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HomeMy WebLinkAboutPermit L03-043 - HUISH SCOTT / FAMILY FUN CENTER - SHORELINE SUBSTANTIAL DEVELOPMENTL03-043 H2 OFFICES 7100 FUN CENTER WAY PREPARED BY TERI H (TEMP) Project: File Number: Applicant: Owner: Request: Associated Permits: Comprehensive Plan Designation: Zoning Designation: Staff: Attachments: City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE DIRECTOR DEPARTMENT OF COMMUNITY DEVELOPMENT October 3, 2003 Office /retail/restaurant building next to the Family Fun Center complex. L03 -043 - Shoreline Substantial Development Permit SHORELINE MANAGEMENT Scott Huish H2 Offices LLC Shoreline Substantial Development Permit to construct a 9,700 square feet building for a mix of office, retail and restaurant use within 200 feet of the Green River. Administrative Design Review and construction permit. Commercial Light Industrial (C/LI) Commercial Light Industrial (C/LI) Minnie Dhaliwal A. Shoreline Substantial Development Permit Application B. Site plan, landscape plan, architectural plans and civil plans. C. Monitoring report by Wetland Resources Inc. dated September 16, 2003. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 I. PROJECT DESCRIPTION This project involves construction of a 9,700 square feet mixed use retail, office and food service building along with 84 parking stalls on the last parcel of the three parcel development that includes the Family Fun Center and the Comfort Suites Hotel. The project site is situated on the north side of Interstate 405 between Fun Center Way and the Green River in the City of Tukwila. II. BACKGROUND In 1998, the Family Fun Center applied for and received approval for the development of approximately 14 acres of property. The proposed buildings at that time included a 9,000 square foot restaurant, a 153 room hotel, a 36,300 square foot arcade building and 7 acres of outdoor attractions including miniature golf, bumper boats, batting cages and a go cart track. To accommodate required flood storage capacity a combination of off - channel pond and riverbank cutback with restoration and habitat enhancements were done adjacent to the Green River. Public access was provided by a city trail along the perimeter of the site with connection to a new pedestrian bridge crossing the River. All the work approved under the 1998 permit was completed before the expiration of that permit (five years) except the development of the third parcel with 9,000 sq. ft. restaurant. The proposal has now changed to a 9,700 square feet mixed use retail, office and food service building along with 84 parking stalls on the last parcel of the three parcel development. A SEPA addendum was adopted for this revision to the original proposal on August 22, 2003. However due to the expiration of the original shoreline permit a new application for shoreline substantial development permit was required. Extensive fish and wildlife habitat enhancements including log snags and native plantings along all three parcels were done as part of the original Family Fun Center development. At that time, applicant had also obtained a Nationwide 27 Wetland and Riparian Restoration and Creation Activities permit from the US Army Corps of Engineers for construction of the bench and pond and a HPA permit from the State Department of Fish and Wildlife for the outfall. Also, Wetland Resources Inc. prepared the riverbank restoration and habitat enhancement plan that included mitigation plan for the reduction of the recommended Washington State Department of Fish and Wildlife's 100 to 150 foot buffer by creation, enhancement and restoration of the riverbank shelf and off channel pond. To evaluate the success of the riverbank restoration and habitat creation project applicant had to submit a monitoring report for the first three growing seasons. A monitoring report prepared by Wetland Resources was submitted as part of this application on September 16, 2003. The general conclusion of the report is that 80% aerial coverage by native vegetation and less than 20% aerial coverage by invasive vegetation shall be achieved by the end of the growing season in 2004. King County Department of Natural Resources has a bond for the bank stabilization work that was done in 1998 and the applicant is working with the Department to release that bond. 2 III. FINDINGS The site is within the jurisdiction of the Tukwila Shoreline Management Program (SMP). This program was adopted in June, 1974 and amended on March 16, 1982. The City's SMP was reviewed and approved by the State Department of Ecology as being consistent with the State Shoreline Management Act, adopted in 1971. All shorelines are designated urban. The Shoreline Master Plan establishes three management zones adjacent to the Green/Duwamish River: River Zone: This zone includes the first 40 feet from the mean high water mark. Low Impact Zone: This zone includes the second 60 feet from the mean high water mark. High Impact Zone: This zone includes the area from 100 feet to 200 feet from the mean high water mark. Following are the relevant review criteria as contained in the Tukwila Shoreline Regulations (Tukwila Municipal Code, Chapter 18.44) as applied by the City of Tukwila. Shoreline Substantial Development Permit (18.44.80) Any substantial development within 200 feet of any shoreline must receive a shoreline substantial development permit prior to issuance of any local permits by the City. The project site is located within 200 feet of the Mean High Water Mark (MHWM) of the Green River and is subject to shoreline substantial development permit. General Shoreline Regulations (18.44.110) 1. The use is in conformance with the regulations of the underlying district The proposed building is a speculative building and the anticipated uses are office, retail and restaurant type of uses. All of these uses are permitted uses in the underlying zone (Commercial Light Industrial- C/LI). 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: The use is consistent with the goals and policies of the shoreline master program and the provisions of the Shoreline Act and shoreline regulations. 3 *�- r uvRoma 3. No structures or accessory facilities shall be located over the river unless such structure protects or promotes the public interest. z N/A w aa JU UO CO C J = H There shall be no disruption of existing trees or vegetation within the river uj 0 en related to this proposed development. Riverbank restoration work 2 was done as part of the shoreline substantial development permit for Family Fun g Center development, which was issued in 1998. Native plants were planted along w a the riverbank including this subject parcel per the riverbank restoration plan _ developed by Wetland Resources Incorporated. z t- h0 z r 5. No effluent shall be discharged into the Green River which exceeds the water 2 _. quality classification as established by the State for the adjacent portion of the 0 river. o (.0 w W Only storm water runoff is expected to be discharged into the River. It will be I treated in a bioswale prior to discharge and shall meet all King County Surface - 0 z Water Design Manual requirements. ill cn f= 6. All States and federal water, quality regulations shall be strictly complied with. z 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 part of an approved shoreline substantial development permit. The project shall meet all King County Surface Water Design Manual standards related to water quality. 7. Wildlife habitat in and along the river shall be protected Wildlife habitat was improved as part of the 1998 shoreline permit through re- vegetation of the bank with native plant species, installation of log snags and construction of an off - channel pond. 8. All perimeters of landfills and other land forms susceptible to erosion shall be provided with vegetation, retaining walls, or other satisfactory mechanism for erosion prevention. N/A 9. All necessary permits shall be obtained from Federal, State, County or municipal agencies. 4 An addendum to the original SEPA was adopted on August 22, 2003. No federal permits are required for the current proposal. The riverbank stabilization and habitat restoration work associated with the 1998 permit was subject to approval from the US Army Corps of Engineers and Washington State Department of Fish and Wildlife. The State Department of Ecology will review the shoreline permit. The King County Department of Natural Resources has a bond for the riverbank stabilization work performed in 1998. 