underlying zone district for the pedestrian bridge as it is a right -of -way over the river (to which only the Shoreline Overlay zone applies). (2) The use does not conflict with the goals and policies of the Shoreline Master Program or the provisions of the Shoreline Act and shoreline regulations. No conflicts have been identified after reviewing the goals and policies of the Shoreline Master Program, the Shoreline Act, and shoreline regulations. The project is a City of Tukwila capital project and every effort was made to create improvements that meet the goals and policies established to protect and enhance the shoreline for the environment and the public. No structures or accessory facilities shall be located over the river, unless such structure protects or promotes the public interest. The proposed widening of the Interurban Avenue South bridge promotes the public interest by reducing automobile congestion in that segment of roadway and the intersections at both ends. This is accomplished by creating an additional left turn lane to allow the HOV's turning onto the southbound I -405 on -ramp to bypass the general purpose traffic queued in the existing left turn lane. The benefit of a pedestrian bridge is the extension and completion of a missing link in the Interurban Trail system between Fort Dent Way and SW Grady Way. 1 :stµ�y"AnuYk�45:�'i ":ni�ir.A r e�? �wr :;;Siar1't.?fi9!'�a�,= �ri:iu:ca; CO;'v1MUNIIY DEVEI_OPi,.EL' T 01/24/2003 (5) (4) There shall be no disruption of existing trees or vegetation within the river environment, unless necessary for public safety or flood control, or if allowed as a part of an approved Shoreline Substantial Development permit. Bridges are approved structures within the river environment's 40 -foot wide management zone (TMC 18.44.130(f)). Disruption of existing trees and vegetation within this environment will be necessary to allow construction activities in connection with the proposal. Additionally, under TMC 18.54.050(2)(f), the construction and maintenance of streets and utilities within City - approved rights -of -way and easements do not require a Tree Clearing Permit and are exempt from the application of that chapter of the TMC if located within the Shoreline zone. No effluents shall be discharged into the Green River which exceeds the water quality classification as established by the State for the adjacent portion of the river. The Green River has a water quality designation of Class A. The project will not discharge effluent into the river. (6) All State and Federal water quality regulations shall be strictly complied with. The project will require permits or approvals from National Marine Fisheries, U.S. Fish and Wildlife, the State Department of Fish and Wildlife, and the State Department of Natural Resources. These agencies will enforce their own water quality regulations. (7) Wildlife habitat in and along the river should be protected. The project lies within the Pacific Flyway migration route for various waterfowl. The river is part of a migration route for anadromous fish. The existing wildlife habitat along the riverbank consists of brush, grasses and blackberries and is of low habitat value. Some of this vegetation will be removed for the construction of pile supported piers (two piers for the pedestrian bridge and four piers for the Interurban Avenue South bridge). None of the proposed piers is within the Ordinary High Water Mark (OHWM). After construction completion, riprap will be placed around the foot of each pier to prevent erosion. Any remaining areas disturbed by pier placement will be relatively small in size and will be hydroseeded. The only work occurring at or below the OHWM will be installation of habitat enhancements. Additionally, approximately $ trees will be removed to permit widening of the Interurban Avenue bridge. The majority of this area is within the High Impact Environment with approximately 60 feet within the Low Impact Environment. Initially, this area will be regarded and hydroseeded. The area will then be planted with shrubs (or if possible, trees) to provide visual screening for the proposed development on the adjacent property. The plantings will be the responsibility of the development as part of its permit requirements. The area surrounding the pedestrian trail extension will be extensively landscaped with such plants as Raywood Ash, Douglas Fir, Western Red Cedar, California Wax Myrtle, Smooth Sumac, White Rockrose, Oregon Grape, and Boston Ivy. 2 01/24/2003 . (8) All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls, or other satisfactory mechanisms for erosion prevention. Best Management Practices (BMP's) will be used to prevent erosion and sedimentation during construction of the project. A temporary erosion and sediment control plan must be approved by the City of Tukwila prior to construction. Upon completion of construction, slopes will be seeded with standard erosion control grasses and protected from erosion until the grasses are established. If necessary, additional erosion control measures (e.g. fiber matting) will be included as part of the project. (9) All necessary permits shall be obtained from Federal, State, County or Municipal agencies. This is the responsibility of the applicant. All necessary permits have been obtained as this project was advertised once previously. A previous Shoreline Permit was obtained from the City of Tukwila for this project, but has since expired. (10) Dredging for purposes other than for navigational improvements or flood control is prohibited. No dredging is proposed as part of this project. (11) Mining is prohibited along the river shoreline. No mining is proposed as part of this project. (12) Solid waste disposal is prohibited along the river shoreline. No solid waste disposal is proposed as part of this project. (13) No property will be acquired for public use without dedication by or just compensation to the owner. The property acquisition procedures used on this project have been certified by State and Federal agencies, which includes just compensation to the owner for any property obtained. (14) Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect or promote the public interest. No landfilling within the river channel is proposed as part of this project. 3 01/24/2003 (15) Notwithstanding any provisions of this Code to the contrary, removal of any cottonwood tree within the river environment or the low impact environment, which tree is 12 inches or greater in diameter as measured 4.5 feet above the grade, shall be subject to the requirements of TMC Chapter 18.54, Tree Regulations. Under TMC 18.54.050(2)(f) the construction and maintenance of streets and utilities within City - approved rights -of -way and easements do not require a Tree Clearing Permit and are exempt from the application of that chapter of the TMC if located within the Shoreline zone. Applicable City of Tukwila Shoreline Policies: Overall Goals of the Shoreline Master Program — Goals 1, 2, 4, 5, 7, 8, 9, & 10. Economic Development Element - Goal5 - Policy 5 Public Access Element - Goals 1, 2, 3, & 4. - Policies 1(e), l(f), 3(a), 3(b), 3(c), & 3(d). Circulation Element - Goals 1 & 2 Recreational Element - Goal2 - Policies 1, 4(a), & 4(b). Shoreline Use Element - Goal2 - Policies 1(a), 1(b), 3, & 4. Conservation Element - Goals 1, 2, 3, & 4. - Policies 1, 3, 6, & 8. Historical /Cultural Element - Goal2 - Policy 5 4 ' isi,•' ir�::. i�?w. �. udv` isvCd: izvs' reb:} ia�7i�L:' t.> vwv5: fr+ tis1Wi. Niw?:.. ru�C�kn "i^ck�ur.r:f:..w.+..o,..� .... +s,o.,- .....we„x..�..srar.: 01/24/2003 z = Z re 2 6 00 cn W = J � w w ¢ = I- Ill Z I-0 Z U • � o 1 — . uj • O ..z U z DESCRIPTION OF PROPOSAL: INTERURBAN BRIDGE WIDENING. NEW PED BRIDGE. TRAIL EXTENSION (ADDITIONAL 1900 LINEAR FEET) PROPONENT: CITY OF TUKWILA PUBLIC WORKS LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS. IF ANY: ADDRESS: PARCEL NO: SEC /TWN /RNG: LEAD AGENCY: The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. *k *** **** *7k: ******* ************ ***** ***9c***** *k *** * *:Q**ok**ic**** This determination is final and signed this jv day of 1� 199. CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) 6701 FORT DENT WY 295490 -0421 • SW 24/23/4 CITY OF TUKWILA FILE NO: E98 -0004 Steve Lancaster, Responsible Official City of Tukwila, (206) 431 -3670 6300 Southcenter Boulevard Tukwila, WA 98188 Copies of the procedures for SEPA appeals are available with the Department of Community Development. 1 �J nLvELG t� r1 d � FEB (? t� LUG CITY OF TUKWILA F B 0 3 2003 Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukpla» Aci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents engineers, ctors or other representatives the right to enter upon Owner's real property, located at -I-NT U(ZF3A) / ja co tF Rr t)�NT LV for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at T-k- F W ► \ CZ (city), W 1 (state), on SS p � J. S .. , �' NOTARY PUBLIC in and for the i �Q \5 S 1ON tC, •. �( a Ling at vac j • ; 0 N OTAR Y ' My Co mmission expires on : U .s... • PUBLIC %%% pFWAS Ro 610 T tSciA tv\ R (Print Name) (0 )O 0 c)u e0i 1L \ip. (Address) (Z60 X33 -01 (Phone Number l/1" (Signature) On this day personally appeared before me 1 rD V\ "5 C Y1'\a. k to me known to be the individual who executed the foregoing instrument and acknowledged th he signed the same his er voluntary act and deed for the uses and purposes mentioned therein. f _ l n SUBSCRIBED AND SWORN TO BEFORE Iv)� ON S DAY 9F � l� `ru- 0. - \ az 00 3 of Washinqgton 1 { ,I &.. k l+rt/(4) +. ^+ `+ tel d4 0tii-F.mt ibk.4i.1xSFArCAVA � ;;di:ii �:u � �: <; seavee:F,z ., _ ...,1riTrs..aha r , Shor Management Act of 1971 PERMIT FOR 'SHORELINE MANAGEMENT 'SUB'STANTIAL DEVELOPMENT File Number: L98 -0009 Status: ISSUED Applied: 03/02/1998 Approved: 07/07/1998 Expiration: 07/07/2000 Pursuant to RCW 90,58, a permit is hereby granted to: PUBLIC WORKS DEPARTMENT to undertake the following development: WIDEN INTERURBAN AV BRIDGE. NEW PED BRIDGE. TRAIL upon the following property: Address: 6701 FORT DENT WY Parcel No: 295490 -0421 Sec. /Twn /Rnge: SW 24/23/4 THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND IT'S ASSOCIATED WETLANDS. WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. The following master program provisions are applicable to this development: !GMASTER 08 Development pursuant to this permit shall be undertaken pursuant to the attached terms and conditions. This permit is granted pursuant to the Shoreline Management Act of 1971 an nothing in this permit shall excuse the applicant from compliance with any other Federal. State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 911.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL TWENTY -ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC. 173 -14 -090. OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY -ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED: EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). Date:Jvl11 I�Sg Steve Lancaster Director, Planning Department Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. EL FEB 0 3 2003 co74 ; -.1? t; DEvELoPea LO3 z '~ w 00 co in I w Q = w Z F- 1- O Z I— W U • � O N O I- W W O w z. O z FOR STAFF USE ONLY Sierra Type: P -SHORE Planner: File Number: L. 0 3 - Dog Application Complete (Date: ) - Project File Number: j_, - (..)3D Application Incomplete (Date: ) Other File Numbers: 1,A g - 00D1 L -000 CITY OF TUKWILA RECEIVED CITY OF TUKWILA FE i3 0 2 i 3 Department of Community Development CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 RiYCEIVE E -mail: tukplan @ci.tukwila.wa.us LOCATION OF PROJECT/DEVELOPMENT: Give street address or, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMB NTERUtaBMJ AV= Sr.EET Rka.H Ak T —OP - U-' T O SourtH C.� J1 BI—V6 tri U Zq 5 L1 0421 Quarter: SW Section: 2`/' Township: Z3H Range: 4 4 e (This information may be found on your tax statement.) G.W PPHANILANDUSE.APP\SHORLINE.DOC, 06/15/00 r.' eBi?. r- i7 >ashitk`.t3RQ"f.. " " '''_#N.. .Faµ [[ CI ;"Y OF TUKWILA E D r3 i 0 SHORELINE PERMIT APPLICATION NAME OF PROJECT/DEVELOPMENT: I N T ER t�l P. at\-0 I\V C Ep-I D6E iN E R L& BA I' Tf . i 1 - (pE I� if vacant, indicate lot(s), block and subdivision, h1BERS. U A :r1 PC QE.N i V� IJ E4 Ackr, DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Raa I J • f t SC.14 Ivy k 'K ; CA'T`{ D-- TU w.i,t9 i LA Address: t o 3CO SO Lt - n- cE N T t ; P _ B LJ L , J SLt i TC Ian Phone: (ZOO 43 3 c! ? 7 FAX: (ZO is? 3 -03 Signature: Za, i✓v�� Date: / ;L$ PuB Tu viA 618 i 349 Information Required May' be waived in unusual cases, upon approval`of both Public Works and Planning .,, ... ' Information .' Waived 'PbWk/Ping. Office lUse'Only Conditio Comments & ns APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. 1 NJ C LiA Eye b 2. Complete Application Packet: eight (8) copies and one set of High Quality Photo Reductions, reduced to 81/2" to 11" of all plans. (See Project Description and Analysis, Site Plans and Evaluations). IN el_ t. p Ch 3. Application Fee ($2,000). 4. SEPA Environmental Checklist: eight (8) copies and fee ($500). Co t"( OF it.1S I IJCi.. L.th Elf >( PUBLIC NOTICE MATERIALS: 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. IN e.L-U ,�D 6. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. (Note: Each unit in multiple - family buildings, e.g. apartments, condos, trailer parks - -must be included). 1 IQ C L U,bi 7. A 4' x 4' Public Notice board will be required on -site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION: 8. Vicinity Map with site location. 1 hi t' La DES 9. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application, unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. Once an application is determined to be complete, it is considered "vested" — that is, the application is considered under the zoning and other land use controls in effect at the time the complete application is filed. However, having a complete application in no way limits the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). COMPLETE APPLICATION CHECKLIST TABLE G: WPPHAMLANDUSE.APPISHORLINE.DOC, 09 /11/02 .S nl ct -u DE ^Perr eoverro tw^M„ 7 nom Infbrmahon;Required Maybe i `rd m unusual cases, upon approval of both Public Works and Planning . ;Information Waived Pb . Wk' %Pln :' g Office : Il )nly Comments & Conditions, . ', 10. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances. 11. Lot lines for 300 ft. from the site's property lines including right -of -ways. IN C I_UI n EJ\ ()I') PL A14 PROJECT DESCRIPTION AND ANALYSIS: 12. A written discussion of project consistency with each decision criteria. (See Application), i t\1 CLIA n j\ SITE PLANS: 13. One set of all plans and analyses shall be stamped by a licensed professional surveyor, architect or engineer, and have an original signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Any revisions must also comply with this criteria. I C1-AA DE-D. 14. A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, improvements, easements, / encumbrances and right -of -way width/infrastructure. Elevations shall be City of Tukwila datum (NGV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor. l 0 C t—L, i)c.b 15. Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important / "CO geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.45. Also V show trees over 4" caliper, indicating those to be retained. All proposed sensitive arpa and tree protection measures shall be shown. 16. 100 yr. flood plain boundary and elevation as shown on FEMA maps. •� j /� X 17. Proposed lot lines (solid), existing lot lines (dashed), if also applying for a short plat or subdivision. x 18. Building footprint showing changes in elevation, site improvements with sufficient dimensions to be accurately described and located (e.g., building square footage keyed to parking standards, driveways, / 4 firelanes, parking layout, loading and service areas, ZS' landscape areas, rockeries /retaining walls, fences, U pedestrian and recreation features, building and site 1. lighting, mechanical units (with screening integrated with building design), and any street furniture. 19. Fire access lanes and turn- arounds, per Fire Department standards. X G:I APPHAIALANDUSE .APPISHORLINE.DOC, 06/I5/00 Z Q• F- ~ CL 00 0) 0 u) w J H U) Li_ -Cu 0 J _ = W z � Z� W 0 O N O 1- W W O Ili U= O ~ Z '- Informatfion Required: May be.wa ved it unusual cases, upon appr of both ; Public Works an'd Plannrn ; ; Informat,o» Waived ` PbWk / Plug : Office'.Use Only: Comments & 'Conditions '. " , 20. For sewer and water (domestic and fire): Existing and 111 proposed utility easements and improvements, on site g and in street. Schematic designs to be provided regardless of purveyor (e.g., site line size, location, and size of public main. No capacity calcs, invert J - depth, valve locations or the like are needed). 21. Document sewer and water availability if provided by other than the City of Tukwila. �/ /� 22. Storm drainage: Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060(D) (e.g., detention ponds /vaults, frop -T elbows, coalescing plate separators, and bio- swales). Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with the King County Surface Water Drainage Manual's Core and Special Requirements. f 0 Ci bEJ , 23. Locate the nearest existing hydrant and all proposed hydrants. I N C i- U.lv�[ 24. Schematic road design. 25. Geotechnical analysis. River bank stability analyses to be included in a flood zone control permit. X 26. Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original ASLA stamp and signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Any revisions must also comply with this criteria. I N G i_U'p E E) 27. Lighting plan: Include location and type of street and site lighting, site light levels (foot - candles) and how lighting will be contained on -site (e.g. lights shielded to prevent direct off site illumination and maximum 2 foot - candles at the property line). 28. Signage per Tukwila Sign Code. \/ J � 29. For stream frontages: provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). I 0 C- ED V G: WPPHAMLANDUSE.APP\SHORLINE.DOC, 06/15/00 Information Required ; hl be,waived in unusual I Infor O Office Use` Only SITE PLANS FOR SHORELINE PROJECTS: 30. Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood). ill LLift )EC 31. For work riverward of the MHWM: Distance work n 1 G:W PPHAN\LANDUSE.APP\SHORLINE.DOC, 06/15/00 °��23 Dr:7•n ' vi; L' x %dr7aiUNd'i�'.�t"1' tlili . ; vkx'kHtN �tio1�°» sr? SrS''`i:- k' ?�fa�' ,ti:'d ��w :i? ed?'% iY2� ai" . 'A' 44' z . =z �~ 6 J O 00 N J � ( w w � L Q = H2. z �.. t— O W ~ 0 N O H W W 2 F- H Z O~ z CURVE • RALINS a faiGCNT LEAGTH STATOR/017SE, FC PI () SW 65,5 120 5.70 O57& 3;i.8 4.16.r ALL Fa STA. JPIRL• L.19., RT., (01 5W 12817•10 LIP am . FO-SrA. JP52.• (74.4 AL, l Oar. 31.26.6 “1.01141 0 LOCO rrArir 7.Ji t2.6 0 93.01, /r.ro,- 7.35. . 141- f rj.V . A . 9 6''' "- Ilkr RELOCATE (AC NTORART Th was. --iffiFhTirztAnfs;" FrO SCEomr Z•EACLI • Vac s V.; • STORAGE 11 ••••• ; •.; 2 • •! 200 r S, SARCLIT PAVCNEN7J. • •CC ‘;'• ACUSS t • 1117, (ILL «(75 Irr. Ron • Sltroo P';*'• CB 7PC 2-60 Du*. 572.178.#1852r1 AID STA.172.111,10211 CC 1493 it 29.90 IT to S LAS SPO•lo IC Zi.ef Ir No • .AS 510014 LE raga Our 5.4.8 T P. Y•CP1 SWALE CROSS-SECTION fyYS oydArl pacsTRam TRAIL OWL° C0•TR7LSI0k7a0t 50 Di.. 3145 74.2071 GE .10.03, it 23.50 0.150 00 , 50 I' kr Of? 0.04 Fr/Fr CO/Srlstr FLOW SPOE1.001 AI CurFALL SEE OETA I ; . . 1 j I ecz F r 087805 54107 war &KONG 4-20 • ARSON riTH ettr , Owl CLLVAIGYI. • :V: Jrck•o WALL A I IS-402 1 .`e . - Fr /p r ig/41i 7040 PUBLIC WORKS DEPARTMENT BIOFILTRATION SWALE DETAIL NORTH OF GREEN RIVER ENGINEERING STREETS WATER SEWER SURFACE WATER Boll/INC MAINTENANCE S•ALE CRSIIAG GlCuLLO SWALE CROSS-SECTION MI5 108717225 ruYI CC01117 IAA,. AND CRAM firs 4.71P 1.4 Johnd 2m_ 411j tekai rc 7A: /99 ENTRANCO SPALC IL S. • Ar • f•--• A sti rE) 0 Ao.osr CRATE ELEKOF CaST.CATCR BALA -\ r ; gifVa'ae. Ar.sr • 101,11 • •5, FLO. SPairria • "4SC ___--------- MITERURBAN AVE . _. ,..---- - /.. 1 35 - ----- : • _ . BIOFILTRATION SWALE DETAIL SOUTH OF GREEN RIVER (SCHEDULE A) 0 ''- q 1. ; 1 y amoro• 5/4(15 • ter Ate. XPrry ra•STILCIO• GCOICITLIC la• 5(0404 700 b_R„ 11,\I DE T AIL S LTA 5 Y. q• c.srfta (La. "" 575(4085 AI • WALL. FLOW SPREADER DETAIL .s INTERURBAN AVENUE BRIDGE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • .4,nm...wo v;•rn 'V 2..02 50714 • . . 0505124.67 AOC', 0•2CM 040 EVER 50 LoE 1EE1 CE Sruf; 'SEE DEF ,4 S.ALE . ,• • • cit se. lex rnrAns Ytkli.rA- GENERAL CONSTRUCTION NOTES , (CO yfflyfr (WAYS. 02 ALL LIPtiloCS 4 70 CICAvArem. 2. 0708235220 05111000 ARCA way. SWALL" .7170 80571048 5EE0 /r urn/ FOAL COuPtCla• CE CRLO Ott °Info 057805(0 AREAS tarn (005730 C0018431 SEED 00. (P•SFACer PRECAST 080(07 [wooer!' 0,450(0 15054 11 rscor SFAForro 75158-85i, For or two 1146 ram FO tf. OF *Er rot; 548 051150 artt 0025 /0 (Agog( 817r0R0 flOw 0$11*03laa 05L•21 BACA/st fay Iv( BL .6 Naar fmata Ar Low. LO3w 007 L ATERLABAA AA 6 FORT Car vo. AN ORB CURB RETURN ELEVATIONS ,(1ErATAAS ARE Iv Or CLAP PC 4 -STA -111. 5.15 116.2]' 11.1 PI U- STl.11T.54.4 I66.2t LT.I A 0 -9051 w' r•KJP L -•9r 3 Sr>olr • AI(RABA WA; 6 FORE 0101 RAE. N( Cage CURB RETURN ELEVATIONS FILEr.rGIS ARE TOP 0 CLAW T APSIA. 1nN.1190.P(1.4 I/ 0-ST46E.31.1.1 1 ILA - .. ' =SAS/ tfyL99, ISSOP(.It OAS (CB M A PA AG ERA I N T R A N C O A AA P01,10 (ANT 9 01 1q.TL .I i . � %�, 5 r �j 1• q ti �I.I'ZT.I r U•ST T2T.Oj 1.1 P1 11A. 127.3197 , . I j - AWING LW In T /i,•..1 �e TO-STA. 1030600 PROPOSED SANELY LAE CORSTACT(0 91101RER5 125.00 501 IS'POl� 126.00 ..0115 Y PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE 128.00 Q 2 Q • .LRA,Lr.9A091•,R.S.<L19 POW. r -20 0 NERl,r 5 GENERAL NOTES 10 A 0 20 b 5 ?Nat :1071: nos40 Aaron( 010017 MO* 0roCrl fittegs.V..sdat AI IF( 0/(4444100. : ralno t %1A. mna.lo. ..064 4044.410 10.07o 44441I INTERURBAN AVENUE BRIDGE PLAN AND PROFILE Ili-STA. 124.50 TO IU- STA.128.50 o WATER NOTES 4 NrA.121•91 165 0 1. "Wear AND LOCATE (161110 A' (E(. COSIILCE AT MLIRA CAE VALVE AID OE 0 ((11(110 10 lNE NES1. (OSIR(C0 ..0' NAT!( ;AIL VALVE, OUT !LAVA ...CREASER AID Pr 21 UT Anna MAO !0 (•Sr Of ERE [05!110. ICE 41-511. 128.14.4 !MOUS, ALSIRAAW AS 52 0.070 (YSr PIPE Fa WAILS Y31RI. PA AAt A6 t( OASS 1. (OAS /T COI VAL E AIL •r CWP( IT I((. J. APUSI (1151,46 RATER VALVE CASE AO COVER IO GRADE. A. 1,WS DIOCN I D 3! 1% R s5 2 T A L T ['I6 ( II? W A RK �01 WIrER MAIN Fr (RAN. 1 RELOCATE (16T..6 LIRE AM..7, 10 BACK Or 410(0410 M(SUIM N 01AA1 (1IEASAN. MCI I0 Ill. 6. M(a1CAM ..00167••7 O ENE Slav 000(0(55110 O STORM ORAINAG NOTES 1-T. SEE P0(10c Or VMS (NEE/ (O9 CAI(1. BASA A0 STORY aAA PPE NOTES. S. WAA(CE E167110 Slav MAO r0 REV CATER B..OR. 9. RE(WE EASANO CATCH BALA. a PUG AO 10 (041110 Sr 10LC.EI( APE. L CAICN BATA Sr1100 AO Of /SET CALD15 0(ALA(0 10 !ACE Of OMB. SEC (((A SILL? CS. Z. �s GATE .PER C OT Or Fun s: STAADARO A +S 05.25 A0 05.1 1 ( CAA D 1511 :APE Si • IC PER Orr Or A. SEE O.A0EU11IA7N. 54..6 AO RLRRAAAA 15115 !ON SONIC A0 LMMAIA( M..A141 11OAS MLOCAIOI. 5. MIME (16(..6 TREES AOMp, SAVO 0110,4 (0(1610 LAOS. 6. R(WVE E161..6 STRMES v.Tna P0(X0 441155. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ,1101,(1/ OOP NI .ATI- .AMN.0o•, 611110, O CONSTRUCTION NOTES 1. (0457NCr C(0(01 (OCM1E !AM/A(0 CURB AAO DIVER PER CO.1. SIP PLAN 55.M. 7. (OSTRUC1 «0(RI COMPETE 10A511AN R.P. 1 RPS /A 121.511/ 65.6•(1.( RACK E0151RG SA ER41A.OAB 6 DllER. A. REWNE APP0(1114AI(1.4 60 !CET L115I000 (1 5. (0151 .Cl CLAW COACOETE CURB PAP MR NSW! SUP AA (•J. 6. PLARC BT0(AOUS PAVES(N1 Tr 0 OPII Asia ID P AS 5600. O PLm. I. MAW( (16(110 CURB AO 4011(01 0. A01 113E0 1 (OS15.0? [CANT (OCREIE SMENA. PER CPI. STD. PLAN RS -N. A. REPLACE EETSTI •C S4AI.Wr 510(0 m.0 AA EWER MR 1 sD3l 570 PLA 0.n ADIOS? REM ELEVATOR 0 CRAM I4 SANCIITTLIC P3rCRE1T 7011 d (ACE Or DATER OR AI IOQwE. SEE PLAN 12. SE( IIPCA MADRAI SECTORS. WET 4!a !AL OIPTN PALE M101 S(CIANS. I1. 