10. Dredging for purposes other than for navigational improvements or flood control is prohibited. N/A 11. Mining is prohibited along the river shoreline N/A 12. Solid waste disposal is prohibited along the shoreline N/A 13. No property will be acquired for public use without dedication by or just compensation to the owner No property is being acquired for public use as part of this project. There is an existing trail along the edge that was designated as part of the overall permits for the Family Fun Center project. 14. Landfilling is prohibited within the river channel, unless such landfill is determined by the Planning Commission to protect or promote the public interest. This project does not propose any landfilling within the river channel. 15. Notwithstanding any provisions of the 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 grade, shall be subject to the requirements of TMC Chapter 18.54, Tree Regulations. No removal of vegetation is proposed for this project. 5 z Q • w J 0 00 0 U) CO L11 J = H • u_ w O g¢ I I w z = O Z I- LL! ui U u) O N a'- = 0 " ..z - • _ O ~ z IV. Specific Shoreline Regulations Specific use regulations -river environment (18.44.130) No improvements are proposed in the river environment. Native vegetation was planted as part of the 1998 permit for habitat enhancement. Also, at that time a pedestrian pathway was designated along the river. Specific use regulations -low impact environment (18.44.140) A. The low impact environment shall contain no uses other than those allowed in the river environment and the following: 1. Structures not to exceed 35 feet in height, excluding utility towers; No structures are proposed within the low impact environment except a 21 feet high light pole and trash enclosure that does not exceed 35 feet in height. 2. Parking/loading and storage facilities adequately screened or landscaped: The parking is adequately screened from the river by the existing native vegetation in the river environment and also by the proposed perimeter landscaping along the parking area. 3. Railroad lead and spur trackage or public or private roads; No railroad lead and spur trackage are proposed as part of this project. 4. Utilities including towers; No new utility towers are proposed as part of this project. There are existing Bonneville Power lines and utility towers on the subject site. 5. Signs not to exceed regulations of the underlying zoning district sign code. Signs shall meet sign code regulations. B. Low impact environment uses shall conform to the following standards: 1. Structures shall be sited and appropriately landscaped in accordance with the underlying zoning regulations; The proposed structure meets all the underlying zoning code regulations and the site shall be appropriately landscaped to meet all landscaping regulations. 6 2. Access roads shall be located no closer than ten feet to buildings, spur tracks or parking/loading and storage facilities, and the effective setback shall be suitably landscaped. This shall not prohibit ingress and egress points between an access road and the described facilities; No access roads are located within ten feet of the buildings, spur tracks or parking/loading and storage facilities. z w 6 JU 00 U) O • LLI J f- al O gQ co = w F- _ z �. F- O Z I-- w U • � O - 4. Railroad lead trackage shall be no closer than 15 feet to parking... w w No railroad lead trackage is proposed as part of this project. LI-- t Specific use regulations -high impact environment (18.44.150) v co All uses allowed in the underlying zoning district shall be allowed in the high impact z environment. The proposed design meets all development standards of the underlying Commercial Light Industrial zone. V. RECOMMENDATION Approval of the application subject to the following condition: 3. Parking/loading and storage facilities adequately screened from the river with: a) A solid evergreen screen of a minimum six-foot height, or b) Decorative fence six feet high, or c) Large shade or fruit trees such as maple, alder, poplar, cottonwood, sycamore, willow, oak, beech, walnut, ash, birch or other species approved by the Director at a maximum of 30 feet on center, or d) Earth berms at a minimum of four feet high, suitably planted with live groundcover or natural grass. Parking areas shall be adequately screened from the river by the existing native vegetation along the riverbank and the proposed perimeter landscaping around the parking areas. Based on the monitoring report dated September 16, 2003, prepared by Wetland Resources Inc., the riverbank restoration and habitat enhancement work required as part of 1998 shoreline substantial development permit is expected to meet the intended objectives by the end of the growing season of 2004. Applicant shall provide a monitoring report by October 31, 2004, to confirm the success of the riverbank restoration and habitat enhancement project. Prepared by: Minnie Dhaliwal Date: October 3, 2003. 7 February 17, 2006 Dick Hendry 7300 Fun Center Way Tukwila WA 98188 Dear Mr. Hendry: Ciiy of Tukwila Department of Community Development Steve Lancaster, Director Re: Shoreline permit extension for H2 retail/office /restaurant building at 7100 Fun Center Way. File number L03 -043 (Shoreline Substantial Development Permit). Steven M. Mullet, Mayor The Shoreline Substantial Development Permit for the above referenced project was approved on October 7, 2003, with an expiration date of October 7, 2005. Per WAC 173 -27 -090 (2), "Construction shall be commenced within two years of the effective date of a shoreline permit. Provided, that local government may authorize a single extension for a period not to exceed one year based on reasonable factors, if a request for extension has been filed before the expiration date and notice of the proposed extension is given to parties of record and the department." The City had reviewed your July 5, 2005, letter requesting an extension of that permit. However it was not clear if you were planning on starting construction by October 7, 2006. Subsequent to that you scheduled a pre - application meeting, which was held on February 16, 2006, and indicated that you intend to start construction by summer 2006. This letter is to acknowledge our approval of your request and to formally extend the deadline from October 7, 2005 to October 7, 2006. Please note that the shoreline permit will expire on October 7, 2006, if construction is not commenced by then. If you have any questions, please contact Minnie Dhaliwal at 206 - 431 -3685. Sincerely, Lc)1/4/( Steve Lancaster Director Community Development cc: File Jill Mosqueda, Public Works Laura Murphy, Muckleshoot Cultural Resources Program (party of record) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 1, 2004 Dear Mr. Lancaster, Wet/ad?esoirces, /rnz Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance City of Tukwila Attn: Steve Lancaster Director of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Riverbank Restoration: Family Fun Center — Tukwila, WA Wetland Resources, Inc. submitted a Combined First, Second, and Third Year Monitoring Report for Family Fun Centers Riverbank Restoration and Habitat Enhancement Plan in September 2003. This report concluded that overall areal coverage of native plants for the mitigation site was currently at 60% to 65%, invasive species were less than 20% and the structural habitat features (large woody debris) continue to function in a stable condition. We speculated at that time that all elements of the mitigation goals and objectives would be met by the end of the growing season in 2004. It now appears that beaver foraging of the native plants may stall this timetable. We are requesting that the project be deemed successful and the mitigation assurance bond (assignment of funds) released. The Family Fun Center has spent an additional $10,000 in plant material and labor over the last two years to replace dead plants. Much of the overall plant mortality is associated with beaver foraging. Unfortunately for the Family Fun Center, the riverbank restoration project has created the best beaver habitat within this reach of the river. As you know, most of the Duwamish riverbank in this area is populated with invasive Himalayan blackberry. Blackberry is not a species used by beaver. In fact, beavers and humans avoid blackberry thickets for the same reason: the thorns tear at their skin. Native trees and shrubs (willow, pine, fir, cottonwood etc.) are the preferred forage species for beaver. I believe the Family Fun Center is committed to continuing maintenance on the riverbank restoration area as an amenity to the Center. Over the last five years almost all of the blackberry, knotweed and tansy has been controlled. The enhancement area has been irrigated for rapid plant 'growth for the last two years. This situation has created a "candy store" for local beavers. Based on the greatly improved habitat, we believe the beaver Family Fun Center — Tukwila, WA Riverbank Restoration Memo 1 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337 -3174 Fax (425) 337 -3045 WRI Project # 01037 March 1, 2004 z w ce 6 0 W = CO IL w 0 Q . co = d w z � 1— O Z ri- w 0 O - 0 F_- w 1-- V LL W z . 0 ~ z A population in this vicinity has increased. Unless we allow the blackberry to reestablish, we expect this trend to continue. The single element of success that has not been achieved for this enhancement project is the requirement for 80% areal coverage of native plants. The beaver are doing everything in their power to forestall this condition. We may well reach the 80% areal coverage over the next few years, or we may stay at the current 60% to 65% coverage. Regardless, the riverbank enhancement project has greatly improved habitat for the benefit of many species of wildlife and fish and has been an environmental success. We should all be proud of our involvement in this project. It would seem reasonable to determine the riverbank restoration project successful and release the assurance bond (assignment of funds) at this time. Cordially, William Railton, PWS Principal Wetland Ecologist Family Fun Center — Tukwila, WA Riverbank Restoration Memo 4a.'wti : 14U. '.iYV"i{lwt'J.1.^- AtHditi :ftS$1:.litt 1.:w^1Z,V4b :v> 4.M., -S 2 WRI Project # 01037 March 1, 2004 King County Water and Land Resources Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 600 Seattle, WA 98104 -3855 206 - 296 -6519 206 - 296 -0192 Fax January 22, 2004 Dick Hendry Family Fun Center, Tukwila LLC 7300 Fun Center Way Tukwila, WA 98188 RE: Financial Guarantee for Family fun Center, Tukwila, LLC Dear Mr. Hendry: :.r REC E V ED JAN 2? 2004 DEvEtoPNIEN This letter is in response to your December 18, 2003 request for release of monies serving as a surety bond to guarantee to King County adequate performance of certain structural modifications of the banks of the Green River, under the terms of the attached River Protection Facility Defect Maintenance Agreement. As you note in your letter, Andy Levesque of my staff has made several inspections of this site over the term of the Maintenance Agreement, most recently on both September 30, 2003, and again on January 15, 2004. As you also note, Mr. Levesque brought several concerns to your attention over the telephone following his September 30, 2003 site inspection, specifically as follows: • A large cavity was present on the midslope bench, downcut into native sandy silt deposits located just riverward of the flapgate outfall from the drainage swale serving as a detention facility for the westerly portions of the site. This feature measured some three to six feet • wide, some four to eight feet deep, and extended roughly twenty to twenty-five feet in length from a rock and log cluster in this location of the riverbank. The cavity had undercut some of the large boulders present in the rock cluster as well, creating potentially hazardous conditions relating to collapse of the overlying stones. Mr. Levesque's January 15, 2004 site inspection revealed that this feature had been filled in with a mixture of crushed rock, recycled concrete rubble, and earth materials. While the crushed concrete materials do net meet County specifications for riverbank construction, I agree the potential hazard has been adequately addressed. These repairs .will be adequate for release of your maintenance bond. Incidentally, Mr. Levesque's most recent site inspection indicated the original cavity may have been related to the collapse of overlying soil materials into a large burrow excavated into the bank by beavers seeking to build a lodge along the riverbank. Dick Hendry January 22, 2004 Page 2 • Three drainage lines extend over the face of the slope near the eastern end of the site, into the area occupied by a back - channel habitat pond. I understand these conveyance lines were constructed with the approval of the City of Tukwila. However, King County has not previously reviewed nor approved of these drainage structures with respect to subsequent maintenance of the slope areas involved. I don't feel it appropriate to withhold release of your bond pending resolution of questions concerning the impacts of these features on subsequent site maintenance arrangements. Please note, however, that final decisions concerning maintenance of the slope areas potentially impacted by this localized drainage discharge will need to be further discussed between Tukwila and King County. • A fenceline is also present along the slope near the eastern end of the site. This will necessitate additional cost for removal and replacement should any future equipment access be required to maintain or repair slopes in the affected area. Again, I understand the City of Tukwila required this. King County has not been party to review or approval of this feature, which will also need to be addressed in subsequent discussions concerning future maintenance of slopes near the eastern end of the site. Once again, however, I do not feel the concerns here should interfere with release of your maintenance bond. Noting these items as meeting a sufficient level of performance of the riverbank modifications at the Family Fun Center site per the stipulations in the Maintenance Agreement, I need to bring two items to your attention. The first of these relates to the time during which the bond is to remain in force, namely five years from the date of signing or final approval by the City of Tukwila, whichever is later. While I note the date of signing is January 6, 1999, I hereby respectfully request you provide me with documentation establishing the date on which the City of Tukwila granted your project "final approval." The question of what constitutes final approval by Tukwila is, of course, a matter to be resolved between you and the city. Secondly, Item 2 of the 1999 Maintenance Agreement states you will provide us with a set of "final as-built plans" upon completion of the riverbank construction. Please forward me a copy of these plans so that we may complete our final review. Finally, the recitals to the Maintenance Agreement clearly establish the conditions under. which King County and the Green River Flood Control Zone District (District) will agree to undertake future maintenance of the improvements covered by the financial guarantee. One of these conditions is that the Family Fun Center, Tukwila LLC as the "Applicant" will grant a River Protection Easement to the County and to the District. A combined "Recreational/River Bank/Trail/Dike Easement" was instead recorded in favor of the City of Tukwila under King County Assessor's Office Recording Number 9904151147 (also enclosed). However, no River Protection Easement has apparently been conveyed to King County and the District under the terms of the January 6, 1999 Maintenance Agreement. Neither King County nor the District will be in a position to assume ongoing maintenance responsibilities for the riverbank improvements at this site until such an easement is recorded. Negotiation of the terms of any such easement will also require resolution with the City of Tukwila of items listed above concerning the potential impacts of the drainage lines and fencing on future maintenance activities in affected Dick Hendry January 22, 2004 Page 3 slope areas. Any such easement document should be in a form acceptable to King County, should name both the County and the District as grantees, and should include a full legal description of the easement area(s) involved. Once again, a review of my records seems to indicate that this situation is largely a matter for discussion and resolution between King County and the City of Tukwila. In the meantime, if you could forward me a copy of the final as -built site plans, and documentation of the date of final approval by the City of Tukwila I would be pleased to complete