50. 127•IS01, 051111. 0211(11 CASE AND COMER MN CO.7. 510. ..CAA 1 M RS -7. H. MATTE EASING SOEVALA 10iupAC DNB RAMP AO MAMMA RAP. IS. MACRE LOCAL. 6 N.S.D. 63 N.G.0.D. 29 00 .4110. wN VUa u l. evw A ar IOW ( W A..a ... O.,.. L 1r.4414.111. (L(• . IA.. .7715 .4! If F II. n o- F v I urEAwSM TAM. SEE 5RC[7 II Fa XTMS ut h In . I I '- PROPOSE T W [R .545200 ov.� (6570051[00 • r 6 40+0.1 • TU LU 129.00 Z PROOSEO 5020005 LOC . • r _ - - -000SIR.II0B Br W. LAS• - • : N -ONE i''-7 --. . ". _ . 6.51412945 101 5/.4 . 045 05*-WED 7(57N0ED a4 7'54755 37 alit .. • _. 730 INTERURBAN AVE. . PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE TOTAL CURVE DATA: P.‘57.70.5 I DELI. • I I**CC.r .577. 1x•54.0 Sr.r.r • Sitar CURVE DATA OLII 1 I 0001$ I LE.. Jr7i50 95..90 SPIRAL DATA CC El. I 7-v7 I - 'rlr- . -7.4 • -r • - lSNAIOMSI_ngfp_1ri0. S74V. -- � - / - o • S APS /4 73520 I4 1.7(1.4 : '550 02001C0/ :.oar auss;s/ a ✓. . . / • /- • 130.00 loop/ 3.aa 'Ned raj V ell I. II as 6/I 6o- 5/99 9/59 7/65 131.00 E N T R A N C O St J. II..... 9nrfll I- 0 P,<.DO,00..ewr1.2o.,.4115.5.0O5 ,r« 0 CONSTRUCTION NOTES Q STORM DRAINAGE NOTES f,ENERAL NOTES INTERURBAN AVENUE BRIDGE PLAN AND PROFILE IU -STA. 128.50 TO IU- STA.132.00 7. CO0SI.CT CVO. BASS. rrPC I wan 57460400 (RATE .0 CHAFE KB Orr Of rt.. 374004/0 45145 05-75 .0 05.1 3. SEC 040IC177Ar41. SC.u. 150 41100./06 11265 (a 50000 020 1U056RE 7(A0046 020/05 7(50[4765. VERr. r.5' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 7a4.14fI4..f0., $m. 0r /7.402 ..21 4 CO.SI.Cr 00.7 (O.KRCIE 0609(0 Conti 6 MITER PER Co.,. $ra FLAN 05.0. 7. 05550507 (CUES, COACRErt SCCSSLA 7(0 Car. sra FL. 05., J. FLAIL 9rur...0us 10740/ Ir 0 CURB 0 COTE. ro P 0 000It 1. 7(504[ .157..6 000 6 9009.11 .45150.6 Co. 0411. S. SEE 171545 m.o... Swans WETS 050 PAVE../ O0(RLIr. 6. REWV£ APPROlioAr(lr 67 FEET Of E2K70C 64.0. 7 0CIUU4C 6.00.5. 7. SEC WET on FOR 8905E 90X6.6 oCT.S. 6. 607 USED 9. Pl02L 9TU600JS PerEIIEO1 I r o PAVENE7 S(Ir 70 O' 0 700175 C. (0.5/161 0[100 HOCK B.O. 70 BE 7(9OVEa R. AEC. f1 lF C040[IC 0649(05 r0 FACE Of C.O. 70571 rm.. 17. SSEEE 7O /75 0 [02 0045 SECFCVS. S0EEI 0509 FULL CCTV. PAV.Or C 11 00657 (A,SrsC WS nor[ 70 CRAM 0• gCE7 5000 .CFCY. l.. 50657 .b7.0 7[2(1006( 0A...a 70 0. BE a5 0551. 13. 40411145 PAVCVCSI 7051 Of FACE W CU77(0 ae AI FCC ICE. SE( Ps . WATFR NOTES t 0-574728.61.0 7431Ir t (065,0[/ 1r 7r/ • 64401 In In /ST BECK /50 269 V CLASS 52 6CICE /00 AYE 500 WATER 064 Ir 040. 7. CO.STA07 040 .62 *55(507 PER 0714 a SWEET Cl. 1 5r471015 17.7. C0.S7N.CI 2 9 9 Cn 050/5 455(05 PER Car. 570 4540 ors t COISIILC7 (7062506 .011 AI J (((7 6(6.0 6670.1 SILL 5. C0.517.7 050(47(0 7(57066(0 055 0451 57 190/4E 5909 NY r7( •AT(R 041.77 0.010.0(75((0 (7.40565 rlrrYCS. SEC ..SOCEIS PAR OAA0.ER so /roArs 97 SEE 5100 OB. MYRC a 7155 SCE? (0 CATCH OASIS 010 510. 060 PIPE 407(5. CVO 0450 575700 020 OFFSET CACIORS 0!45./(0 70 FACE W 0000. SEC OCT. a SnEC7 J. t MWrC (71575.6 074(5 *60/0 5.05 .,lw5 OE6e4C 1.575 S. OCATNE (1,5706 S7RPC 911161 PI07EC7 VatS. .07 sat a , ry tunas tee Asp wegfa i( °�t _r. Parson, Mall, arrna• nIZSPOS 02•Serf a3.44 N.B.D. 83 N.G.9.D. 29 'If [ 6Jk ate. oeu MOr. 1 -70 R 6 r� D �� 70 70 4 0 70 .p i C6) I (A " l am lS.l I . 21 0 - rr.CSl' / 141.$' _.�� ;' ^. r 1t S 7 i�11(i. / t -2 ? ) * mt.7 80 . 10. IF IT [PEP S0 5-0.0o s0 , J t:.•I 13200 133■00 134.00 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE Joied 4 1 0 9 rlV .InI V NT RAN CO U35 00 NIC*URB4 WAY f FIN Wei. WAY, NE 0039 CURB RETURN ELEVATIONS I(LE7A704S ARC UP OF OAP PC .1-374. 03.•!300 Or 01.1 V.. II 13-574. 131.54.141391' L1.1 JI.5? 34.25 3498 0- 37304 3135.3 8 1 -SI..r • L-63J7 74 % -- I 5 136 1Jr •.CROY0C00w4ny 70•>.ar 4s050611. PIO 00 INTERURBAN AVENUE BRIDGE PLAN AND PROFILE IU -STA. 132.00 TO IU-STA.136.00 •srRO1on504mr- ;+.5•.f nS* 51100. 0(0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 CONSTRUCTION NOTES L Plat 9ruw441.6 PA0(KNI 1-r • WPB 03 (,70(40 10 0 0 30 0410 P. 7t41 9013030130 21000'., Ir- 0 911 0v1 70 r AS 51000 07 7L431 3. (0.511100 ((0(117 007C8(I( 90*0(. CURB 440 OWE. PE. CAt. 514 re4 35 1. (075011.00 twat( Cyan RAW( PEP +Star sl4 RAN (•3. 1 µ5I1134493IJ9.S *0703 (1l$7040MR& Wtt(0130 SOE +41 6. CWS17K1 CEatAt 004010([ 7R4547O. P RP 11104- SLOO(L RAICR Lyb7R4 P41(0(07. 7. C0757NCr 0(0(01 C30CR((C S0t74. KR CA(. S(4 Pµ4 95.71. /. 11(.01e APP17071001117 096 71(1 Or (05754 r (5034 9. C0+5/11.C7 700 FLU WY r 701(457 'WPC 0288 PCP .4.027 374 a PROW1.0 744(01N1 Al (MORE. 4 0- 571134.54514 MI 0401 (7rsr144074 CurrCR 40 sat.4c Ir. sonar 000.703. O. SEC 77704 104074r SFC1..04. 550(7 0(08 107(7(01 04(7(4,• 14. SCC 777114 000(747 3EC10.1 510(1 0103 Put 14710 74(0(71 5CC707. Q STORM DRAIN NOTES I.] 5(t 57080 03427 1117111 07 7,15 5,0tr 103 (07CN BAS* 4D 51080 DRAIN 7P( ROILS. . SEC 521((1 (r. GENERA( NOTFS L CA701 94508 5740+ AR0 0(15(7 C4LW7S 0(05125(0 10 (RC( K are 7. 000571307 PICA BAS. tyre tat* 514040 IPAOC A90 0847C PLO 017 OF 150774 5740.33 7545 05-25 ARO 05-3. 3. S(t 014.4”244R. 50014 40 a3UNRA7ON 7045 FOR 545C 130 1401420E 8(0004 40400 031100700. •- OLAORE LAAr00 7L4EES 400103 SWIGS 0,7rw 4( 0305. 1 RCarNt C715710 51117(5 747,00 701407 10015 drof s ,031 00.• 7(87 N.A.D. 83 0.6.0.0. 29 IO17. 1.23 20 5 1-.s 0 ;I (4 11 t1- CYO _OFw4rA 40+0 . • •1N9,. •d. t ,x.R4xLIry. LILO Os YO 0 70 00 n•x4.ol 0.;6 i t DATUM NAT•[ GEOD. VERT. DATUM OF 1929 �•. EXIST: METRO BLDG,. • fT0 BE-REMOVEDI /7 .� r x TOP OF SLOPE TOE OF FRL�_ - !• _ f �4 • WALL I TO INTERURBAN AVE : SOUTH EXIST. TRAIL (TO BE RELOCATED) ./ ! • j.p.I a \ L I , 4 h -7 - BRIDGE TY TYPE BP HMI EXIST. MSE WALLS 1,2 /} ENOTING BRIDGE NO. 405/108 I ,t-It 170 BE WIDENED) • T BPoDGE DRAMS. LOCATORS PUBLIC WORKS DEPARTMENT SEC. 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA :f t•.205'-2' BK. TO BK.OF PAP!. SEATS EX15T. Rut BASE I &I:; It AND METAL RAIL TO BE REMOVED AND REPLACED; EXIST. SIGN WITH PEDESTRIAN . rl0 BE REPLACED) BARRIER AND BRIDGE I RAILING TYPE B PI • • (j'( •: t PLAN BEARING OF ALL PIERS TO MATCH EXISTING EXIST. TELEPHONE (TO REMAIN) WIC ct e ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE 1 14 . - O• -2 - r• CONDUIT IN FULL LENGTH OF PEDESTRIAN BARRIER %T ? ? ?ir NENA 4r N air rTYP. 6 LOCATIONS; CONCRETE PEDESTRIAN BARRIER I ELEVATION GRADE ELEVATIONS SHOWN AT LEFT EDGE of ROADVAT DECK ELEVATION SHOWN IS REFLECTED FOR EMBANKMENT DETAILS AT BRIDGE ENDS SEE STD PLAN H -9 • •SK.), 4 r - DC 4 • P . p17••,ms1K W low. Tula THRIE BEAM TERMINAL DESIGN F ITTP. 2 LOCATIONS SEE STD. PLAN C -701 12 PT. OF aimN. VERT.aR. • N'_ I • �.. __.7 - r• COA'OUIT RENOV • IN SIDEWALK • EXISTING NEW LUMINAIRE LUMINAIRE • MP. 2 /F SKEw LOCATIONS! 5' 59'3078 E 130 INTERURBAN: 'AVE. l3, 111/1=21 fra ANNEWANNIIMINMENERIIENNIMENIIIRT • I_2. Ir-y -_ sm ' ) (KIST. LUMINAIRE , 4111 . BE RELOCATED) HST. POWF. /T . i AL I •-0; • 121I WATER UNE /--TOE OF FILL b y - - EXISTING DIARDRAIL ITO BE REMOVED) EXISTING RAIL BASE. METAL RAILNIG: SIDEWALK AND CANTILEVER SLAB (TO BE REAIVED) ` `.'.' vLf" O. Z8 "AC TD • SR 405 .C 2N D WEST VA r Iror. FRACTURED FIN FINISH WITH PIGMENTED SEALER TOP OF SLOPE 5 - 2A MAX. SLOPE EL. 22.4 EXI OF INTERURBAN REFERENCE 41' LEFT OF NTERURBAN AVE. ELEVATION LI 1 EL 0.0 SEE THIS SHEET FOR RIPRAP DETAIL LINE CIO TR. M.R.I. 1IX) �I� ) HBO r. OF FTG.I 0 - 12.000 CFS n — HPl4X89 PILE alp., W.S. EL. 22.3 - - - P.C. GIRDERS (W58G) WIDENING LOADING HS -25 OR TWO 24 AXLES 0 4' CTRS INTERURBAN AVENUE BRIDGE LAYOUT • •S•••M••••-•:• Kr'S••J •• I. • GENERAL NOTES 5. THE MAXIMUM ULTIMATE DESIGN LOAD FOR THE PILES AT PIERS I THROUGH 4 IS 140 TONS. ELEV. 23.0 AT PIER 1 TO FACE OF DI ATMENT WALL AT PIER 2 IELEV. 22.01I 6 FILTER BLAMKET CONSTRUCTION GEOT£XTILE FOR SEPARATOR NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE R£p1IREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNCIPAL CONSTRUCTOR rENGLISHI DATED 2002. AND AMENDMENTS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REDJIREMENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HCHWAr BRIDGES SIXTEENTH EDmION - 5996 AND CURRENT INTERIMS THROUGH 1999. ALL PRESTRESSED CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR SERVICE LOAD STRESSES AND CHECKED FOR THE REOwREMENTS OF LOAD FACTOR DESIGN. ALL OTHER STRUCTURAL ELEMENTS ARE DESIGNED IN ACCORDANCE WITH THE REOJIREMENTS FOR LOAD FACTOR DESIGN. SEISMIC DESIGN HAS BEEN DONE USING AN ACCELERATION COEFFICIENT OF 0.29 AND SOIL PROFILE TYPE M. 3. THE CONCRETE IN THE ROADwAT DECK AND ROADWAY DECK CLOSURE SHALL BE CLASS 40000. THE CONCRETE IN THE SEALS SHALL BE CLASS 4000W. ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. THE CONCRETE SEALS AT PIERS ? AND 3 ARE DESIGNED FOR A WATER SURFACE ELEVATION OF 7.8. UNTIL THE SEALS ARE PLACED AND CURED A TENT SHALL BE MAINTAINED TO ALLOW WATER WITHIN THE CELL TO EOJALIZE WITH THE RIVER IN THE EVENT THAT THE WATER SURFACE RISES ABOVE 7.8. 6. FALSEWORE SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE. THE CONCRETE FOR SIDEWALK AND PEDESTRIAN BARRIER SHALL NOT BE PLACED UNTIL THE FALSEWORN HAS BEEN RELEASED. 7. THE CIMENSONS SHOWN ON THE PLANS ARE BASED ON RECORD INFORMATION OF ORIGINAL CONSTRUCTION TOGETHER WITH FIELD SURVEY DATA. THE WIDENED PORTION OF THE STRUCTURE IS INTENDED TO MATCH THE EXISTING BRIDGE. THESE LSMENSIONS AND ELEVATAINS SHALL BE MEASURED BY THE CONTRACTOR IN THE FIELD. 8. UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF Mr REINFORCEMENT BAR SHALL BE 27, AT THE TOP OF THE ROADWAr SLAB. TTOM OF r AT THE OF THE FOOTINGS. 2AT OF FOOTINGS AND SLA13.3 AT THE FACE OF PIER�WALLS, AND )%j AT ALL OTHER LOCATORS. 6' TOPSOIL dote wrias MIN. 2•-0 LIGHT LOOSE RIPRAP IIWM NOTE, OMITS OF RIPRAP TO EXTEND ID -D BEYOND RIPRAP DETAIL 03 -alT? 1 , 1 )•. 17 ) II )1• if e u C 1)� TOE OF FINER E , L 130') BRIDGE DRIPUNE. wi' t WALL �C : I I is ,69' -7% BACK TO BACK PAVEMENT SEAT f� 1 SEC. 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA LIMITS OF RIPRAP TO EXTEND 10' -O' BEYOND BRIDGE ORIPLINE (TrP.I DATUM NAIL GEOD. V£RT. DATUM OF 1929 El EV. ICAO • PLAN BEARING OF ALL PIERS N 35 E SEE SHEETS TI AND T2 FOR ALIGNMENTS INIWWIIIIW 100 rIt MRI1121 �- 0.12,100 CFS W.S. ELEV. 22J NORMAL w.S. ELEV. 7.2 EXISTING 'GROUND LINE AT I -LINE {{ ELEVATION GRADE ELEVATION SHOWN IS TOP OF DECK AT T -LINE PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE q LW iuNqd JLS ECE Mid HS' X N9HR h F_LFV. I NT R A N C O - L , ■•••• 9r1n101 I - CONSTRICT I A I IA : VRAL 1.4==e Of THE OF PROPOSED / - EDGE WItd IFAWLr FUN CENTERI 1 EDGE OF PROPOSED PARKING FACILITY (FAMILY FUN CENTERI — SEE SHEET 82 REFERENCE ELEVATION 0.0 FOR RIPRAP DETAIL - u .U00wrw.14006.>0s.1111s0wa...O .• r.. ♦,tIt C. N-.0....nc.vwr,.. IQ•..n r 0•4m2 n70 .• GENERAL NOTES I. ALL MATERIALS AND WORXMANSHIP SHALL BE IN ACCORDANCE WITH THE REOJIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRLCTioN (ENGUSHI DATED 2000. AND AMENDMENTS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REOVIREMENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGIIirAr BRIDGES SIXTEENTH EDITION - 1996. CURRENT INTERIMS THROUGH 1999. AND AASHTO GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES. ALL PRESTRESSED CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR SERVICE LOAD STRESSES AND CHECXEO FOR THE R£WIREM£NTS OF LOAD FACTOR DESIGN. ALL OTHER STRUCTURAL ELEMENTS ARE DESIGNED IN ACCORDANCE WITH THE REWIREMENTS OF LOAD FACTOR DESIGN. SEISMIC DESIGN HAS BEEN DONE U51MG AN ACCELERATION COEFFICIENT OF 0.29 AND SOIL PROFILE TYPE 4 .9. THE MAXIMUM ULTIMATE DESIGN LOAD FOR THE PILES AT PIERS I AND 2 IS 222 TONS. 4. ALL CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 5. FALSEWORE SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE. THE CONCRETE FOR CURB SHALL NOT BE PLACED UNTIL THE FALSEWORE HAS BEEN RELEASED. 6. UNLESS OTHERWISE SHOWN ON THE PLANS. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE !- AT THE BOTTOM OF FOOTING. r AT TOPS OF FOOTINGS AND FACE OF PIER WALLS. AND T /2 AT ALL OTHER LOCATIONS. 