my review of this project, and subsequently authorize final release of the monies in question. Sincerely, Dave Clark Manager, Flood Hazard Reduction Services Section DC:AL:mm\JO I, Enclosures cc: Ryan Larsen, Senior Engineer, City of Tukwila Steve Lancaster, Planning Director, City of Tukwila Mark Isaacson, Assistant Manager, Water and Land Resources Division (WLRD) Steve Bleifuhs, Green River Basin Program Coordinator, Flood Hazard Reduction Services (FHRS) Section, WLRD Andy Levesque, Senior Engineer, FHRS, WLRD 9904151147 RECREATIONAI✓RIVER BANKIDIKE TRAIL EASEMENT THIS AGREEMENT is _entered into between the FAMILY FUN CENTERS, TUKWILA, LTC, a`Washington` limited company (hereinafter referred to as "the Grantor "), and the CITY OF TUKWILW, a.Wastiington optional municipal code city (hereinafter referred to as the "the Grantee "). r r ; WHEREAS, Grantor owns or has an interest in :certain•real property (hereinafter referred to as "the Property ") located adjacent to Green RiuerinFthc'City of Tukwila, Washington more particularly described on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full; and WHEREAS, Grantee is in the process of developing a public recreational trail under Highway 1-405 and along the Green River within Grantee's rnrporate limits; and WHEREAS, the City of Tukwila and other agencies require access to the river bank for maintenance, monitoring, construction of future possible dike/levee and/or river bank stabilization improvements, and WHEREAS, Grantor has agreed to grant an easement to Grantee to develop the Property as an outdoor recreation trail for public use and Grantee has agreed to utilize the Property for such use according to certain terms and conditions; NOW, THEREFORE, in consideration of the mutual benefits and conditions hereinafter contained, Grantor hereby conveys and grants to Grantee, its successors and assigns, a perpetual, nonexclusive easement across, along, in and upon, that portion of the Property described as the "Recreation Trail" on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full, subject to the following terms and conditions, by which Grantee agrees to be bound: I. Use of the Property. Grantee's use of the Property shall be for the purpose of landscaping, developing and maintaining the Recreation Trail portion of that Property for public recreational trail purposes and of installing, maintaining and providing for public use of recreational facilities thereon. The use of the Recreation trail will be restricted to pedestrian and bicycle use. Camping, campfires, the use of firearms and any other activities that would be inconsistent with the safe use of the Property by the public will be prohibited. In addition to the restrictions on use provided heretn, Grantee shall have the power to promulgate and enforce such other rules and regulations for use of the Recreation Trail by the public as it may deem fit and proper to promote safe and equitable use. 1. <t- � �: � �n ;�• ... •, � . . !! •(1. 11) -Hail � .e iLI;I)I ":'i1;!�t Y1 7 L`!. - 1E E ir r. . nft I�`.V!..il!ilr. 2. Construction and Maintenance. The design of the public Recreation Trail and bridge across the Green River shall be the sole discretion of the Grantee. Grantee agrees to make reasonable attempts in designing the public Recreational Trail and bridge to accommodate any • !I y: Executed by the Grantor on Executed by the Grantee on GRANTEE: CITY OF TUKWILA ATrESTIAUT ENTI : Jane Cantu, City Clerk ohn W. Rants, Mayor plans for.dev Grantor on property adjacent to the Recreation Trail. All design, engineering'rgtd construction costs incurred in completing the gravel base along the Green River shoreline shall lie-at the sole''cost and expense of the Grantor. All design, engineering and construction costs - incurred in completing the gravel base on the east side of the Grantor's property shall be at the_ spit. cost expense of the Grantee. The Grantee shall pay for all engineering and construction costs related;to thy.paying of the shoreline trail and east side trail sections and for river bridge avid related'approach costs. Grantee shall be responsible for all maintenance and repair costs incurred with respe& ,t� the Recreation Trail, unless damage is caused by the Grantor, their representatives, or fsfurc awnera cf.Grantor's property. The Grantor shall maintain all grounds up to the edge of t e aipl alt'trail on land side of the asphalt trail. The Grantee shall maintain the asphalt trail and all ° hinds tovfardsthe river as it relates to trail use. The construction and maintenance of trail systems and "ass'yyc�iated landscaping shall be in accordance with the most current riverbank stabilization studies conducted for this property. APPROVED AS TO FORM: B�: Office of tltb City Attorney 3. Indemnity. Grantee shall indemnify, defend and hold harmless the Grantor from and against any and all claims, losses or liability, or any portion thereof, arising from injury or death to persons or damage to property occasioned by a negligent act, omission or failure of the Grantee, its officers, agents and employees, in maintaining the Recreational Trail. 4. Successors This Agreement shall be recorded with the King County Auditor and shall constitute an easement and servitude running with the land, inuring to the benefit of the parties hereto, their heirs, executors, administrators, successors and assigns. 1999 ,1999. GRANTOR: FAMILY FUN CENTERS, TUKWILA, LLC ¥1 2 John M. Huish, President r3' ...4N? "'r.t.rWr.+ tvf ;f'EsM ;r*+„r »,.• vt NFer+�:,c = ," ,tNliM#e�n '+-... ...a+ -w. . -..-.. �. �.. �.�,..�h f!i'F17N+r,X� ens., November 17, 2003 MUCKLESHOOT CULTURAL RESOURCES PROGRAM 39015 172nd Avenue S.E. • Auburn, Washington 98092 -9763 Phone: (253) 939 -3311 • FAX: (253) 876 -3312 Steve Lancaster, Director City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 RE: 7100 Fun Center Way, Retail Project, City of Tukwila File # L03 -043 RECEIVED 'NOV 2 0 2003; COMMUNITY DEVELOPMENT Dear Mr. Lancaster: On behalf of the Cultural Resources Committee, I have reviewed the information sent regarding the 7100 Fun Center Way, Retail Project, and have the following comments. The Fun Center Way property is an area the Tribe has flagged as high potential for archaeological discovery. Our comments are based on the close proximity of the landform to the Green River, and the occurrence of archaeological sites on similar landforms in the area. There is a possibility that your project area has already been surveyed for archaeological resources, or that a recorded archaeological site is in your project area. You can determine this information by contacting the Office of Archaeology and Historic Preservation in Olympia. In the event that the project area has been previously surveyed, the following requests could be disregarded. Due to the project's ground disturbing activities and the potential for archaeological discovery, the Cultural Committee is requesting: 1. An archaeological field survey of the project APE by a professional archaeologist 2. To review the archaeological survey's scope of work 3. The option of sending a tribal monitor during the field survey 4. To review the draft survey for completeness and accuracy 5. A Recovery Plan in place in the event that human remains or artifacts are uncovered The Cultural Resources Program does not represent the Wildlife Program and the Fisheries Program which are separate departments under the Muckleshoot Indian Tribe. Please contact these departments for their input on this project. We appreciate the effort to coordinate with the Muckleshoot Tribe prior to site preparation. The destructive nature of construction excavation can often destroy a site and cause delays and unnecessary expense for the contractor. If you have any questions, please contact me at 253- 876 -3272. Thank you for keeping the Tribe informed. S rely, Laura Murphy, Tribal Archaeologist cc: Donna Hogerhuis, Cultural Specialist Melissa Calvert, Wildlife and Cultural Coordinator Stephenie Kramer, Assistant State Archaeologist, OAHP City of Tukwila Department of Community Development Steve Lancaster, Director SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L03 -043 Applied: 07/22/2003 Approved: 10/07/2003 Expiration: 10/07/2005 A permit is hereby granted to: Scott Huish To construct a 9,700 square feet office /retail/restaurant building. Upon the following property: Address: 7100 FUN CENTER WAY TUKWILA Parcel Number: 2423049063 Section/Township /Range: 24 -23 -04 The following master program provisions are applicable to this development: TUKWILA SHORELINE MASTER PROGRAM Development under this permit shall comply with the following condition: Based on the monitoring report dated September 16, 2003, prepared by Wetland Resources Inc., the riverbank restoration and habitat enhancement work required as part of 1998 shoreline substantial development permit is expected to meet the intended objectives by the end of the growing season of 2004. Applicant shall provide a monitoring report by October 31, 2004, to confirm the success of the riverbank restoration and habitat enhancement project. This permit is granted pursuant to the Shoreline Management Act of 1971 and 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 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). 0644 2c..1)1 Date Steve Lancaster, Director Community Development Steven M. Mullet, Mayor 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). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 H 2 OFFICE, LLC 7300 Fun Center Way Tukwila, WA 98188 425- 228 -7300 X 27 September 17, 2003 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Minnie Dhaliwal Dear Minnie: ours truly, Dick Hendry pE'Rmt-r casts Attached is a current Riverbank Monitoring Report from Wetlands Resources. The report indicates that extensive work has taken place, and while we have not yet achieved the ambitious goals of 80% aerial coverage and not more than 20% invasive vegetation within three years, we are well on our way. As we discussed with Bill Railton of Wetland Resources, control of invasive vegetation will be a continuing process. During the summer the invasive vegetation is controlled, then each winter and spring during high water times, a scouring process takes place on the riverbank. As the waters recede, invasive seeds are deposited on the riverbank and the growing begins again. We will continue the maintenance of the riverbank in accordance with the recommendations of Wetland Resources, and should see the success of this project by early next year. 0 swerve) Y U K W ILA SEP 2003 Summary of Trees and Shrubs planted and labor performed on the ShcfrilliMeceNTER at the Family Fun Center, Hotel and Parcel #1, April, May, June, July, August and September, 2003. z 4-z ix: JU 00 co 0 CO J F- CO u_ u O a co _ 3 I— al Z = F— O Z F-- w O Y U� w • w As can be seen, we have spent more this year alone than we will receive back from the bond the City of Tukwila holds for this work. A good part of z this has resulted in having to do a substantial amount of replanting of trees because of beaver activity on the site. They seem to have an appetite for the o young trees we have planted and have even taken down some well established 2" to 4" caliper trees which has been very disheartening. We are making every effort to attain the 80% aerial coverage that is required, but at some point feeding the beavers will have to stop. Preliminary Riverbank monitoring by Bill Railton of Wetland Resources. Trees and Shrubs Planted $5,737.80 Backhoe and Operator to clear brush 823.33 Labor to clear weeds, and brush and to plant 3,238.00 Irrigation system 486.29 Total $10,285.42 In accordance with Bill's recommendations, we are continuing to remove and eradicate the invasive growth on site, and plant additional trees and shrubs. We have also lost some of the plantings due to the lack of sufficient moisture which we have corrected. The bank is now receiving irrigation 5 to 6 days a week. .*:;s4: :.s . Summary of Trees and Shrubs planted and labor performed on the Shoreline at the Family Fun Center, Hotel and Parcel #1, May, June July and August, 2003. z z rt Preliminary Riverbank monitoring by Bill Railton of Wetland Resources. o o c o CO IJJ J I H Trees and Shrubs Planted $5,608.60 w o: Backhoe and Operator to clear brush 823.33 L IA Labor to clear weeds, and brush and to plant 2,364.00 Z I- o Z I- Total $8,795.93 Lu W 0 0- O I- w w I I- 0 '� o W z U - 1: _ O H As can be seen, we have spent more this year alone than we will receive back from the bond the City of Tukwila holds for this work. A good part of this has resulted in having to do a substantial amount of replanting of trees because of beaver activity on the site. They seem to have an appetite for the young trees we have planted and have even taken down some well established 2" to 4" caliper trees which has been very disheartening. We are making every effort to attain the 80% aerial coverage that is required, but at some point feeding the beavers will have to stop. In accordance with Bill's recommendations, we are continuing to remove and eradicate the invasive growth on site, and plant additional trees and shrubs. We have also lost some of the plantings due to the lack of sufficient moisture which we have corrected. The bank is now receiving irrigation 5 to 6 days a week. z . 09/17/2003 06:43 42533 Wethiel*S01/4 9 Delineation / Mitigation / Restoration / Habitat Creetionf/ Permit Assistance RIVERBANK RESTOR AND HABITAT ENHANCEMENT PLAN • Wet4pnd Resources, Inc. # 01037 COMBINED FIRST, SECOND, AND THIRD YEAR MONITORING' REPORT FOR FAMILY FUN CENTERS Prepared By: Wetland Resources, Inc. 95p5 19 Ave. SE, Suite 106 Everett, WA 98108 Prepared For: Family Fun Centers Attn: Dick Hendry =7300 Fun Center Way I Tukwila, WA 98188 September 16, 2003 WETLAND RESOUF ^`=S 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337 -3174 Fax (425) 337 -3045 RLCLIVED OE'V OF 7t11tWiLA SEl 1 7 21003 PERMIT CENTER PAGE 02 s,::% aria,d :xi; :jr`. ?. 3m? isi.' y" p ��3. 3:w::w�.i:::,'�:Y:;axn::i+:•c4s x44 v+ A 09/17/2003 06:43 42532 3045 2 WETLAND RESO''''ES PAGE 03 PROJECT DESCRIPTION Wetland Resources, Inc. (WRI) conducted a project monitoring inspection for the Family Fun Centers mitigation project on September 11, 2003. The approximate 13 acre site is located north of Interstate 405, between Fun Center Way and the Green River in the city of T kwila, Washington. Mitigation was provided for a buffer reduction along the. Green River, in association with the development of the Family Fun Center. The intent* of the approved mitigation plan is to replace lost 100 year flood storage capacity: through the construction of a riverbank shelf and construction of an off - channel fisheries habitat pond. The riverbank shelf and off - channel pond were enhanced through placement of woody debris for fisheries habit t, and through planting of a mix of native trees and shrubs suitable to the new a vironment. The side slopes from the shelf to the edge of the buffer were also p nted to native trees, shrubs and grasses. MITIGA TION GOALS AND OBJECTIVES The goals for the riverbank inhancement areas are to have increased usable aquatic habitat with riffle effects and shear zones creating additional flood storage capacity and fish and wildlife hbitat. For the off - channel pond area, the goals are to deliver functional riparian{ and aquatic habitat with capacity for over -flow storage at high water periods. The 500 -foot length of the riverbank and the off - channel pond were enhanced with approved log structures. Thes' ` structures were designed and anchored to provide viable fisheries habitat for the , ong term. The riverbank enhancement aria and the off - channel pond and buffer creation and enhancement area were ptantef with native vegetation. Not more than 20% of the site will be dominated by non- riative vegetation for an increase in plan diversity and vertical structure. MONITORING PROGRAM Purpose • The monitoring program is . intended to evaluate the success of the Riverbank Restoration and Habitat Creatitn Project. Following completion, monitoring should occur annually • for three years. A condition report shalt be prepared and presented to the City of Tuk$rila by October 31 of each year of the monitoring period. At the end' of the monitoring period, following a determination of success and agreement from the City of Tukwila, the assurance device provided by the developer shall be released. This report represents the last three years of the monitoring period, as no, form .il monitoring report has yet been submitted to the City of Tukwila. w 00 0 w= � LL w 0 0 = W _ z r- 0 w ~ w o • - o 1- ww w U = H � 0 z ladEl ft 09/17/2003 06:43 42533 - - 945 WETLAND RESOUr PAGE 04 Definition of Success . Per the approved mitigation plan, this project shall be deemed successful if at the end of a three year bonding 1 and monitoring period no more than 20% of the z mitigation site.has dominance by non - native species, 80% of the planted vegetation = 1-: in the mitigation site has survi*d and is vigorously growing and 80% areal coverage '~ cc 2 w of the mitigation site has been achieved. The log structures shall continue to provide fisheries habitat as designed and shall not create erosion or bank -J o instability. We feel that given previous complications with plant mortality (as cn 0 co Lu described below), through • nq fault of the developer, that native vegetation coverage would be a more suit4ble parameter for success than actual plant survival. co u,. wo Methodology g Monitoring shall include trans vegetation evaluation for mortality and vigor of u. the planted •species, evaluation of non - native plant invasion, stability condition of co a the habitat structures and a.yisual evaluation of wildlife species observed during 1=- _ the monitoring. Immediate diction to correct deficiencies or control invasive z species may be recommended depending on the water elevations and weather z o conditions. 