7. CONTRACTOR SHALL TARE THOSE MEASURES NECESSARY TO ENSURE NO CONCRETE OR GROUT ENTERS THE WATERS OF THE GREEN RNER. LEGEND IDENTIFIES SECTION. VIEW OR DETAIL " OR SHOWN ON SHEET 3. INTERURBAN TRAIL BRIDGE LAYOUT DASH INDICATES SECTION. VIEW OR DETAIL IS TARN AND SHOWN ON THE SAME SHEET. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. T —LINE PROFILE P.C. GIRDERS (MODIFIED 65DG) LOADING H —I0 OR PEDESTRIAN LOADING Bll u 6' %A 6' B011011 OF FOOTING ITU'.I •10 WITIL 5TD HOOKS. AASHTO 11.0. GRADE 60. TURN HOOKS AS REWIRED TO CLEAR EWE OF FTC. AND OTHER REINF. PLACE HOOKS AFTER BOTTOM MAT OF REINF. NOTE 1. ALL PILES SHALL BE DRIVEN PLUMB WITH WEBS PARALLEL TO OF BRICGE. TYPICAL PILE DETAILS r • PNE SPLICE (5' OR EX TENSION HP 14 KB9 PILE l7r 89 9 N TIP ELEV. tr 6' ( PIER 1 PUBLIC WORKS DEPARTMENT T -STA. 49.99.94 ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE 5 5124'59' E T - LINE FOUNDATION PLAN ARiNG OF C OF DIMENSIONS SHOWN ARE PIERS L TYPICAL AT PIERS I AND 2 ELEV. 23.0 AT PIER I 70 FACE OF ABUTMENT WALL AT PIER 2 !ELEV. 22.011 HEAVY LOOSE RIPRAP BACKF/LL ON EACH HABITAT LOS PLACE ON TOP OF LOGS AND PLACE ON BOTH SIDES OF LOG, AT STREAM EDGE. USE a/ARRY SPALLS TO PAL VOIDS BETWEEN TOE RLGK 1 HABITAT LAWS BEFORE BACK T„ FILL /N 70 TO J.O TOE ROCK PLACED BETWEEN ALL LOPS. WITH Roof WADS AND UNDER RANK LOG. KEY TOE MOCK INTO CREEK BED AND BASE OF DANK AT LEAST Err DEEP. RIPRAP DETAIL 6' TOPSOIL II.OI It. JI_ 'J-'� •m • O p• O� — 00� O Opp p0 � O p EMTRAHCO 4'_9 6 r•6 ( PiER 2 H r -O' MAX. ITYP.I r - O' LIGHT LOOSE RIPRAP 6•• 1Pldl T -STA. 51.64.90 r -9- HP 1f KB9 PILES (TYP.1 Omni EL 7.2 AYG SUMMFR IOW LIMOS OF HABITAT ENHANCEMENT HYDROSEED OVER BARE SOILS (TYP.1 HEAVY LOOSE RIPRAP ROCK BAC•FILL (TYP.) 'LONG HABITAT LOGS, TO ).5' DIA LOGS W/ ROUT WADS. 13.0' TO 20.0' LENGTHS. AT APPROX. 13.0' O.C. MEASURED AT BACK LINE (TVP.1 SHORT' HABITAT LOGS. CO Da. LOGS WI ROOT WADS 13.0 LENGTHS. PLACE / TO 3 LAV4 OF 2 1 BETWEEN EACH PAIR OF 'LONG HABITAT LOGS Orr.? LIVE CUTTINGS 1TrP.1 AT 2-0 MAX SPACING L5'TO &$'LENGTH PROTECTAIN OF HABITAT LW INTO CREEK aril, AS APPAOVEO BY ENGINEER Ra7T WAD ENOS OF HABITAT LOGS Po/NT TO CREEK. /7O' DIA BANK LOS EACH BANK COG CONNECTED Al EACH EN4 AND ALL INTERMEDIATE CROSSING'S TO HABITAT LOGS PIN W /1H 0.75' DNA • S0' RIBBED RERAN THROUGH 0.75' PREMIUM MOLES FULL DEPTH THKKA'Y/ LOGS. BEND TOPS OVER FLUSH WITH LOGS 4.0 TO B.0' BEND LENGTH. FOUNDATION PLAN I f HABITAT LOG DETAIL TYPICAL AT THE FRONT OF BOTH TRAIL BRIDGE ABUTMENTS INTERURBAN TRAIL BRIDGE re dAt NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. •. C , OO.orw .s*OOS- IO\Wrts.SHnK1.tA. ,.,o, • . CAI /...s•■S.'.O.W( tl•f Mt' t•,MHtrrs r u1.I6/Ol tt lA•l N/ F •. Iiy 4 • r t / REBAR MA, • IC C //l TO BE wAD Br ENGINEER ITrP.I Jz TOE R0K8 ITVP.1 BANK LOG arr.? LIMITS OF HABITAT ENHANCEMENT NOTE I. HABITAT LOG SHALL BE COL/CLAS FIR OR WESTERN RED CEDAR. 2. USE NIX OF REO TWIG DOGWOOD ICORNUS SER/CEAI SITKA WILLOW (SAW SITCHENS,SI1 76 SCWCERS WILLPw !SAM SCOULERIANAI IN A .9,3:1 RATIO. J. USE 1111/111111 0.25' TO 0.75' Da. • 5.0 LIVE CUTTINGS SPACED AT 2.0 D.C. CONTINUOUS ALONG UFT. WITH 8.0 TO 1.0' OF CUTTING LENGTH !OR A MIN. Of 2 BUOSI EXSPOS£D WTSIDE OF LIFT. PLACE AND LIGHTLY TAMP. 70 REMOVE ALL VOIDS. APPROVED NATIVE SOIL 2.0' DEEP ON CUTTING BEFORE APPLYING NEXTCOIR LIFT. 4. CUT BANK BACK TO APPROXIMATE SLOPE OF 2:1. BEND TO NATURAL SLOPE AT UP /DOWNSTREAM ENDS. u F IL 0 o- F u B2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .,r.rn.MnMVM.tn.,.Sr,S.S,..r., a.n.i ... PM' M O .f'!w„wm.+o,.tl, ) .S ,nr,..n,..1 nr .I, }. ,.r „ LI If 3 IL V� wilIN s`II'1i rl i MX Al Or WALL - 074? ru/lsr0 rue .•4 5(50 , Y t4 sm. r[u IK f r C ? (SUE •I .27 K r -N \ '' '' I.8N1 4 Ors • 1A. 18.02.? "CAT WALL • STA. APIS t I .J5 • - _ - 45 .... — "'Y y S :: ••::•• }; :: ww www•••ww wwwwwwww wif �- - w MADE AT - ir4[ --- _ ww w -- !w --ww_ 212___ w LW.. ..r 77.01 rl ficorr • 0 00 810 0 20 0 30 0 WA 40 _L A FfRONT 0 ELEVATION 0 60 0 70 0 80 0 90 00 40 8(O. 1 - 57 ton Y41 a 0.0.17 5760•00 40 fa Gage .r • 4r —• CSMwfec ...Mr Oil Or 144458 it L14. BL PALL 8 A. 4947.66 AA 0•SLOe DAI , WAIL A � file =J°° r56n BK d M40C 41 I.! Pats ITTP.. •4.48414! £7 0(7 48 slr. 14..4 au liliiiil 30 — __ ___�_= AM 30 15w 1u. Y41 ,�i emu e<w Y4. r .f -rav . srl o-zs. AO =— d' _ wwwww __ —ww— ■ — — — + r- sr A. WM, (UK ►�—wwwwwww— wwwwwww —w rlrv. Ten -- --- --------'- ` Luafw 1;11_ OW. FRONT .lA0 At Y WALL id w��wwewwww�sw Cur. MO — r.br GW40 .r NOM (7(7.7 a • �w w 20 .,v. .. ...r MI .IS �9 a� 25.48 — r wsn CA .Bt .r .0 Of •41 � 10 II nrCAP /0 AYE C✓ 0 00 C 0 HALL B 20 FRONT 0 ELEVATION 30 0 40 0 50 0.60 0 00 .10 WALL 0 C FRCNT El 0'30 VATIO✓ ■ . "' PUBLIC WORKS DEPARTMENT + ' ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE Ill�� b tr V � ..ni ® - ./ ENTRANCO ,� .. ..v �'� INTERURBAN TRAIL BRIDGE Bii : !!�7rIYss I A , , ,, • WALLS A B AND C ELEVATIONS = ,, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ..,.... m. ......., •7..w,r.<..,c,. ...l.. .w • CAM, .w...K...,n...l,..a,nr,... ,.■ .s .r.r..a> .> O. L 4 0 19n euc a.oL • v *AU w wait o Sl 4 Y•Y.r D 514 • 10 T KOLSIN fI1I.)fX' 4)DCMC ...INC DLJ..[ S.. MI 30 my./ ..ur —. - c ..n N. — — r e- -. -- — e�4llw� R.J -- —• -- II 3 lc __ __.______ .6.... 20 rar Cu.- • — • ME - _ _ _ _ _ _ _ -�� LVRJ. fJA1.D 110.IM rl wait _ «I . win • — — • — --- St• ---. _ _ I . — —991 Lr9. 5933 ro I D 0 20 0 30 WAI 0 l 0 40 050 AFAR el FVA7J/ON 060 0 70 0 80 0 90 h MI kW W lr,s• p.CC d am?a ;WY .7 wait wait �, M f11 pCJ QL Fu).G a Snl, D9) JO I.91.. 5]• r[v.if s,o-ecJS 5.50 ■ta —�1 -- - - - - -- - .. ..___ ____ I�IIIIII�I = — �� --- - - ---- -- ---- ---- --- = =t : : =.yr n IN I= • I __ [ate r.Rn cn.tt 110.1 u .u - - ----.:-...---3-- ■••••1110 ______ — — - _ • WV. MIS > j 101 t4 0 00 0 10 0 20 0 30 0 NA _ 40 050 FRO AT /ON 060 0 70 0 80 0 90 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE 0 ' B12 © M ` ` a t � 3 INTERURBAN TRAIL BRIDGE !!,:RJ♦�© 'Tf41 BNTRANCO WALLS D AND E ELEVATIONS waa _ . m . .r,.. _ . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Hough Beds dE Baird Inc. LW OSC P{ NRCMTECTURE NNINNG. uNDU1 DESCN DECIDUOUS TREE PLANTING DETAIL Q O. "4 1 SHRUB & VINE PLANTIN AT RETAINING WALL DETAIL DECIDUOUS TREE ON A SLOPE PLANTING DETAIL CONIFER TREE PLANTING DETAIL CONIFER TREE ON A SLOPE PLANTING PUBLIC WORKS DEPARTMENT DRAINAGE SWALE SEE CIVIL DRWGS FLOW SPREADER SEE CIVIL DRWGS ENGINEERING STREETS WATER SEWER PARKS BUILDING EXISTING FENCE TO REMAIN E N T R A N C O ban.. maa ma BE Ckl- SEE SPEC'S - SEE "SHEET L -6 FOR OVERLOOK LAYOUT-...PLAN EXISTING - ' TRAIL TO CDILCN N. NOUGI TRASH RECEPTACLE- i SEE SPEC'S REMAIN TRAIL -SEE CIVIL DRAWINGS SHRUB PLANTING ON A SLOPE DETAIL PLANTING PLAN - BRIDGE -SEE CIVIL DRAWINGS TYP. RETAININ . WALL -SEE CIVIL DRAWINGS LIMITS OF PLANTING EQ TEMPORARY SILT FENCE LI SEE CIVIL DRWGS. EXISTING VEGETATION ALONG SHORELINE OUTSIDE OF CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED -SEE CIVIL DRAWINGS. MATCHLINE -SEE SHEET L -2 INTERURBAN AVENUE BRIDGE 15' 30' 60' SCALE NORTH ri RI Jar NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CG NOTE: SEE SHEET L -3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS N i a t ITEM -/ Hough Back &Baird Inc. LANDSCAPE ANCNIIECIURE PLANNING URBAN DESIGN iti • :.MATCHLINE -SEE SHEET L -1 TFR -, FILL LINE",-SEE M �Qe CIVIL DRAWINGS 44, \ LIMIT OF* PLANTING EQUALS 1, 4 , 4/41 . FILL LINE. SEE CIVIL • � / ; r» /' ,i, • W %2 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING NORTH lb! m Ria I Ll Wan — I( tie t w a_ fa eavo . v irs - L_ eLO•T ii O' 16' 30' E N T R A N C O bammm mtg. 1..4 SCALE NOTE: SEE SHEET L -3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS INTERURBAN AVENUE BRIDGE PLANTING PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. m �4 L -2 For PLANTING SCHEDULE SYM. QTY. TREES Fraxinus 'Autumn AUTUMN SCIENTIFIC /COMMON NAME americana Purple'/ PURPLE ASH 13 Pseudotsuga menziesii/ DOUGLAS FIR SHRUBS & VINES 5 Myrica californica/ CALIFORNIA WAX MYRTLE 37 Rhus glabro/ SMOOTH SUMAC 45 Cistus corbariensis/ WHITE ROCKROSE EROSION CONTROL 11692 S.F. SEEDING, FERTILIZING & MULCHING 56 Mahonia oquifolium 'Compacts'/ COMPACT OREGON GRAPE 11 Parthenocissus tricuspidata 'Green Showers'/ GREEN SHOWERS BOSTON IVY 15 C.Y. THREE (3) INCH DEPTH OF BARK OR WOOD CHIP MULCH PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING SIZE /REMARKS 1 3/4" Cal.; B &B.; Full & well branched w/ straight trunk & central leader. Min. six (6) foot branching height. 6' -7' Ht. /B &B.; Full & Well branched w/ straight trunk & central leader. Not sheared. 24" Ht. B &B Cont.; Full, well branched & well rooted. 5 Gal. /Cont.; Full, well branched & well rooted. 5 Gal. /Cont.; Full, well branched & well rooted. 5 Gal./Cont.; Full, well branched & well rooted. Plant 30" O.C. triangular spacing. 1 Gal. Cont.; Full, well branched & well rooted. Attach to retaining wall per "Best Horticulture Practice" SEE SPEC'S SEE SPEC'S E N T N A N O mum om. ABBREVIATIONS PERCENT NUMBER & AND (© AT AC. ACRE B &B BALLED AND BURLAPPED BLVD. BOULEVARD CAL. CALIBER C.F. CUBIC FOOT CONC. CONCRETE CONT. CONTAINER C.Y. CUBIC YARD DIA. DIAMETER DRWGS. DRAWINGS EA. EACH GA. GAUGE MFR MANUFACTURER PLANTING NOTES LEGEND DETAIL IDENTIFICATION SHEET IDENTIFICATION PLANTING SCHEDULE, ABBREVIATIONS, LEGEND is PLANTING NOTES GAL. GALV. HT. L.F. MAX. MED. MIN. O.C. OTY. R SCHED SPEC'S S.F. SYM. TYP. W/ Q 1. ANY DISCREPANCIES WITH THE DRAWINGS AND /OR SPEC'S AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. AVOID DAMAGE ABOVE & BELOW GROUND TO EXISTING VEGETATION TO REMAIN. SEE CIVIL DRAWINGS. 4. PLANT LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. ON SITE AND VERIFY WITH ENGINEER. PRIOR TO PLANTING. 5. SURFACE SCARIFY ALL NEW SLOPES PRIOR TO SEEDING. 6. PLANTING DRAWING IS BASED UPON BASE DRAWINGS DATED 06/01. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. INTERURBAN AVENUE BRIDGE GALLON GALVANIZED HEIGHT LINEAR FOOT MAXIMUM MEDIUM MINIMUM ON CENTER QUANTITY RADIUS SCHEDULE SPECIFICATIONS SQUARE FOOT SYMBOL TYPICAL WITH CENTER LINE Hough Beck &Baird Inc. LAMDSCAPC ARCHITECTURE PuuoamC URBU DOWN TEC J 2" MULCH DEPTH. KEEP MULCH LAYER AWAY FROM FOLIAGE rc � IF- I' tc. r MULCH DEPTH. KEEP MULCH LAYER AWAY FROM FOLIAGE UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED TO 85% MAX. DENSITY A \ \ � j11 IF 1111111111111111111UII i . 11111111111111111111 �� i I _ ., OPEN BURLAP AROUND TRUNK. ? L I I S CUT & REMOVE TOP 1/3 OF BURLAP ∎If, I 1 • ►�,h 1:1 SLOPE ON SIDES OF PLANTING HOLE II : A i )(Y(:Jk ' = '4 FERTILIZER & MOISTURE POLYMERS TIP. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ 1/2 COMPOST & 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED TO 85% MAX. DENSITY SECTION GROUNDCOVER & SHRUB O PLANTING DETAIL A NOT TO SCALE oCT)og GROUNDCOVER & SHRUB O PLANTING ON A SLOPE DETAIL NOT TO SCALE Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN 1 F PLANTING HOLE TO BE 24" LARGER THAN DIA. OF ROOTBALL FOR SHRUBS & VINES PLANTING HOLE TO BE 24" LARGER THAN DIA OF ROOTBALL FOR SHRUBS & VINES TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE FINISH GRADE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" HT. WATER RING FINISH GRADE OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP 1:1 SLOPE ON SIDES OF PLANTING HOLE ERTIUZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ 1/2 COMPOST & 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING MULCH TREE RING SHALL BE 2" OUTSIDE OF TREE STAKES UNDISTURBED EXISTING SOIL I `- GREATER OR EXISTING SOIL COMPACTED TO 85% MAX. DENSITY THAN DA. OF ROOTBALL O CONIFER TREE PLANTING DETAIL NOT TO SCALE MULCH TREE RING SHALL BE 2 OUTSIDE OF TREE STAKES 4 GREATER TITAN DIA. OF ROOTBALL SECTION CONIFER TREE PLANTING O ON A SLOPE DETAIL NOT TO SCALE 1 TREE TRUNK F - CHAIN LOCK BY LISTER /2 TREE TIE. INSTALL PER TIER'S INSTRUCTIONS. SECURE TO WOOD STAKE WITH /2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1" CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK CHAIN LOCK TREE TIE SECURE 10 2" DIA WOOD STAKES 2" DIA. WOOD STARES KEPT CLEAR OF ROOTBALL TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE. SLOPE TO DRAIN 3" HT. WATER RING FINISH GRADE OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP 1:1 SLOPE ON SIDES OF PLANTING HOLE FERTILIZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL w/ 1/2 COMPOST & 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE SECTION TREE TRUNK 1 LOCK BY LISTER j2 TREE TIE. INSTALL PER MFR'S INSTRUCTIONS. SECURE TO w000 STAKE WITH j2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1" CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK 'LODGEPOLE PINE TREE STAKES. 