0 D Ca PROJECT SITE CONDITIONS O Construction of the riverbank self and off - channel fisheries habitat pond began in LL, uj the late summer of 1998. Follpwing construction, these areas were planted with i 0 native species. WRI conducted monitoring inspections in February 2001, and July �- o and September 2003. Since Ole time these mitigation areas were planted, there w z have been concerns regarding! plant survival and invasive vegetation encroachment o that would be: difficult to control. Even after previous maintenance attempts, it z ~ was determined that the mitigation plants were dying as a result of destructive beaver activity. Additionally; s'the site was being overrun by invasive Himalayan blackberry, reed canarygrass, i and tansy, in part due to increased dispersal of invasive seeds from high water'!periods of the Green River. WRI determined last July that 4n aggressive weed control program would have to be implemented in order to main ain control over the invasive species. Additionally, WRI recommended replanting tie mitigation areas with species that appear to have done well, including willow species and red -osier dogwood in the lower portions of the riverbank, and Douglas fir•Ond cedars in the upper portions. Installation of a temporary irrigation system was also recommended for use during the dry summer months. I • Between the months of July aind September 2003, extensive actions were made to improve the conditions at this.fite. Invasive blackberry, reed canarygrass, Japanese knotweed, and tansy were cut back and sprayed. The buffer of the off - channel pond and the, riverside bank•••areas were planted with trees and shrubs to increase areal coverage by native vegetiation. An irrigation system was installed throughout 'i ' 3 • f' . '°.: :`.' . f: :w.aervntrc»n r.? n.m etas+.-.«"^ t . " ...- ... 787 R. ` .'�. 09/17/2003 06 :43 42533945 all mitigation areas to ensure that pl were being watered at least 5 to 6 days a week during the dry season. Current Site Conditions Off- Channel Pond This area is in good condition. The bottom of the pond is densely covered.by a variety of willow species. The side slope /buffer areas of the pond were . planted with additional Douglas firs and black cottonwood trees to increase plant coverage. Native vegetation coverage within the combined pond and side slope areas is approximately 60 %. The pond area and access channel appear to be functioning as designed. East Half of Riverbank Initially, parts of this af-ea were among the greatest concerns for success; due to 'the'.derise invasive vegetation encroachment. These areas are doing well now, as invasive ,plants, including the Japanese knotweed, reed canarygrass and blackberry were controlled, and a variety of species were. planted within the lower riverbank areas and side slopes. The easterq`i portion of the riverbank area is currently comprised of a combination young and mature trees and shrubs. Added species include I black cottonwood, red -osier dogwood, and willows within the lower areas, and Douglas firs, cedars and quaking aspens throughout the upper mitigation. areas. The more mature, preexisting plants occurring within these areas are doing well and do not appear. to be threatened by encroachment of invasive plants or beavers. On average, afeal coverage by native species appears to be approximately 60 %. West Half of Riverbank '. Although dense patches {of reed canarygrass and blackberry occurred throughout the areas in this western portion of the riverbank, many of the mitigation plantings£ have succeeded to grow above the invasive plants. Weeds were controlled within these areas, and additional trees and shrubs were kanted in the appropriate areas for increase areal coverage by natiive vegetation. Overall, native vegetation coverage throughout' this area is approximately 65 %. Some bird species, including. spotted towhee and black- capped chickadee were observe.d within • this are4. Log Structures The log structures ptaed along the riverbank area remain solidly seated in theirapproprite locations. These structures appear to be functioning as designed Ito provide habitat for aquatic species during high water periods. 4 WETLAND RESOU"";S PAGE 05 09/17/2003 06:43 42533 "145 lib Maintenance • We anticipate that with contiflued weed control, through careful cutting and spraying, and irrigation durin0 the dry season this project shall be close to achieving success. CONCLUSION The conditions within the mitigation areas appear to have improved as a result of the recent maintenance completed. A weed control program has been established, as recommended,+ to ensure that the invasive vegetation does not exceed more than 20% areal overage over the mitigation areas. Native tree, shrub, and sapling coverage dlrrently ranges from 60 to 65% for this site. The additional planted trees and shubs are healthy and appear to be doing well. Many of the original planted spec observed throughout the areas have grown vigorously, and shall contribute) to the overall success of this project. Overall, the riverbank functions and values (lave increased as a result of this project. Based on the efforts made to improve the conditions on this site, we anticipate that 80% areal coverage by native vegetation and less than 20% areal coverage by controlled invasive vegetation shall be achieved by the end of the growing season of 2004. Wetland Resources, Inc. Andrea Bachman Associate Wetland Ecologist i 7. :'� 4ws:• Ada:aicr h • ' :�:a tea: ci Y media; ; +tip 5:rx �qrw .k: WETLAND RESOUr- S PAGE 06 09/17/2003 07:01 42533 , 145 Maintenance We anticipate that with .continued weed control, through careful cutting and spraying, and irrigation durkg the dry season this project shall be close to achieving success. I CONCLUSION The conditions within the 'mit gation areas appear to have improved as a result of the recent maintenance c pleted. A weed control program has been established, as recommended4 to ensure that the invasive vegetation does not exceed more than 20% areal :coverage over the mitigation areas. Native tree, shrub, and sapling coverage currently ranges from 60 to 65% for this site. The additional planted trees.and shfrubs are healthy and appear to be doing well. Many of the original, planted specks observed throughout the areas have grown vigorously, and shall contribute to the overall success of this project. Overall, the riverbank functions and values.have increased as a result of this project. Based on the efforts made to improve' 'he conditions on this site, we anticipate that 80% areal coverage by native vegetation and less than 20% areal coverage by controlled invasive vegetation shall be achieved by the end of the growing season of 2004. Wetland Resources, Inc. Andrea Bachman Associate Wetland Ecologist ,cQ1-rirlcok 5 WETLAND RESOU'" - ' 7 S PAGE 02 • t.� �...w. �. . 747144 41 r4 112 OFFICE, LLC 7300 Fun Center Way Tukwila, WA 98188 425 -228 -7300 City of Tukwila 6300 Southcenter Blvd. Suite # 100 Tukwila, WA 98188 Attn: Minnie Dhaliwal Dear Minnie: The following information is submitted in response to your letter of August 22, 2003 regarding our Shoreline and Design Review applications. I. Shoreline Permit Application: Item # 1. I have contacted Centre Point Surveying who did the survey work on the property and they are making more definitive lines on a map which I will bring to you as soon as I receive it. Item # 2. Enclosed is a copy of the report that we received from Bill Railton regarding the Shoreline Monitoring and information concerning the work that we have done this year so far and are continuing to do on the shoreline. We will have Bill back in a couple of weeks for another review. Item # 3. Landscape comments will follow. We are working on that plan now. Item # 4. Public Works comments: a. I have gone through everything that I can find regarding the maps that went with the LOMR. I have enclosed what I thought might be of help. b. This has been resolved between Minnie and Jill. c. With reference to Shoreline Application items 11 and 15F, that information needs to be clarified. The drainage was approved and installed to allow for maintenance on the valve opening into the bio- filtration pond from the site storm drainage collection system. No water is diverted directly to the river. IL Design Review Application: Items # 1 -6 will be addressed by Paul Scanlon of MulvannyG2 under separate cover. Item # 7. With regards to the overall landscape plan, we are doing some additional work on this and will have it ready in the next day or two for submittal. III. Additional comments by Public Works related to the building permit: Item # 1. This will be addressed by MulvannyG2 in their comments. Item # 2. This fee will be paid when requested by the City. Item # 3. We are still in the process, through our Leasing Agent, of finding a restaurant for this project. If we are successful before starting construction, we will submit a revision to the plans to reflect the necessary plumbing for such a facility. z .;= z re 111 6 J U UO CO CI W =: I--, W O' ti Q I C/ . 1-2 sco z .0 ;O Nj LLio W LU V • .IL H iiJ Z' U N' O z r. Summary of Trees and Shrubs planted and labor performed on the Shoreline at the Family Fun Center, Hotel and Parcel #1, May, June July and August, 2003. Preliminary Riverbank monitoring by Bill Railton of Wetland Resources. Trees and Shrubs Planted $5,608.60 Backhoe and Operator to clear brush 823.33 Labor to clear weeds, and brush and to plant 2,364.00 Total $8,795.93 As can be seen, we have spent more this year alone than we will receive back from the bond the City of Tukwila holds for this work. A good part of this has resulted in having to do a substantial amount of replanting of trees because of beaver activity on the site. They seem to have an appetite for the young trees we have planted and have even taken down some well established 2" to 4" caliper trees which has been very disheartening. We are making every effort to attain the 80% aerial coverage that is required, but at some point feeding the beavers will have to stop. In accordance with Bill's recommendations, we are continuing to remove and eradicate the invasive growth on site, and plant additional trees and shrubs. We have also lost some of the plantings due to the lack of sufficient moisture which we have corrected. The bank is now receiving irrigation 5 to 6 days a week. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director z i � � o: JU 00 co w = w • 0 LL Q . = • d �..w Z = I— 0 Z I- w w Based on a review of your Shoreline and Design Review applications the following information is v O Y • E- • w H U ' � 1. Please correct the 40 feet, 100 feet and 200 feet offsets such they are offsets from the mean high z water mark. At this time they are shown as offsets from the vegetation line. The detailed survey Cu drawing shows mean high water mark and ordinary high water mark relative to the property line but it is not clear if that information was used for the offsets. z August 22, 2003 Dick Hendry 7300 Fun Center Way Tukwila WA 98188 Re: Application for H2 retail/office /restaurant building at 7100 Fun Center Way; File Numbers- Shoreline permit (L03 -043) and Administrative Design Review (L03 -045). Dear Mr. Hendry: requested to further process your applications: I. Shoreline Permit Application: 2. Please provide a monitoring report for the original shoreline permit. 3. For landscaping comments see Design Review comments. 4. Public Works Comments: a) Provide the maps that accompanied the Letter of Map Revision (LOMR) that went to DOE, so I can compare the plans with the LOMR maps. b) The engineer must sign, stamp and date each sheet of the civil plans. c) The Technical Information Report, page 3, Core Requirement #3, is incorrect. Direct discharge is not exempt. Refer to Shoreline Application items 11 and 15F for an acceptable response to Core #3. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 �b't5'ili Ev,:.Ht ..'^c2q #�t;4�t.4lP. �t�s,t�ir�'i�xtnfA.7.i�;zxS':^ Fs}eis;;;tipc, attwato, 11~ 4.3 II. Design Review Application: 1. The facades of the proposed building are well articulated, however there is no modulation for 100 feet long walls on each side. Also, in order to determine how the proposed building fits in with the adjoining development please provide renderings of a perspective view of the subject site and the adjoining properties. z = ce w 2. Please provide materials and color board. 0 0 u� • w J = F- w 0 L Q = • d I— w . 4. Please look into opportunities to connect the north side of the building to the River. One z = possibility may be to provide a pedestrian connection and include a small plaza area with some z O benches along the trail. w • w 5. The details of the screening around the existing sewer lift station show a removable steel railing. p • co Since the location of the station is at the entrance to the building its screening treatment should ° F- be such as to minimize the visibility of the pump station while keeping the scale of screening i v low. Is it possible to use some more decorative railing or is the railing proposed to be painted? u Also, provide details of the landscaping around the screen wall. iii U � 6. Recycling and garbage space must meet minimum requirements listed under TMC 18.52.080 p and TMC 18.52.090. (See attached). 3. Please provide paved pedestrian walkway that connects the hotel and the entrance of the proposed building. Also, please look into the possibility of providing a paved pedestrian walkway from the new public sidewalk along Interurban Avenue to the entrance of the building. In order to minimize the vehicular and pedestrian conflicts provide contrasting materials or colors to distinguish between pedestrian and vehicular circulation areas. 7. The landscape plan submitted with the design review did not show any plantings. The landscape plan submitted with the shoreline permit did not include a legend. The landscaping plan must address the following: a) Perimeter Landscaping: A minimum of 12.5 feet of Type I landscaping is required along the west and south property lines. And a minimum of 5 feet of Type II landscaping is required along the sides. The plant materials for Type I landscaping consist of one tree for 30 lineal feet; one shrub for each 7 lineal feet and groundcover to cover 90% of the landscape area within three years. Type II landscaping consists of one tree for 20 lineal feet, one shrub for each 5 feet and groundcover to cover 90% of the landscape area within three years. b) Interior Parking lot landscaping: A minimum of 15 square feet of landscaping is required for each parking stall. The minimum size for interior parking lot planting island is 100 square feet. Planting islands shall be a minimum of 6 feet in any direction and generally the length of adjacent parking space. Raised curbs or curb stops shall be used around the landscape islands to prevent plant material from being struck by automobiles. A minimum 2 z of one evergreen or deciduous tree is required per landscape island with the remaining area to contain a combination of shrubs, living ground cover and mulch. c) Foundation landscaping must be augmented to soften the large facades. d) Landscaping along the trail must be consistent with the rest of the landscaping along the adjoining properties. e) The plant materials must meet all requirements listed under TMC 18.52.030D including the following: i) A mix of evergreen trees and evergreen shrubs shall be used to screen blank walls. ii) Deciduous trees shall be used to allow visual access to entryways, signage and pedestrian use areas. iii) Evergreen shrubs shall be used to screen parking lots along street frontages. iv) Evergreen trees shall be a minimum of 6 feet in height at time of planting. v) Deciduous trees shall have at least a 2 inch caliper at time of planting, determined according to the American Standard for Nursery Stock. vi) Shrubs shall be at least 18 inches in height at time of planting. III. Additional comments by Public Works related to the building permit: 1. Permit plans must show cross - connection control (backflow prevention) on the water at the meter, on the irrigation, and on the fire line. The plans must show make, model, size, and location for each device. The Reduced Pressure Backflow Assembly on the water supply must have freeze - protection, such as a hot box. 2. The traffic mitigation fee owing for Parcel 1 is $31,483. 