2" DNA. DOWELED STAKE W/ CHAMFERED TOP. 6" CONICAL POINT & PRESSURE TREATED CHAIN LOCK TREE TIE. SECURE TO 2" DIA WOOD STAKES 2" DA. WOOD STAKES KEEP CLEAR OF FOOTBALL OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE FINISH GRADE 3" HT. WATER RING E N T A A N C O LLODGEPOLE PINE TREE STAKES. 2" CLl DOWELED STAKE W/ CHAMFERED TOP, 6" CONICAL POINT & PRESSURE TREATED 3:1 MAX. SLOPE BACKFILL W/ 1/2 COMPOST & 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE 1.1 SLOPE ON SIDES OF PUNTING HOLE FERTIUZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO SACKFUL OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP \ 1/3 OF BURLAP `UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED 10 85% MAX. DENSITY CAEEH N. 1quGN UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED 10 85% MAX. ENS TY SECTION MULCH TREE RING SHALL BE 2" OUTSIDE OF TREE STAKES TREE TRUNK ROOTBALL 4 VIK HAIN LOCK TREE TIE. SECURE TO 2" Du. WOOD STAKES TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH II il GRADE. SLOPE TO DRAIN 2" DIA. W000 STAKES KEEP CLEAR OF ROOTBALL 3' NT. WATER RING _ /.. � un L�.r n.. • FINISH GRADE ��0�4' O PEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 11 6iiii�� 'IU; J IQ� w!". 1/3 OF BURLAP ":1„ y 1:I SLOPE ON SIDES OF PLANTING HOLE FERTILIZER & MOISTURE POLYMERS TIP. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ I/O COMPOST & I/O EXISTING SOIL THOROUGHLY WATER SETTLE It J If 0 I SECTION O DECIDUOUS TREE PLANTING DETAIL 3 NOT TO SCALE F " GRFATE 1 y IRAN DA. OF ROOTBALL MULCH TREE RING SHALL BE 2 OUTSIDE OF TREE STAKES VIREETRRUNK CHAIN LOCK BY LISTER 12 TREE TIE. 1\ 1'rn �� INSTALL PER MFR'S INSTRUCTORS SECURE 10 w000 STAKE WHIN j2 PENNY COMMON ' NAIL (ONE PER STAKE). MAINTAIN 1" O ® W CLEARANCE BETWEEN THE TREE TRUNK & \ /� C LOCK .- LOE PINE TREE STAKES. 2" DA. DOWWELED ELED STAKE W/ CHAMFERED TOP. 6" PLAN CONICAL POINT & PRESSURE TREATED 'j, CHAIN LOCK TREE TIE. SECURE TO 2" OUL WOOD STAKES 2" DIA WOOD STARES KEEP CLEAR OF ROOTBALL -TOP OF ROOT CROWN TO BE 1" NIGHER THAN FINISH GRADE. 3" HT. WATER RING 3.1 MAX. SLOPE BACKFILL W/ 1/2 COMPOST & 1/2 EXISTING SOIL. THOROUGHLY WATER SETTLE 1.1 SLOPE ON SIDES OF PLANTING HOLE FERTILIZER & MOISTURE POLYMERS TYP. THOROUGHLY MIx INTO BACKFILL OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP OF UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED 10 85% MAX. DENSITY DECIDUOUS TREE PLANTING O ON A SLOPE DETAIL NOT TO SCALE PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CHAIN LOCK BY LISTER IX TREE TIE. INSTALL PER MFR'S INSTRUCTIONS. SECURE TO WOOD STAKE WITH j2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN I" CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK. LODGEPOLE PINE TREE STAKES. 2" DA. DOWELED STAKE w/ CHAMFERED TOP. 6" CONICAL POINT & PRESSURE TREATED L -4 4of u o- F U FINISH GRADE 101 1 SECTION q I 'li= I6 i� CHAINLINK FENCE. SEE CML DRUGS. I GROUNDCOVER & SHRUB •4 PLANTING ON A SLOPE DETAIL 1/2 EXISTING SOIL & 1/2 COMPOST - THOROUGHLY MIXED. MIN. SIX (6) INCH DEPTH 2 DEPTH BARK OR WOOD CHIP MULCH - TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF WALL �- RETAINING WALL SEE CmL DRUGS. IV VINE SHALL ABUT BACK OF RETAINING WALL CRUSHED ROCK SHOULDER -SEE CML DRUGS. ASPHALT TRAIL -SEE CML DRWCS. SHRUB & VINE PLANTING AT RETAINING WALL DETAIL NOT 10 SCALE PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING SMOOTH TROWEL FINISH (IMP.) -\ ASPHALT TRAIL - SEE CML DRUGS 4' dM01111R SEM RIZEINIEW all ==-- -III -III -- 11 t= 111 - 6' POLYETHYLENE TEE POLYETHYLENE END CAP SECTION 6' CORRUGATED POLYETHYLENE PIPE W/ POLYETHYLENE CAP 2 SEED AREAS 1/2" CROUNDCOVER/ SHRUB AREAS 6' CORRUGATED POLYETHYLENE PIPE 6' POLYETHYLENE TEE ENT _ R A N C(' imarnuu mar M. l l -1I F- I I I- 1I1 -1I L—I I1 EI I I• 11 —Iil I I -11111 _DTI 'V CONTROL JOINT - SEE DRUGS. FOR LOCATION CONC. AVING W MEDIUM P BROOD INISH S1C/ QN O TREE CANTEEN DETAIL NOT TO SCALE 6' DEPTH CEMENT CONCRETE PAVEMENT 2' DEPTH CRUSHED SURFACING TOP COURSE COMPACT SUBGRADE O TYP. CONCRETE PAVING DETAIL NOT TO SCALE 6' DIA PERFORATED CORRUGATED POLYETHYLENE PIPE. WRAP WITH APPROVED FILTER FABRIC �ICCOCOOCCCOO� w w r4•W444♦ Am 44w. Vitir PLAN IlI CONIFER TREE PLANTING DETAIL CONIFER TREE PLANTING ON A SLOPE DETAIL ROOT BALL FINISH GRADE DECIDUOUS TREE PLANTING DETAIL $i r I 6' CORRUGATED POLYETHYLENE PIPE. WRAP WITH APPROVED FILTER FABRIC (PLACE DRAIN HOLES TO SIDE & INSTALL LEVEL) DECIDUOUS TREE PLANTING ON A SLOPE DETAIL PLANTING & CONCRETE DETAILS NOTES: I. PROVIDE & INSTALL CONCRETE PAVING PRIOR TO ASPHALT PAVING. 2. AVOID SPILLAGE OF ASPHALT EMULSION ONTO SURFACE OF CONCRETE. 3. INSTALL CONCRETE PAVING FLUSH TO TOP OF ASPHALT 4. SLOPE CONCRETE PAVEMENT 10 PROVIDE POSITIVE DRAINAGE. VERIFY FINISH GRADES w/ ENGINEER PRIOR TO BEGINNING CONSTRUCTION. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LANDSCAPE ARC/XIECIURE PIAKNING URBAN DESIGN Hough Beck &Baird Inc. L -5 6of6 NOTES: 1. CONTRACTOR SHALL FIELD STAKE LAYOUT FOR ENGINEER REVIEW & APPROVAL PRIOR TO PROCEEDING W/ CONSTRUCTION. 2.ALL DIMENSIONS ARE TAKEN • 90 DEGREES UNLESS OTHERWISE NOTED. 3. SEE SHEET L -3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS. Hough Beck &Baird Inc. UNOSUPE ARC WTEC1URE PLANNING URBAN DESIGN BEGIN LAYOUT - - @ END OF RETAINING WALL 2' R 12" BENCH- SEE SPEC'S- INSTALL, PLUMB & LEVEL PER MFR'S WRITTEN INSTRUCTIONS. FIELD VERIFY LOCATION W/ ENGINEER PRIOR TO INSTALLATION. TYP. CONCRETE PAVING DETAIL TYP. RETAINING WALL - - SEE CIVIL DRWGS. v EXPANSION JOINT BETWEEN CONC: PAVING & RETAINING WALL- SEE SPEC'S 8" TYP. SMOOTH TROWEL FINISH BAND -AT OUTSIDE EDGE OF CONC. PAVING TYP. CONTROL JOINT CONC. PAVING, MED. BROOM FINISH - BASKET WEAVE PATTERN AS SHOWN. (PAID AS CEMENT - CONCRETE SIDEWALK) NORTH 03-= =BEGIN LAYOUT @ END OF RETAINING WALL TRASH RECEPTACLE -. SEE SPEC'S - INSTALL, PLUMB & LEVEL PER MFR'S WRITTEN INSTRUCTIONS. FIELD VERIFY LOCATION W/ ENGINEER PRIOR TO INSTALLATION. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ASPHALT TRAIL -SEE CIVIL DRWGS. 0' 5' 10' 20' SCALE PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING 0 i4 sgrZ� _ niti� r,. rx nits E N T R A N C O 0164- UPI NUS ro. MMMW MUM Wm COUEEN R. hOOCN INTERURBAN AVENUE BRIDGE OVERLOOK LAYOUT PLAN J L -6 of 6 u 3 F u IJ o- F v 6` YIN. CLEAR ,0 ti Z• gl . S O WI d a WI r � I w N BRIDGE RAILING I TrPE BP EXIST. TRAIL PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING PEDESTRIAN RAILING 0.H.W. EL 7.8 T7 t.. ti.w. ELEVATION PEDESTRIAN TRAIL BRIDGE GRADE ELEVATIONS SHOWN AT RIGHT EDGE OF DECK FOR EYBANKYENT DETAILS AT BRIDGE ENDS SEE sra PLAN R -9 SCALE: r - CONCRETE PEDESTRIAN BARRIER E N T R A H C O Z. L�.^ 100 TR. Y.R.L 110) 0 - 1240 CFS W.S. EL 22.3 EL. 7 . B 0 TR Y.RL (101 I L_ EL L JJ 0 - 12100 CFS w.5. EL 22.3 ELEVATION EXIST. BRIDGE WIDENING GRADE ELEVATIONS SHOWN AT LEFT EDGE OF ROADWAo DECK ELEVATION SHOWN 15 REFLECTED FOR EYBANKYENT DETAILS AT BRIDGE ENDS SEE STD. PLAN H-9 SCALE, r - 30' O 5 -4.975 EXISTING GROUNDUNE 12' RIGHT OF TRAIL ALIGNY£NT 40' 2:l MAO. SLOPE N S O me 2:1 MAX. SLOPE - �EYI5TIkG GROIINOUNE 4r LEFT OF INTERURBAN AVE. INTERURBAN AVENUE BRIDGE CROSS SECTIONS iI APPROX. FINISH GRADE FOR FAYILI FUN CENTER GRADING i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. d, -6.750 /—REF ////// ------ REFERENCE LINE ERENCE 0.0 1 — REFERENCE LINE ELEVATAN 0.0 0 30 20 • ...... 2' FREEBOARD • 500 YR; FLoOD • EL=22.0. • . : : . : : . • • • • • • Or BANK • • . • • • • • PA RIVERBANK MAINTENANCE AN ACCESS EASEMENT 40' HIGH IMPACT ENVIRONMENT MAINTENANCE AND ACCESS EASEMENT 15' PATH I : . : . : : .. ...... ; PATH. :FLODD. EL= 2.1 7 MEAN HIGH 'WATER WaK = • TB:0 • • i • • • • PROPOSED • • • • GRADE 60' LOW IMPACT ENVIRONMENT 10 i. . ; ! ! I--- i " •i" ORDINARY HIGH WATERmARK=7.8 • • • ! • ... • • i • " • • • • • • re • • •••• : : • . _____ _.-- 200' SHORELINE ZONE NEW ASPHALT • • - • • • ; • PAVING • . •- EXISTING GRADE • • .. ..... ....... ....... . . . .. SECTION A 1"=20' HORZ . 1"=10' VERT .... • • • ... NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT..,. 58 Ave S 51 Ave S 52 Ave S L LU zA Interurban Trai 51 Ave S 4 9 ...•..,.r- Ave S • •*••.•..•.. • ..•.. 7 .•..•■ ■•■ ■• ■toms•. r. ■•..•U•..•..7 r. r ■.7 ru7.•u7 ■•■ ■•■ r ■.7. •■ ■ Southcenter Porky 53 Ave NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ; , LS j ry * , fi . L ,, LIMITS OF RIPRAP TO EXTEND ID -0 BEYOND BRDGE ORIPUNE ITrP./ DATUM NAT'L GEOD. VERT. DATUM OF 1929 0 WALL ,A Ni ELEV. 13.9 EXISTING ND LINE AT T -LINE II 4 PUBLIC WORKS DEPARTMENT SEC. 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA La Lt 169' -7 y2 BACK TO BACK PAVEMENT SEAT PLAN BEARING OF ALL PIERS N 38'35'O1" E SEE SHEETS TI AND 17 FOR ALIGNMENTS 100 rR. MRIIIS) Q- 0- 17.100 CFS W.S. ELEV. 22.3 NORMAL W.S. ELEV. 7.2 ELEVATION GRADE ELEVATION SHOWN IS TOP OF DECK AT T -LINE ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE W ■ N T R A N C O ECGE OF PROPOSED 7-PARKING FACILITY )FAMILY FUN CENTER) �- _ 1 f a SI AL CI AOp TAWAL MAN ELEYENIAMEND. N TRAM A I ILA* IA a OE rAt SNEHAL PRIMPS. EDGE OF PROPOS£0 1 f F CENTER) _ELEV. 13.8 SEE SHEET B1 REFERENCE ELEVATION 0.0 FOR RIPRAP DETAIL II H • �c/ po .ow..iepc•ia.L((iS.StwKi.upc.. rw • t0 v R /ic /Oi n7.4e GENERAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REWIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND WNIOPAL CONSTRUCTION )ENGLISH) DATED 2000. AND AMENDMENTS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE R£CUIR£MENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES SIXTEENTH EDITION - 1996. CURRENT INTERIMS THROUGH 1999. AND AASHTO WIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES. ALL PRESTRESSED CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR SERVICE LOAD STRESSES AND CHECKED FOR THE REWIREMENTS OF LOAD FACTOR DE5,N. ALL OTHER STRUCTURAL ELEMENTS ARE DESIGNED IN ACCORDANCE WITH THE REWIREMENTS OF LOAD FACTOR DESIGN. SEISMIC DESIGN HAS BEEN DONE USING AN ACCELERATION COEFFICIENT OF 0.29 AND SOIL PROFILE TYPE It J. THE MAXIMUM ULTIMATE DESIGN LOAD FOR THE PILES AT PIERS I AND 2 IS 222 TONS. 4. ALL CAST -IN -PLACE CONCRETE SHALL BE CLASS TWO. 5. FALSEWORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNWE STRESS IN THE STRUCTURE. THE CONCRETE FOR CURB SHALL NOT BE PLACED UNTIL THE FALSEWORK HAS BEEN RELEASED. 6. UNLESS OTHERWISE SHOWN ON THE PLANS. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE Y AT THE BOTTOM OF FOOTING. 2 AT TOPS OF FOOTINGS AND FACE OF PIER WALLS. AND Kb AT ALL OTHER LOCATIONS. 7. CONTRACTOR SHALL TAKE THOSE UEASURES NECESSARY TO ENSURE NO CONCRETE OR 0R011T ENTERS THE WATERS OF THE GREEN RIVER. LEGEND IDENTIFIES SECTION. VIEW OR DETAIL TAKEN OR SHOWN ON SHEET 3. DASH INDKATES SECTION. VIEW OR DETAIL IS TAKEN AND SHOWN ON THE SAME SHEET. INTERURBAN TRAIL BRIDGE LAYOUT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. T -LINE PROFILE P.C. GIRDERS (MODIFIED 65DG) LOADING H -I0 OR PEDESTRIAN LOADING LW rI Lo QU7 Bt • "' • ® [NTRANCO ..0,1--u. ^ « J •_ '•;mss; •' NIOiCT INTERURBAN AVENUE BRIDGE PUBLIC WORKS DEPARTMEN "' Wi - ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE '''.� Ina.' ©: LAYOUT ddN I....s 1 m LM .aron A DATUM NAIL GE00. VERT. DATUM OF 1929 TOP OF SLOPE TO INTERURBAN AVE: SOUTH EXIST. TRAIL ITO BE RELOCATED) e ` -. EXIST METRO &D6. ' . .7T0 BE REMOVED)" /fir / . ,L • TOE OF. FILL - L' 4 7'1 \ -'F� - ALL I LUMIBARE LLIW 2 _SKEW ._. • .. - LOCATIONS) , /.' 5 5970'18 E 130 INTERURBAN; , ' A VE. 7' EXISTING BRIDGE NO. 405/10B ,A ITO BE WIDENED) • - - - BRIDGE DRAINS. FOUR LOCATIONS , 1 . ITO BE PLUGGED. TIP.) _roma omatommentunnommermonnar ff. __ .2 - re CONDUIT REMOPf� __ ._.. , ... ...1 __ _�(_ .. __ _ _ . •IN SIDEWALK EXISTING NEW • - 2:1 MAX. S tiw. NEW TRAIL LOCATION 9 YIN. PERT. CLR. EXIST. USE WALLS BRIDGE N RAILING TYPE BP arr.) (BOT OF FTG.) EXIST. TRAIL SEC. 24, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA 11;120 5' -0 BK. TO BK. OF PAVT. SEATS 'XIS —2 - YO CONDUIT IN FULL LENGTH OF PEDESTRIAN BARRIER /7' ? ? ?? EXIST. LUMINAIRE RENAL 4X JUNCTION BOX 'I ITO BE RELOCATED) ITYP. 6 LOCATIONS) EXIST. TELEPHONE ITO REMAIN) EXIST. SIGN (TO BE REPLACED) I f r'- J TI'S it OHWM EL 7.2 Ill' -0' • ' 1 : ' EXIST. RAIL BASE :� J:' � ! l;'' AND METAL RAIL TO BE " ' REMOVED AND REPLACED ,•• WITH PEDESTRIAN • BARRIER AND BRIDGE'; 1 ' RAILING TrPE BP PLAN BEARING OF ALL PIERS TO MATCH EXISTING CONCRETE PEDESTRIAN BARRIER *0- ELEVATION GRADE ELEVATIONS SHOWN AT LEFT EDGE OF ROADWAY DECK ELEVATION SHOWN IS REFLECTED FOR EMBANKMENT DETAILS AT BRIDGE ENDS SEE STD. PLAN H -9 o.r.Cl.0a,Phon,mwl our . • 1 .. 1 THRIE BEAM TERMINAL DESIGN F ITrP. 2 LOCATIONS, SEE STD. PLAN C -7,0 / 1 1 \1 15• -0� �: it AL I` AL lYA WATER LANE EXISTING GUARDRAIL ITO BE REMOVED) , EXISTING RAIL BASE. t METAL RAILING. SIDEWALK AND CANTILEVER SLAB ITO BE REMOVED) ♦ � - S E N ' MI TO SR 405 .CT AND WEST VALET HNY. TOE OF FILL - _S TOP OF SLOPE FRACTURED FIN FINISH WITH PIGMENTED SEALER 7;I MAX. SLOPE - EL. 27.4 ' EXISTING GROIJNOUNE .)'LEFT OF INTERURBAN AVE. REFERENCE LINE 1 EL 0.0 SEE THIS SHEET FOR WRAP DETAIL 7- ELEVATION 0.0 100 VA L.R.J. 1 1007. OF FT0.1 0 - 1 EL 2.000 22.7 - CFS 111 _ _ – HPI4X89 PILE ITYP.) W.5 P.C. GIRDERS (W5BG) WIDENING LOADING R5 -25 OR TWO 24 AXLES m 4' CTRS .CMO'M....Wml'.r'%KL.'. V..INa' GENERAL NOTES I. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REOUIR£MENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNCIPAL CONSTRICTION IENGLISHI DATED 2002. AND AMENDMENTS. 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REDU/RENENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES SIXTEENTH EDITION - 1996 AND CURRENT INTERIMS THROUGH 1999. ALL PRESTRESSED CONCRETE ELEMENTS HAVE BEEN DESGNED FOR SERVICE LOAD STRESSES AND CHECKED FOR THE REOU/REMENTS OF LOAD FACTOR DESIGN. ALL OTHER STRUCTURAL ELEMENTS ARE DESIGNED IN ACCORDANCE WITH THE REOLIIREYENTS FOR LOAD FACTOR DESIGN. SEISM: DESIGN HAS BEEN DONE USING AN ACCELERATION COEFFICIENT OF 0.29 AND SOIL PROFILE TIRE R. J. THE CONCRETE IN THE ROADWAY DECK AND ROADWAY DECK CLOSURE SHALL BE CLASS 40000. THE CONCRETE IN THE SEALS SHALL BE CLASS 40006. ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. THE CONCRETE SEALS AT PIERS 7 AND 3 ARE DESIGNED FOR A WATER SURFACE ELEVATION OF 7.8. UNTIL THE SEALS ARE PLACED AND CURED. A VENT SHALL BE MAINTAINED TO ALLOW WATER WITHIN THE CELL TO EOIALIZE WITH THE RIVER IN THE EVENT THAT THE WATER SURFACE RISES ABOVE 7.8. 5. THE MAXIMUM ULTIMATE DESIGN LOAD FOR THE PILES AT PIERS I THROUGH 4 IS 140 TONS. 6. FALSEWORO SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE. THE CONCRETE FOR SIDEWALK AND PEDESTRIAN BARRIER SHALL NOT BE PLACED UNTIL THE FALSEWORK HAS BEEN RELEASED. 7. THE LVM£NSIONS SHOWN ON THE PLANS ARE BASED ON RECORD INFORMATION OF ORIONAL CONSTRUCTION TOGETHER WITH FIELD SURVEY DATA. THE WIDENED PORTION OF THE STRUCTURE IS INTENDED TO MATCH THE EXISTING BRIDGE. THESE DIMENSIONS AND ELEVATIONS SHALL BE MEASURED Br THE CONTRACTOR IN THE FIELD. 8. UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANT REINFORCEMENT BAR SHALL BE 2'/7' AT THE TOP OF THE ROADWAY SLAB. r AT THE BOTTOM OF THE ROADWAY SLAB. J' AT THE BOTTOM OF FOOTINGS. Y AT TOPS OF FOOTINGS AND FACE OF PIER WALLS. AND I %j AT ALL OTHER LOCATIONS. ELEV. 23.0 AT PIER I TO FACE OF ABUTMENT WALL AT PIER 2 IELEV. 22.017 6' FILTER &ANKET CONSTRUCTION GEOTEXTILE FOR SEPARATION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 6' TOPSOIL YIN. ITYP.) Y -O' LIGHT LOOSE RIPRAP HWY NOTE: UMITS OF RIPRAP TO EXTEND ID -O BEYOND BRIDGE DR/PLINE. RIPRAP DETAIL Lo; TOE OF RNER LJ J Us WAVE • RAMS a TANGENT (Dian srAT TON/OFFSET FC PT 0 5.03 6313.3, 3.20" 5,,,, FD 1.36.7 re,srA. 3.66.9 1.19.1 0 SW 1275214 &B• 046 FO.STA. 3r.57.• 136.FRT.T Fr•ST. 31.36.6 1•421 III.0 0 acry 72 7.16. am . 7-SrA F031 0 10.00 T2 EIS. 6468. F0-57s6.668 F°Z..i.Z.Y. I --. S. urn,' to•Avemera RELOCATE FRE < KORAN,. ACCESS-JR T IMMT! SEE UP. • IsEcnoN MA, ANO SOL :1- • ■• •,•• 1 _ .\\•••••_„' •• • •••••• 7 v. I CR TrPE 240 DAN. STA. (NUN (85 ANO STA. MUIR mu. CE 3490 LE 76.50 It $ (AS STORNI SE 2686 It IRA LAS slam LE 25.10 36 Our 6 I P. (SEAR REKSTINAN TRAIL. ENNIGET I 2-r ACN F Mx. To. STORAGE IKE'S • 2 SWALE CROSS—SECTION NTS ENArAW SMUCTUSE Kr Wm. STA. P•65 CE law, If 25-50 NANO Our . 50 8. Sr CiLEp 0.0n7 ;7,7 PUBLIC WORKS DEPARTMENT 1 1 . CONSTRUCT nor SPREATTER AT OUTFALL see arm, AR508 OuFFALL ; 1;1114 - WARR,. OTe m BIOFILTRATION SWALE DETAIL NORTH OF GREEN RIVER ELLTSTM GROLNO ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE NN4 SWALE CROSS—SECTION NTS TBEIREIN FUN CENTER NAT AND GRAD, van MATER En5TTNG TE..24.1 ENTRANCO 11 E. / E Aausr ...ATE &Mot • ens,. LOOP BAST* -\ 1"4,3 ASE3 '" ". =•■ /#• SWALE Sear on Fret -- • 21 607S L,., 4 4 LE3 a STA. 01-53541.1.4. tar (Of • Or FLOW GILLLiiii • CONStluCT • fLiST, a- CONC. PLPE 431 • • Mitf-uNR _ BIOFILTRATION SWALE DETAIL SOUTH OF GREEN RIVER (SCHEDULE Al P , C...I.P.,1600 7 20,.1 ISLLK07174D OP, 3 02* WALLS It AZ CICAVW rtgg."21ff'""E / C FLOW SPREADER DETAIL INTERURBAN AVENUE BRIDGE DRAINAGE DETAILS CONSTRUCT ROOT GIVER DAM &ER 50 (DEAR FEET OF SCALE, 6. 416 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. P ‘C, ( 1 , ' .‘.. • 50'71502 1.17 JO • ePilz•t?- t SWALE cENFRAI CONSTRUCTION ROWS I. PEW VERLFT LOCATOR OF ALL uTTEITTES PROR TO ELCATATAGN. Z. MOROSEED EASTURREO AREA WI*. WALE *ON LOOS*41£ SEED Nu UPON !ANAL CONFIEIVN DY GRADoLatrIMOVED ALL LONER 051U000 AAEAS WITH CPOWN CON SEED Nu. CO•Smorr PRECAST CENCI, CDACPET( BLAMER CAPS NSLOT 5(450400 Pau. P-t. SET TOP OF CINNI tax (0-AL TO 4E Or KET PLPE.ser CURS LEVEL 50 AS TO (05,1W LaILFORN1100 OSIREV1AX .3 3•= 6 156 \ERA.11 84(0(0, Fop PK BEGOW .6 RIM. 50 40 30 20 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE Isoorei odd »941.1 7.j dr Nua 0*5 Ear NA 5,99 5/99 00 ENTRANCO NOR2. 7 - 7P Y£07. 7 -5' GENERAL NOTES 20 4 0 70 Int n.y Ki.Y 0 ....1 4 1 [ Mi P P* AsqamIS lab ASIA 10 1 Ce•Palw IMAM • foe 0001.1 . artalt Mt von . • 1.04+6 ..1 Au Yn..o i+ wn INTERURBAN AVENUE BRIDGE PLAN AND PROFILE IU -STA. 124.50 TO 1U- STA.128.50 der R7ER0RBAN 84 6 FORT CENT NAT. n 0.)08 *TER09030 NAT t rMr 0(07 NAY. NE aloe CURB RETURN ELEVATIONS 1CLEVA74N5 AR TOP Or 01461 I 1 IC u- S14177.1135 13673 3177 ]SAS 37 36 ]7.70 1 3 7.53 or *(514 177.5..46 166.70. LT.? CURB RETURN ELEVATIONS Ifl(RAr0N5 ARE l0$ OF OA091 PC 4.51417807.6 190011.1 n ( Pf u- STA.166.5763 ra1717.1 31dp 32.21 ]1.7.60- 33.03 .1141 0.5000 7.49 9r 1 -76.47 • PAWN; Ewer I- J Q CONSTRUCTION NOTES 4 (957RIC1 CE0E*T CONCRETE BARR(R 0.108 340 0177ER PER car. SID. RAN 45.7. 7. 00570.07 (E0ENT CCNC1 TRANSITION RAMP. 3. 4-STA. 127.52.8 165% (Ti. *A O (16700 3000464 CURB • air TER, 4. R0RNE APPROIINOTELT 60 Far EASTRC CORE. 5. CONSTRICT (E *(N7 CON 008 RA*. PER /5007 516 Pl4N F -J. 6. PLANE /8TOIM1Aad PAVE*EN7 IT 0 /8171 nor TO P AS 51444 ON T. PL4L RC ACNE E1670C 0140 AND RITTER. 8. NOE USED 9. CONSTRICT craw* COKAE7E 510(NALN PER Cal. STD. PLAN 0540. a 0(76400- (F61RC SARIAR7 SEER RNO 410 COVER PER 4501 STD. 714 8-25. ADASr MN ELEVII.SR 70 COAX. II. SAKVT70C PA7(NEN7 7OFF Or FACE OF OAT TERM AT F01AVE. SEE PLAN 17. 5(0 1,Z N 40AONAr SECTORS. 5n(E7 0 700 FILL MPTn PAvENENr IJ. 444.127.75.04.10STALL AIOW/6ENT CASE 40 COVER PER COI. 570. PLAN 5105.7. 14 PEWVE CASTING 510(WAV 1NCIU0.0 OARS RuM 40 7RAN57OR RNAP. IS. POr7OLE LOCAral. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O WATER NOTES 1. .4(5/4171.93 165' 614 041146E AND LOCALE E167114 R 1E£. a1NSTR01 IT *11NJ WIE VALVE 40 LIE W 09.7106 70 tnE [51. 0005IR.CT IT W0FL WIE VALVE. 4'A7 FOAl 0(REA5(R AND 17 22 !77008018E00 TO EAST OF TTY( (0157176 TEE 4-574 I711.14.0 52 (LCTLE T RPE 'TATER NAN. -OAR. t 46 V a15S 2. 4- 50-4126.66 1505'RL.4 /OT10E 40 LOCALE (06IRC 17 TEE. (485 78.01 17 *11/116AlE VALVE 340 140 R 00101.6. 1 1041ST (167/6 HATER VALVE CASE AND COVER TO CAA(. .. 0J5TA 176.15.4 1648 C3051R.R /777 1174,001 KENO Nan laPu.T BLOCK AN0 57 V ClA5S 57 0494E *404 PIPE FOR WATER RNA 7 040. 5. RELOCATE E167104 FIRE ARM41 10 Saar OC WENN. Ra1OR: OR347 (17(4504. NG TO FIT. 6. NERILAL .OAISTNENT AT THE 57000 MAN CI455NC 0 STORM DRAINAGE NOTES 1-1 SEE PAYN( ON 0-145 SIKET FM CATO/ BASK AND SM. MAN PIPE VMS 8. MNN(CI El6TRC STORY MAN TO N(N 031(0 9. RENOVE (LISTING CATCH BAS *. b 7LC AND 18.0004 (FISTING 17 01NCeKIE FIE. I. (Ala, BASR 5IAI•30 AND OFFSET crams *EA9810 To FACE OF 0.68. SEE 0(74 SHEET C3. 7. CONSTRICT CA101 845/0 TYPE 1Ian STANDARD !RARE AND MATE PER OTT OF Dort. 57140.40 PLANS OS-2S 440 05-3. ]. runnA5 W 400 70rt. 05.77. - PER 0.r. M 4. SCE CNAn(uZArCY. 500/10 AND Cu NATION PLANS FOR 50700 AM LUNRARE RE•MN ANOIDt RELOCAT9N. 5. 4007E (115104 10(E5 A40134 5/1418 017,0 0(.m0 7015. 6. 40441 E16TrAC 51RIE5 *1114 POWER L.75. 6 ..w I ..r71ov . v 1. ,02 0.7 0 / 'IU -Sr. .31.70 10 lr.l. • ENO N2RWTE0,PESTRAREO _our CLASS:s7 OAP. h In t ASFRALT OVEREAT A FmR %Ow ND T a ALCNMENT . 129.00 TOTAL CURVE DATA: P.6 5tAT09 I DELTA • I TANGENT APSrA..39.. 6.0. 5F47 SI4dr CURVE DATA DELTA 1 RADUS I LENGTH J/7.1 954.92 1 673.71 SPIRAL DATA Er. I 2-122 I MT I_• - r' -- _ -- ' _ --- - I - - 1 -- 01- 9.1 r4J.rLr.A ` M N 1.99AA7C0 RESMANCO I I 0� EFISTM IONCCE. ARr' C1,ASS s7 DEP / AT a'AuRNERf, 1 1 Z A _5LHAIfO R757HArCOA.r Q 5201P._ 130.00 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE ■NTRAN CO 9R/n/1 LU In P w.mwMw.N.o0 7.I9.LUlrsSa000PPSPN ( ,,. .,. Ts..00HWI „ r m17 CM 0 WATER NOTES E 111- srA.17867.5 (AJ.r L r1 CONSTRICT LT 22/ 01,0) 8£61 P ON :HMV SILK ARC 769 LF CLASS 57 CARL[ NON PC FOR WATER MAN IT DAR. 7. LORSrR.CT DEAD MA. ASSC0Sr PER aTAS 09 91EEr Cl. 3. Ir -Sr.. 19.35 1J7 L.L CONSTR.CI 7 EMMY F ASSE0S7 PER Car. sra PLAN N5 -r. I. CONSfa cr LFPAMSoN ART AT J FEET SENNO AO1rotor PALE. S LOKfrLCT 02AAT£13 RESTRAINED .0W CLASS 57 DICT[L NON PIPE FOR MATER Mans? I0. CA ?. RCTREE,* CTPAHSON FITTMGS Q SEE 0- SHEETS FOR HANDER 5UPEO115. Q STORM DRAINAGE NOTES INTERURBAN AVENUE BRIDGE PLAN AND PROFILE IU —STA. 128.50 TO IU- 5TA.132.00 1 -7 SCC STORM PLAN MOF4[ ON TNS SHEET FOR CATCH RASA 400 STOMA War PVC MOTES GENERAL NOTES C CAIOI BARN STATOR AN0 OFFSET CAILORS PEASUP[D TO FACE 07 CWOSCC DETAIL OR 91C[r J. 7. CON9RCT CARN RASH TYPE TRIM STA00AII0 FRANC Y0 GRATE PER OTT OF DONNA STAN0ARO PLANS 05 -75 ANO 05 -3. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O CONSTRUCTION NOTES CONSTR.CT CEMERT CONCRETE BAR RER CLN8 6 GUTTER PER COT. STD PLAN 85.11. 7 CONSTALC7 CEOERI CONCRETE SMCNALR PER COT. STO PLAN 55 -0. 3. PE RE OTUAmWS PATE ✓ERR IT O DIRK OR ann. 70 P O a'WIr. I. REMOTE EPISTMC OAS 6 SNLRALA 01CLUONG ORS TRAP. S 5CE TIPCAL KARAT SECTORS SHEETS OF09 PAVEOEMT OOERAT. 6. REMOVE APPRO,JMATCLT 67 FEET OF EDSTANG CDAPOIAN 6CLUDOG ROOK T. SEE SHEET WIFOR RRCCE N1[NAG DETANS 8. MOr USED 9. PLANE *701(0085 PAVEMENT Cr, PAVEMENT SEAT TOP O 7000/l O ERSIRG METRO SOOT RAMC TO RE REMOVED L. AMR N IF CO OAISREAS TO FACE OF EFISING DROGE NALONAr. 17. SEh rwONA. SECTORS. SHEET CT FOR FUZE DEPTH PAVEMENT 83. A0A/ST E,OTNG CAS VALVE TO GRADE 87 R8 ;T 50400 [NM,. IC A0A15T [NSW rEI[P7ISC ...arc TO GRADE 8F US WEST,. K SA curru E. PAVEMENT TOFF OF FACE OF GUTTER 0R AT ECG CA 3. SEE CHYNEUZATOR. %NAG .u0 MLUMRAION PLANS FOR 50010G AND LiNNARE REMOVAL Y0109 RELCCAT.O, A. REMOVE EJISTMC TREES AD/OR SNLRS Nat. CLEAVING ONIS. 5. REMOVE CFISTNG STARE mina P1a1ECT DADS. IKA Mow N .ANY .0300.1 1.0 STOUCTOLNO Our.. N.A.O. 83 0.6.67.0. 29 (Op 114.0 .TT 1.1. TO 00 Of •(.. St F Of FEET MT CUTTOOT1. 70 0 IO 8100/7.8.70' a q 20 a 0 70 q CERT. r -5T LQ3 Ot1 C6 1# PROPOSED SANITARY LINE CONSERVED BY OTHERS INTERNDAN NAY I FLIN CENTER NAT. NE CUM CURB RETURN ELEVATIONS (EIISATONS ARE MP OF CLOBW RC N614 IJ.-ZSa9 ler Er., Pr NI- ST4,JA- 54d1u9.rlr., JUN 3457 5.75 Z95 Jan A-0 R•35.00 1 -SAP L L 6NJT ° 137 .NCMmcrHNw.+H m•s.N[ LSr 1.7..02 P. _I, FC -5!4 70.00.00 40 30 20 10 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE *INN izied 595 N9 a9L dr Feld aH OAS VY NN 5,99 5 l/00 E N T R A N C O ...+r 9n1/0 20 M97. 1.h0 0 vERI r•5' INTERURBAN AVENUE BRIDGE PLAN AND PROFILE IU -STA. 132.00 TO IU- STA.136.00 Pt OW. Purl APC 0410 Or • 4srlf. 444 440 N.A.D. 83 N.G.V.D. a dN< NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O CONSTRUCTION NOTES I. FLUE 9TUMINMS PAVEMENT Sr. are M MITER TO O O O art 2. PLANE 9rINmNMS PAvEMENr IT • 9117 -Our TOP SRO. SRO ON PLANS, CONSTRLCE CEMENT CONCRETE BURN EO ER NS no CUTTER PER E STEL PLAN RS-IL .. CONSTR.O CONONCT£ GINS RAP PEA NSCOT SIa PLAN 2-.1. 5. A-STA 134 •69JIJACLr., NATO, EMOTING CURB, MITER ANC =EYNON 6. CONSTRICT CEMENT CONCRETE TRANSITCN RAMP II2I NAY. SLOPES, MATCH (RSITING PAVEMENT. E. CONSTRUCT C£NtNr CONCRETE ANA YLN PER car. STa PLAN II RS -. B. REMOVE APPTOmATELP 196 Pttr or ETSTNN.'C CURD 9. CONSTANCE 200 FEET TYPE T PRECAST TRAFTC CURB PER NW ST D SI PLAN ( -7. ID. SANCUTTNG PAVEMENT AT ECG LINE. a NHST413J.505 fwd LT.1 MAMA COSTING CURB CUTTER no SCE.... 12. POTHOLE LOCHTON. IS. SEE MCA) RIAMIT SECTIONS. SHEET 0 (09 PAVEMENT OVERLAP, R IN. SEE TYPCAL ADANE SECTORS, SHEET 0 FOR FINS DEPTH PAVEMENT SECTION. O STORM DRAIN NOTES A-3 SEE STORM MAN PROFILE ON TINS SHEET FOR CATCH BASIN AND STORM MA9 PPE NOTES • SCE SHEET C7. GENERA! NOTES I. CATCH BASIN STATION AND 0.5CE CAUDUIS MEASINED TO FACE CS' CURB 7. CONSTRICT ENTO, BAS. EWE in. STANDARD FRAME 1.0 GRATE PER OA num. OTr num. STANOARD PLANS OS-25 AND OS-3. 3 . SEE CHANMEUZATOA. SIONNG ANO RWINNAION PLANS FOR SONINC AND (UNINARE RENO., AND/OR PELCGTON. •- REWVE EXOTIC TREES AND/GA stoves P MHIN DEARAG UnTS. 5. R[WVE LOSIMG SfRPES nfINN PW LINES rvmwK r s r(.9.89. 9.999 nrx • OOVVI MOMS FA% 4410.414a ny L•N Cr Ewa /41.44.004. = Ael,PaSar OLP Aar AV 4t1 0444GLS 0.4 29 Me., i.T. I I /S uMn i ((i 1 uS .N Ws. A. ( C.0.K,H. an, JA. q 0 1.5 0 20 Lu3Ufl •IN TIP. )7N K6. BOTTOM OF TOOTING (TYP.1 •IO WITH STD. HOOKS. AASHTO 1131. GRADE 60. TURN HOOKS AS REWIRED TO CLEAR EDGE OF FTG. AND OTHER REINF. PLACE MOORS AFTER BOTTOM MAT OF REINF. NOTE I. ALL PILES SHALL BE DRIVEN PLUMB WITH WEBS PARALLEL TO C OF BRIDGE. TYPICAL PILE DETAILS 7rP.0 PILE SPLICE 45- OR EXTENSION HP 14 r89 PILE (TYP.1 ,—PILE TIP ELEV. H � SO 7 H H 4. -3' PUBLIC WORKS DEPARTMENT t PIER I T -STA. 49.99.94 8' 6' 4 -3' S 5,-24.59' E T -LINE ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE 51 FOUNDATION PLAN BEARING OF C OF ALL PIERS N 38'35'OI E DIMENSIONS SHOWN ARE TYPICAL AT PIERS 1 AND 2 RIPRAP DETAIL ELEV. 23.0 AT PIER I TO FACE OF ABUTMENT WALL AT PIER 2 (ELEV. 22.OAI HEAVY LOOSE RIPRAP BACKFILL or; EACH HABITAT LOG PLACE ON TOP OF LOGS ANO PLACE ay GOTH SIDES OF LOti AT STREAM ELOE. USE arum SPACES TO FILL VOIDS BETWEEN TOE ma' a HABITAT LOGS BEFORE BACAIILL/AG. — ACT TO 3.0' DIA. TOE ROCK PLACED BETWEEN ALL LOGS WITH / ROOT WADS AND CINDER BANK LUG. KEY TOE ROCK INTO CREEK BED AND BASE OF BANK AT LEAST T.0 DEEP. 6.5' (MINI LS AN m: r -9" 6' TOPSOIL 11 = s ° - : . � o oD o0 m'O moo O O RNTRANCO C PIER H /— 7 -O' MAX. (TYP.) ,/ ( / y 7-O' LIGHT LOOSE RIPRAP T -STA. 51.64.90 1 7 - 6' OHWY EL. 7.2 AVG SUMUFR L%! ..O 01.00..•00•.20•WL25.5 f.u01.18021W.41 LIMITS OF HABITAT ENHANCEMENT HTOROSE£D OVER BARE SOILS (TIP.( HEAVY LOOSE RIPRAP ROCK BACKFILL (TIP.) "LONG HABITAT LOGS LO' TO G5' DIA. LOGS W/ ROOT WADS. 1.3.0' TO 20.0' LENGTHS AT APPROX. 13.0' O.C. MEASURED AT BACK LINE (TrP.1 'SHORT' HABITAT LOGS. 1.0' DIA. LOGS WI ROOT WADS 13.0' LENGTHS. PLACE I TO 3 (AVG. OF 2 (BETWEEN EACH LOGS tryp., IR H PA OF 'LONG' HABITAT HP 14 r89 PILES (TIP.) LIVE CUTTINGS (TIP.) AT 7-0' MAX SPACING 15' TO 6.5'L£NGTH PROTECTION OF HABITAT LOG INTO CREEK (TTP.R AS APPROVED BY ENGINEER R'OT WAD ENDS OF HABITAT LOGS FONT TO CREEK. /2.0' LVA. BANK LOT EACH BANK LOG CONNECTED AT EACH END. AND ALL INTERMEDIATE CROSSINGS TO HABITAT LOGS. PIN WITH 0.15' DA. r 5.0'RIBBED RERAN THROUGH 0.15' PREDRKIED HOLES FULL DEPTH TIRO GH LOGS BEND TOPS OVER FLUSH WITH LOGS 40' TO BG BEND LENGTH. / INTERURBAN TRAIL BRIDGE FOUNDATION PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. HABITAT LOG DETAIL TYPICAL AT THE FRONT OF BOTH TRAIL BRIDGE ABUTMENTS f+.C.{O.P'H.9a{ts y.W[24.5*Frf..wpvM pv 12I21$02 n2.'12 1 £11 REBAR (TIP.) ROOT WAD POSITION TO BE APPROVED BY ENGINEER (TIP.) __A TOE ROCK (TIP.) BANK LOG (TYP.) LIMITS OF HABITAT ENHANCEMENT NOTE I. HABITAT LOG SHALL BE DOUGLAS FIR OR WESTERN RED CEDAR. 2. USE MIX OF RED TwiG DOGWOOD (CORN'S SERICEAI SITKA WILLOW (SAW SITCHENSISI b 76 SCOULER S WILLPW (SALTY SCGOLERIANA) IN A 3,3a RATIO. J. USE MINIMUM 0.25" TO 0.75' BIA. r 5.0' WE CUTTINGS SPACED AT 2.0' O.C. CONTINLGUS ALONG UFT. WITH 8.0 TO LO' OF CUTTING LENGTH (OR A MIN. OF 2 BU05) EXSPOSED OUTSIDE OF LIFT. PLACE AND LIGHTLY TAMP. TO REMOVE ALL VOIDS. APPROVED NATIVE SOIL 2.0" DEEP ON CUTTING BEFORE APPLYING NEXTCOIR UFT. 4. CUT BANK BACK TO APPROXIMATE SLOPE OF 2.1. BEND TO NATURAL SLOPE AT UP /COWNSTREAW ENDS Loa - 001 B2' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lo3-- 00-1 P , i , 1,7 , •., - , I v ■S , S1, -, • PP.4.■ p Am Anert•,,{ 1131 K Pa V I •/ OP '7 ,Il L 40 LW, DACE CRAM At OF POLL . . ow 1714 WO PALL KICNT 570.PLIA TrIE 6 wn..71 DUE •PL 75 3 7 wAli.: U. 411. 1A STA.O. .... _ Cur PALL • VA. 47•48.8 ■LL A STA.0•03 Er.2....15 .:. •:•i;i::::::x;;.:.::::::.:.:.::.:: •••••••••• p....v.v.• •••••• ..— 1 •—• 111 M w mw r • - a; -.- mmai ■■•■ --- _ --- • . IS --- IIIMOilia- - 1•1 ..1---- MI Ili ... 911111111N1916 Ea rl .4e NE MN MINN Fsidn VULDC AT _ m • 20 UR 22.0l 0 00 C 10 0 20 0' 30 0 WA_L 40 A FRONT 0 ELEVATION 0 60 0 70 0 80 0 90 I 00 40 Sig wALL a 45 9 57,0.00 .31.48 40 CRAM AT IF IFAUf / XVIZront / Al POLIO A .9-97.66 sr..0.54.0* ..33./5 WALL C 'A. •9•97. ' - 80(1 Of POOL Pain areal RoWii0124 CC OCTAR. a4 30 30 CAM. POOL Ci.;.S.Ek Al 111111111 aCCw wALL C 49•79.9, 57...c.:5. PAO - mr - i • i=-- -,..... __ . . . ms 7 _ — mar....mo.......__-... N. P 1-51 w... - CLEW. ...._ ........—■—■■■■■■■■Thri.... [UP RA VW • MI • CAPLAN .41 (Par. MAT "MAD Or -- ENV Creoll0 Al mm • EN I= • OWN. 20 (LEO.? MII• J5 ...- 70 (LEO 25.40 . - ripe, !POW GRACE Al' or ...Li — 10 Pt C CAP 10 Par CAP 0 00 . C.10 4 0 20 ALL B FRONT 0 ELEVATION 0 40 0 50 060 0'O0 ' l0 WA!! 0[20 0 C FRONT EL 30 • Me ENTRANCO •• • " o N. • ••,, • , INTERURBAN TRAIL BRIDGE - B11, , PUBLIC WORKS DEPARTMENT =1 „5 . 1= . , . ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE DIT91.ss =11 WALLS A, B AND C ELEVATIONS • •' Mil 13 a bi • ro Orle IMMAS Iro-r 9/r7,01 ••••■•• NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lo3-- 00-1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. X 03 - 001 ,,,. .M•.aMV.•7n.w 1 5.• MKT • Plt.1 vK P CAM..fKr.AL7 1n.•.AI<•<Imt1••n,'.K MA 1• •.e7 n1. C e 40 • !ACA OAC F AT orAL a WALL G ►011 0 VA. 5011.7 O STA. • PLOESIM'4lOCTCIL ITIPJIX: cam. SA. BSI ' .1 � CVIPA■ WAIL - -___ -__ __ .n rkr o r EW r�5 0.02.0 •• �t••••••t�t• • ••t� _ _ ` _ _ a� ∎mom - �' - - _ ii ii�� i ■■ If 3 1._ INIVIMMIli O • ■ PIE CAP- • .. • r - - ••t•t•t•Mt••t El9T.TX000 lgNl O! AT rA11 • ItEV. 9J 5 10 01I r10. 020 030 WALI 0 40 0 AFAR 050 Fl FVAT ION • 060 070 080 090 AAOE AI ALL Y WALL —. /� PE AC 5TT r 11 7. / ?I'. IISLL 077-7 00 MG 507. O91 J0 _ -- _ 111iii� (00 0011 7 7.57a 57. Ear 29J5 5.50 04515 5 __ _ 1 �IIIIIII r = NO tt•- t•••••••• •t � t•t• •_••-- � -••-••••t••••• k II -- C __C________� - • lu50 GA FRONT of . AI rA11� • MI • ■ ■ . 9.15 w IMO REV.Ix15 IC J� '7;501'127 r CAP r 01r 0 10 020 030 040 NALL E FRONT 050. ELEVATION 060 070 080 090 • ' btA � a •. ..r B ,�ty �� A PUBLIC WORKS DEPARTMENT � ® `� , ( , • INTERURBAN TRAIL BRIDGE ENGINEERING STREETS WATER SEWER SURFACE WATER BUILDING MAINTENANCE !A' ns l�j . Tim • � : j0 MI • ENTRANCO �b� WALLS D AND E au, . ELEVATIO ,r b te r„7.03 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. X 03 - 001 • Hough Back &Baird Inc. • LANDSCAPE ARCHITECTURE PLANNING, URBAN DESIGN . DECIDUOUS TREE . PLANTING DETAIL • SHRUB & VINE 2'. 0* Ni C) ;0 PLANTIN .. AT RETAINING WALL DETAIL DECIDUOUS TREE ON A SLOPE PLANTING DETAIL CONIFER TREE PLANTING DETAIL • CONIFER TREE ON .N A''•• SLOPE PLANTING 0 • ; DRAINAGE SWALE • SEE CIVIL DRWGS FLOW SPREADER SEE CIVIL DRWGS PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING EXISTING FENCE TO REMAIN ENTRANCO wmcm Alma mm mmmm MGM Nom BE . ki -. SEE 'SPEC'S SEE SHEET EET L-6 FOR OVERLOOK , - .. . LAYOL4T PLAN - -. , // ..,' TO ' -/ ' / / . . TRAIL Tv ./ . REMAIN ,./ /' - / .. , TRASH ,/ RECEPTACLE-:- / SEE SPEC'S / / , TRAIL-SEE CIVIL DRAWINGS ,.SHRUB PLANTING ON A SLOPE DETAIL - BRIDGE-SEE CIVIL DRAWINGS TYP. RETAININ WALL-SEE CIVIL DRAWINGS LIMITS OF PLANTING EQ TEMPORARY SILT FENCE LI SEE CIVIL DRWGS. EXISTING VEGETATION PLANTING PLAN 0' 15' 30' 60' SCALE ALONG SHORELINE OUTSIDE OF CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED-SEE . CIVIL DRAWINGS. MATCHLINE-SEE SHEET L-2 NORTH R. ÷ i■ NOTE: SEE SHEET L-3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1.03 Col PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING MATCHLINE -SEE SHEET. L -1 LIMIT- OF PLANTING EQUALS FILL LINE. SEE CIVIL DRAWINGS. • iirem i r°7 1 7 . 0' . 16' 80' NORTH E N T R A N C O MAO NMR 41111.11A 0301 SCALE N CERfi1CATC N0. ]IS NOTE: SEE SHEET L -3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS INTERURBAN AVENUE BRIDGE PLANTING PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. mean Lo5oO1 PLANTING SCHEDULE SYM. QTY. 13 5 Q) 37 O 45 56 • 11 TREES Fraxinus americana 'Autumn Purple'/ AUTUMN PURPLE ASH SCIENTIFIC /COMMON NAME Pseudotsuga menziesii/ DOUGLAS FIR SHRUBS & VINES Myrica californica/ CALIFORNIA WAX MYRTLE Rhus glabra/ SMOOTH SUMAC Cistus corbariensis/ WHITE ROCKROSE Mahonia aquifolium 'Compacts'/ COMPACT OREGON GRAPE Parthenocissus tricuspidota 'Green Showers'/ GREEN SHOWERS BOSTON IVY EROSION CONTROL 11692 S.F. SEEDING, FERTILIZING & MULCHING 15 C.Y. THREE (3) INCH DEPTH OF BARK OR WOOD CHIP MULCH PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING SIZE /REMARKS 1 3/4" Cal.; B &B.; Full & well branched w/ straight trunk & central leader. Min. six (6) foot branching height. 6' -7' Ht. /B &B.; Full & Well branched w/ straight trunk & central leader. Not sheared. 24" Ht. B &B Cont.; Full, well branched & well rooted. 5 Gal. /Cont.; Full, well branched & well rooted. 5 Gal. /Cont.; Full, well branched & well rooted. 5 Gol. /Cont.; Full, well branched & well rooted. Plant ® 30" O.C. triangular spacing. 1 Gal. Cont.; Full, well branched & well rooted. Attach to retaining wall per "Best Horticulture Practice" SEE SPEC'S SEE SPEC'S E N T R A N C O maim. ma. MC JI e ABBREVIATIONS AC. B &B BLVD. CAL. C.F. CONC. CONT. C.Y. DIA. DRWGS. EA. GA. MFR LEGEND PERCENT NUMBER AND AT ACRE BALLED AND BURLAPPED BOULEVARD CALIBER CUBIC FOOT CONCRETE CONTAINER CUBIC YARD DIAMETER DRAWINGS EACH GAUGE MANUFACTURER PLANTING NOTES 1. ANY DISCREPANCIES WITH THE DRAWINGS AND /OR SPEC'S AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. AVOID DAMAGE ABOVE & BELOW GROUND TO EXISTING VEGETATION TO REMAIN. SEE CIVIL DRAWINGS. 4. PLANT LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. ON SITE AND VERIFY WITH ENGINEER. PRIOR TO PLANTING. 5. SURFACE SCARIFY ALL NEW SLOPES PRIOR TO SEEDING. 6. PLANTING DRAWING IS BASED UPON BASE DRAWINGS DATED 06/01. DETAIL IDENTIFICATION SHEET IDENTIFICATION INTERURBAN AVENUE BRIDGE PLANTING SCHEDULE, ABBREVIATIONS, LEGEND & PLANTING NOTES GAL. GALV. HT. L.F. MAX. MED. MIN. O.C. QTY. R SCHED SPEC'S S.F. SYM. TYP. W/ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. GALLON GALVANIZED HEIGHT LINEAR FOOT MAXIMUM MEDIUM MINIMUM ON CENTER QUANTITY RADIUS SCHEDULE SPECIFICATIONS SQUARE FOOT SYMBOL TYPICAL WITH CENTER LINE wmSGPE ARcN1W URE PLANNING URBAN DESIGN • re ilth-mis Hough Beck &Baird Inc. Loa -001 ( L - r 3 6 ) • 2" MULCH DEPTH. KEEP MULCH LAYER AWAY FROM FOLIAGE 8 SECTION 2' MULCH DEPTH. KEEP MULCH LAYER AWAY FROM FOLIAGE ri%% %• 7 R I tl !sr GROUNDCOVER & SHRUB O PLANTING DETAIL NOT TO SCALE UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED TO 85% MAX. DENSITY 11111111111111111111111111. I 4111111111111M 111111111111111111111 -FINISH GRADE ii 4:W74/Mr ZIi''-`LO OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP 1 :1 SLOPE ON SIDES OF PLANTING HOLE FERTILIZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL w/ 1/2 COMPOST & 1/2 EXISTING SOIL. THOROUGHLY WATER SETTLE UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED 70 85S MAX. DENSITY Hough Beek &Baird Inc. LANDSCAPE ARCHRECTURE PLANNING URBAN DESIGN X ! PLANTING HOLE TO BE 24" LARGER THAN DIA. OF ROOTBALL FOR SHRUBS & VINES .. II , QMIIIII�ITI '.i 1 "11 LIMIT TILL) eer ��. II g • •1 1 • V 1 �IIii lf'Li(Z PLANTING HOLE TO BE 24" LARGER THAN DIA. OF ROOTBALL FOR SHRUBS & VINES TOP OF ROOT CROWN TO BE 1' HIGHER THAN FINISH GRADE TOP OF ROOT CROWN TO BE 1' HIGHER THAN FINISH GRADE 3" HT. WATER RING FINISH GRADE OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP 1:1 SLOPE ON SIDES OF PLANTING HOLE ERTIUZER At MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ 1/2 COMPOST & T/2 EXISTING SOIL THOROUGHLY WATER SETTLE SECTION GROUNDCOVER & SHRUB O PLANTING ON A SLOPE DETAIL NOT TO SCALE PUBLIC WORKS DEPARTMENT MULCH TREE RING SHALL BE 2" OUTSIDE OF TREE STAKES ROOTBALL TREE TRUNK M UNDISTURBED EXISTING SOIL . GREATER OR EXISTING SOIL COMPACTED THAN DM. OF TO BSS MAX. DENSITY ROOTBALL O CONIFER TREE PLANTING DETAIL NOT TO SCALE MULCH TREE RING SHALL BE 2' OUTSIDE OF-I TREE STAKES ROOTBALL ENGINEERING STREETS WATER SEWER PARKS BUILDING TREE TRUNK 1 LOCK BY USTER 02 TREE TIE. INSTALL PER MFR'S INSTRUCTIONS. SECURE TO WOOD STAKE WITH 12 PENNY COMMON NAIL (ONE PER STAKE). A AlWi4 O MAINTAIN t" CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK LLODGEPOLL PINE TREE STAKES. PLAN 2" DIA. DOWELED STAKE W/ CHAMFERED TOP. 6" CONICAL POINT & PRESSURE t , TREATED CHAIN LOCK TREE TIE. SECURE 10 2' DIA. WOOD STAKES MULCH I I �A. ••• �� ••• OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP . �:� = 1/3 OF BURLAP ,- I_ aj '�•��I{' 1:1 SLOPE ON SIDES OF PLANTING HOLE I �l ;S �- , FERTUZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ 1/2 COMPOST IN 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE NOT TO SCALE 2" DIN. WOOD STAKES KEPT CLEAR OF ROOTBALL TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE. SLOPE TO DRAIN 3' HT. WATER RING FINISH GRADE SECTION TREE TRUNK r LOCK BY LISTER 12 TREE TIE. INSTALL PER MFR'S INSTRUCTIONS. SECURE TO WOOD STARE WITH /2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1" CLEARANCE BETWEEN THE TREE TRUNK IN CHAIN LOCK LODGEPOLE PINE TREE STAKES. 2' DIA. DOWELED STAKE W/ 11/1"4-1-' CHAMFERED TOP, 6' CONICAL POINT & PRESSURE TREATED CHAIN LOCK TREE TIE. SECURE TO 2' DIA. WOOD STAKES 2' DIA WOOD STAKES KEEP CLEAR OF ROOTBALL OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE FINISH GRADE 3 HT. WATER RING +.\ 3: MAX. SLOPE .•.�.�.�.� BACKFILL 1H COMPOST EXEXISTING .....' SOIL. THOROUGHLY WATER SETTLE ♦1•t! 1.1 SLOPE ON SIDES OF PLANTING HOLE FERTIUZER & MOISTURE POLYMERS TIP. THOROUGHLY MIX INTO BACKFILL 14' GREATER OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP THAN DIA. OF \\-1 /3 OF BURLAP ROOTBALL UNDISTURBED EXISTING SOIL OR EXISTING SOIL SECTION COMPACTED TO an MAX. DENSITY CONIFER TREE PLANTING O ON A SLOPE DETAIL E N T R A N C O MIMS IMO COAXER N. DOUGH MULCH TREE RING SHALL BE 2" OUTSIDE OF TREE STAKES TREE TRUNK TREE TRUNK 2' MULCH UNDISTURBED EXISTING 4' R T R SOIL OR EXISTING SOIL THAN DIA. OF COMPACTED TO 85% ROOTBALL MAX. DENSITY ROOTBALL HAIN LOCK TREE TIE. SECURE TO 2' DIA. WOOD STAKES TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE. SLOPE TO DRAIN 2" DIA. WOOD STAKES KEEP CLEAR OF ROOTBALL }' HT. WATER RING FINISH GRADE (i`r•.t p.. I, RL UP P b (....� ..♦ PEN O BURLAP AROUND TRUNK. CUT &REMOVE TOP • �. 1/3 OF BURLAP ��•��•••�a'I' I :I SLOPE ON SIDES OF PLANTING HOLE FERTIUZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL BACKFILL w/ 1/2 COMPOST IN 1/2 EXISTING SOIL THOROUGHLY WATER SETTLE PLAN SECTION O DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE MULCH TREE RING SHALL BE 2" OUTSIDE OF TREE STAKES ROOTBALL 2 " GREATER TREE TRUNK 2" MULCH '•' a FINISH z o GRADE L IT SECTION CHAIN LOCK BY LISTER /2 TREE TIE. INSTALL PER MFR'S INSTRUCTIONS. SECURE TO WOOD STAKE WITH 12 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1' CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK. LLODGEPOLE PINE TREE STARES. 2" DI. DOWELED STAKE w/ CHAMFERED TOP. 6" CONICAL POINT & PRESSURE TREATED rTREE TRUNK n r - CHAIN LOCK BY LISTER 12 TREE TIE. I\ ,� %j' N I ST INSTALL PER RE STAKE). SECURE rr ' / TO WOOD STAKE WITH /2 PENNY COMMON am NAIL (ONE PER STANET . MAINTAIN TR Miff* CLEARANCE BETWEEN THE TREE TRUU NK & \ / ' l /� CHAIN LOCK ' O E PINE TREE STAKES. 2" DN. DOWELED STAKE w/ CHAMFERED TOP. 6' PLAN CONICAL POINT & PRESSURE TREATED CHAIN LOCK TREE TIE. SECURE TO 2 DN. WOOD STAKES Itio! 2' DIA. WOOD STAKES KEEP CLEAR OF ROOTBALL TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE. 3' HT. WATER RING NOT TO SCALE THAN DV. OF ROOTBALL DECIDUOUS TREE PLANTING O ON A SLOPE DETAIL PLANTING DETAILS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3.1 MAX. SLOPE BACKFILL W/ 1/2 COMPOST & 1/2 EXISTING SOIL. THOROUGHLY WATER SETTLE 1.1 SLOPE ON SIDES OF PLANTING HOLE FERTILIZER & MOISTURE POLYMERS TYP. THOROUGHLY MIX INTO BACKFILL OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED TO 65S MAX. DENSITY ete rneD6 r L -4' 40?6 PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING FINISH GRADE iT I CHAINUNK FENCE. i I SEE CML DRAGS. I.IIT 4 G'AUNDC & SHRU IW PLANTING ON A SLOPE DETAIL SECTION 1/2 EXISTING SOIL & 1/2 COMPOST — THOROUGHLY MIXED. MA. SIX (6) INCH DEPTH 2 DEPTH BARK OR WOOD CHIP MULCH — TOP OF MULCH SHALL BE INSTALLED FLUSH TO TOP OF WALL RETAINING WALL. � — SEE CML DRAGS. VINE SHALL ABUT BACK OF RETAINING WALL 4/ CRUSHED ROCK SHOULDER —SEE CmL DRAGS. ASPHALT TRAIL —SEE CML DRAGS. SHRUB & VINE PLANTING AT RETAINING WALL DETAIL NOT TO SCALE SMOOTH TROWEL FINISH (TYP.) -\ ASPHALT TRAIL — SEE CML DRAGS - - IF_l��-l�El ' -1 i 1=1 1I' SECTION 6" CORRUGATED POLYETHYLENE PIPE W/ POLYETHYLENE CAP 6' POLYETHYLENE TEE POLYETHYLENE END CAP Y SEED AREAS 1/2" GROUNDCOVE SHRUB AREAS 6" CORRUGATED AIL POLYETHYLENE PIPE 6' POLYETHYLENE TEE E N T R A N C O n9 Op1 MUM " ATA WM 4' II II = L III I I I 1Ellr SECTION O TREE CANTEEN DETAIL NOT TO SCALE Y CONTROL JOINT — SEE DRAGS. FOR LOCATION CONC. PAVING W MEDIUM BROOM FINISH TYP. CONCRETE PAVING DETAIL NOT TO SCALE 6' DEPTH CEMENT CONCRETE PAVEMENT 2' DEPTH CRUSHED SURFACING TOP COURSE COMPACT SUBGRADE 6' DIN. PERFORATED CORRUGATED POLYETHYLENE PIPE. WRAP WITH APPROVED FILTER FABRIC — MEV — MOM , . COCOO MOR a � MOM FINISH GRADE 6" CONIFER TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL 6' CORRUGATED POLYETHYLENE PIPE. WRAP WITH APPROVED FILTER FABRIC (PLACE DRAIN HOLES TO SIDE & INSTALL LEVEL) ROOT BALL NOTES. 1. PROVIDE IN INSTALL CONCRETE PAVING PRIOR TO ASPHALT PAVING. 2. AVOID SPILLAGE OF ASPHALT EMULSION ONTO SURFACE OF CONCRETE. 3. INSTALL CONCRETE PAVING FLUSH TO TOP OF ASPHALT 4. SLOPE CONCRETE PAVEMENT TO PROVIDE POSITIVE DRAINAGE. VERIFY FINISH GRADES W/ ENGINEER PRIOR TO BEGINNING CONSTRUCTION. CONIFER TREE PLANTING ON A SLOPE DETAIL DECIDUOUS TREE PLANTING ON A SLOPE DETAIL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Hough B.cl & Baird Inc. LANDSCAPE ARCHITECTURE PURRING URBAN DESIGN Trir LO - 00 NOTES: 1. CONTRACTOR SHALL FIELD STAKE LAYOUT FOR ENGINEER REVIEW & APPROVAL PRIOR TO PROCEEDING W/ CONSTRUCTION. 2. ALL DIMENSIONS ARE TAKEN 90 DEGREES UNLESS OTHERWISE NOTED. 3. SEE SHEET L -3 FOR PLANT SCHEDULE, PLANT NOTES, LEGEND & ABBREVIATIONS. IANDSCaPE ARCHITECTURE PLANNING • URBAN DESIGN BEGIN LAYOUT-- @ END OF RETAINING WALL 2' R 12" BENCH— SEE SPEC'S— INSTALL, PLUMB & LEVEL PER MFR'S WRITTEN INSTRUCTIONS. FIELD VERIFY LOCATION W/ ENGINEER PRIOR TO INSTALLATION. TYP. CONCRETE PAVING DETAIL TYP. RETAINING WALL SEE CIVIL DRWGS. PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING E N T R A N C O wpm. Amm ft. EXPANSION JOINT BETWEEN CONC: PAVING & RETAINING WALL— SEE SPEC'S 8" TYP. SMOOTH TROWEL FINISH BAND' -AT OUTSIDE EDGE OF CONC. PAVING TYP. CONTROL JOINT CONC. PAVING, MED. BROOM FINISH — BASKET WEAVE PATTERN AS SHOWN. (PAID AS CEMENT - CONCRETE SIDEWALK) NORTH BEGIN LAYOUT @ END OF RETAINING WALL TRASH RECEPTACLE— SPEC'S — INSTALL, PLUMB & LEVEL PER MFR'S WRITTEN INSTRUCTIONS. FIELD VERIFY LOCATION W/ ENGINEER PRIOR TO INSTALLATION. INTERURBAN AVENUE BRIDGE OVERLOOK LAYOUT PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ASPHALT TRAIL —SEE CIVIL DRWGS. 0' 5' 10' 20' SCALE ro 64 moan "(AM" ""K" Lts°5--col L —a 6of J 2:! MAX. SLOPE B 9' -Ir MIN. VERT. CLR. 40' gi WI e BRIDGE • RARING I T YPE BP Os was EXIST. TRAIL PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING 40' EL. 7.8 V O.H.W. EL. 7.8 /—CONCRETE PEDESTRIAN BARRIER 100 YR. Y.R.I. fl7J 0- 12.100 CFS W.S. EL. 22.J ELEVATION PEDESTRIAN TRAIL BRIDGE GRADE ELEVATIONS SHOWN AT RIGHT EDGE OF DECK FOR EMBANKMENT DETAILS AT BRIDGE ENDS SEE STD. PLAN H-9 SCALE: r 30' 100 TR. M.R.I. 11 %J 0- 12.100 CFS W.S. EL. 22.3 ELEVATION EXIST. BRIDGE WIDENING GRADE ELEVATIONS SHOWN AT LEFT ELGE OF ROADWAY DECK ELEVATION SHOWN IS REFLECTED FOR EMBANKMENT DETAILS AT BRIDGE ENDS SEE STD. PLAN H -9 SCALE. r - 30' } •1 • el APPROX. FINISH GRADE FOR FAUST FUN CENTER GRADING E 0 ti EXISTING GROJNDUNE 12' RIGHT OF TRAIL ALIGNMENT +0' N C O f U C ma ` 2:1 MAX. SLOPE — - EXISTING GROUNDUNE 47' LEFT OF INTERURBAN AVE. INTERURBAN AVENUE BRIDGE CROSS SECTIONS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. REFERENCE UNE ELEVATION 0.0 REFERENCE LINE � ELEVATION 0.0 L03'Wl 0 30 20 2' FREEBOARD =24.0 ". • • ''' - ' : : : DC. T.OP • • • - OF - BANK • 10- • / . . 1 .. . / RIVERBANK MAINTENANCE AN 1 I ACCESS EASEMENT 40' HIGH IMPACT ENVIRONMENT I : 11.• . PROPOSED .. . - GRADE MAINTENANCE AND ACCESS EASEMENT 15' I PATH 1 ORDINARY HIGH WATER WRK=7.8 " Mr . ........ 500 YR.• FLOOD • • • • EL=22.0 • • . : ... ; 100 ....... :FLOOD. EL 217 MEAN HIGH - WATER MARK EL • . • ..... 60' LOW IMPACT ENVIRONMENT NEW ASPHALT - - - - PAVING 1"=20' HORZ . 1 "= 10' VERT 200' SHORELINE ZONE SECTION A EXISTING GRADE • • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ ■ ■ ■ TRAIL BRIDGE. , — 111111111211111 LOW IMPACT ENVIRONMENT TERURBAN AVE. PUBLIC: WORKS. DEPARTMENT ENGINEERING STREETS WATER SEWER PARKS BUILDING SILT FENCE 12HWM EL.1.8 SCALEi N. 3 LOW IMPACT ENVIRONMENT INTERURBAN AVENUE BRIDGE PROPOSED WORK FUTURE FAMILY FUN CENTER lu (01 ii liiuliii l ii { ■ 111111111116110111111 100 YR. FLOOD EL. 22.3 MHWM� EL. 18.0 ? /r /777"/777 WSDOT ROW . /- 6 SF +/- 38 "/ • O "O. 24 "i 0.712 J Y Jt1� gam= 1 1 •I INTERURBA PUBLIC WORKS DEPARTMENT ENGINEERING STREETS WATER SEWER. PARKS BUILDING OHWM EL. Z8 • N• -' i RIVER ENVIRONMENT INTERURBAN AVEN9E BRIDGE EXISTING CONDITIONS RECE FEB 0 3 2001 I 1 1 1 1 ITI I I (I I•�3 I 11 I :I I I Hioh 1/16 11 411: 911 fil-f11:I111IIHpTr11I .i . I 1 11 1 :1! IIII • • 4 5 6 5L V6 £1. T I. WO IIIIl.li 11111 11LI1IILL I . 1111 .IJIIILIII 1 IIII III!! IIIIIIIILiLII •IIILJIIIIIIIILIIIIIII L! !Iiii!II ilIIIIIIIIIII I. ._. r EXISTING CONDITIONS SHOWN SCREENED HAVE BEEN 4 PRO 7 •1. pirr - IF.Typanurfliq , • 3111( 1) Tryir 6111:(111 1111 110 11] 110141 11r1 1111 1111 1111 1111 1111 11111.11.1 11111111 •.• ' 4 1111 jfiljjjj 1111111111__j Project Location Surrounding Area Map REGENED FEB 0 3 2003 COMMUNITY DEVELOPMENT