3. If the building use includes a restaurant, a grease interceptor must be installed. This requirement will affect the interior sewer plumbing, as only gray water from sinks, floor drains, drains under garbage compactors, is routed through the interceptor. In addition, the sewer connections to the interceptor must be 6 -inch diameter. If you have any questions, you can reach me at 206 - 431 -3685. Sincerely, Minnie Dhaliwal Senior Planner Encl.: Landscape Chapter C: Paul Scanlon, Mulvanny G2 3 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I ' S _s-* i 6r0 &IL HEREBY DECLARE THAT: _qcf) +I. {"'S6 Notice of Public Hearing Project Number: L-o3—`J1f3 / Los _o 5 Determination of Non - Significance Person requesting mailing: l I'l.-«rlii e c 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 1/ J � Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit r 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 S day of/1-1 in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM �liY �' f�': JS' J!�'uY're -• ' w�`�._. '�" • _qcf) +I. {"'S6 Project Name: l I(. TA Project Number: L-o3—`J1f3 / Los _o 5 Mailer's Signature: �/ I) , o■ < Person requesting mailing: l I'l.-«rlii e c Was mailed to each of the addresses listed on this S day of/1-1 in the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM �liY �' f�': JS' J!�'uY're -• ' w�`�._. '�" • City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED AUGUST 5, 2002 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. Steven M. Mullet, Mayor APPLICANT: Dick Hendry LOCATION: 7100 Fun Center Way OWNER OF THE PROPERTY: John M. Huish FILE NUMBERS: L03 -043 (Shoreline), L03 -045 (Administrative Design Review). PROPOSAL: The proposal is to construct a 9700 square feet multi -use building (retail /office /restaurant). OTHER REQUIRED PERMITS: Development Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding Administrative Design Review application in writing to the Department of Community Development by 5:00 p.m. on August 19, 2003. You must submit comments regarding shoreline permit by 5:00 P.M. on September 4, 2003. If you have questions about this proposal contact Minnie Dhaliwal, Planner - in- charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision on this project or obtain information on your appeal rights by contacting the Department of Community Development at 206 - 431 -3670. The decision related to the Administrative Design review is made by the Director of Community Development and may be appealed to the Board of Architectural Review. Decision related to the Shoreline is made by the Director of Community Development and may be appealed to the State Shorelines Hearing Board. The Department will provide you with information on appeals if you are interested. • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 Cpl 111 O 0 3 z n �m >xi NVId 3LS TV MOTO OFT £001 V z line a3A130311 liff D 3 D , P T 03 C C z v �� 11.1111 • STOW* :tea eosavTammT Mal CI :su..I INUIT MO .00.. wanes / \ • • \ •pd 4. -a inPuels sow in Nen 'u 'l'i P G3 tc o+rP .� WAN VINO SNIMIVd - fS00L6 supine MON i i - /i f t / i ce/ / WE1 ,, i 61fQ3 ; / - , � / / 0, e ° � -� �' '� �'/�� m Gull An / / j / / / ' i ce/ / wepue,f tuGn clod 1011 .LZ • \ / ` tesyo Guff ualela8eA.00Z • Glad 145l.tZ NV 1d 311S NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. +4 — luauiesea JGMOd \AZ 1 N. '2><" MO Gull u09ela6.... Ad ` l Gull kliadald /_•, ,/ . / • / % "/ / / / / / / / / /<\ / / / ewl uollela6aA / / / / `z, ,/ \ // / \ / Gun AUGdad G lad l4B!l j / State of Washington County of King City of yila C 14 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan a.ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I -- (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. 3 I certify that on 6C-6 3 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 7/96 AN (7 GJ,¢Y so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number X 0 3 - 0 6/,_; I herewith authorize the City of Tukwila or its representative to remove and immedi ely dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (1 da : of a Notice letter. ,,�� Applicant or Project Manager's Signature On this day personally appeared before me e4H/ .. A /-/C4' to me known to be the individual who executed the foregoing instrument and acknowledged that he /s(ie'.igned the same as his/hit voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this S day of NOTARY PUBLIC in and for the State of residing at I� l,V (a,v My commission expires on ashington S (�i --0 (0 RECEIVED err? OP TUKWILA AUG 0 5 2003 PERMIT CENTER 4. 4"SiJ:gir:.r- "cj Si'2;fiy �: U' a: mji'. �u" Z1i�".'.:. lL' iSDi%.` ��IldtlflNaL + �i�FiP{^t2�:1�iKi�* Au:utx<.rrrs�.w..L.aGs., li�v.: NittSf 3. i:'. bHltal[ YJtiTirMYl�irA ,:. c.SOVrt�r+exf� August 1, 2003 Dick Hendry 7300 Fun Center Way Tukwila WA 98188 City of Tukwila Department of Community Development Steve Lancaster, Director Re: Application for H2 retail/office /restaurant building at 7100 Fun Center Way; File Numbers- Shoreline permit (L03 -043) and Administrative Design Review (L03 -045). Dear Mr. Hendry: The Department of Community Development received your shoreline application on July 22, 2003 and Administrative Design review application on July 24, 2003, to construct a multi -use building at the above referenced property. Based on a review of your submittal relative to those requirements as set out in the Complete Application Checklists for Shoreline Permit and Administrative Design. Review, your applications are deemed complete. Pursuant to Tukwila Municipal Code, a notice of application must be distributed within 14 days of determination of completeness. The next step is for you to install the notice board on the site. You received information on how to install the sign with your application packet. Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me to obtain the laminated notice. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. At this time your applications have been routed to different departments for their review. This determination of complete application does not preclude the City to require that you submit additional plans or information, if such information is necessary to further review the application and ensure that the project meets the substantive requirements of Tukwila Municipal Code. If you have any questions, you can reach me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor 11 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT SHORELINE CROSS SECTIONS RECEIVED JUL 2 2 20031 COMMUNITY DEVELOPMENT Z �Z W'. W 0 :J0: 0 W JI.., L WO. < a . = W I- 0; w. 0 F--' LLI 0 tL�: O Z' W 0 � Z Shoreline Permit Application H 2 Office, LLC Parcel One Shoreline Cross Sections Items 17 A, B, C & D All of these items are covered in other explanations and drawings which are a part of this application package. '.:.k;:!_.i. } i. s.•.:.".:°. 'i::�..�i.t'- ilELiXN�:? }li ^..'�i z e4 2 6 U O; U U cnw W = J WO J u_ Q 9 ' a � z�. Z I-o Z 0 co ❑ I—, w. U' Lit '6i Z U U ' O z H 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT OTHER RECEIVED JUL 2 OMMU 2 2 fl (J3 CN ITY DEVELOPME W re L O 0. N W. w = J N LL; W 0 gQ' = a , I — _ ,. Z �. 0 ; Z I- w w: U � CI W W' I V Z' LlJ H = O Shoreline Permit Application H 2 Office, LLC Parcel One Item Number 18 & 19 This project is subject to Design Review. Attached are proposed lighting fixtures which are consistent with lighting fixtures which have been used at the Family Fun Center and the Comfort Suites Hotel projects. We will use the various fixtures as they apply on this particular project. .y: t:1 ea Light Optics VFT Series, 0' tilt from horizontal Typical isofootcandle distribution at grade Vertical Forward Throw VFT Series (Page 99) the VFT Series features a 70' main beam. Inside the housing, the lamp is tilted rom vertical toward house -side. It provides excellent uniformity and house -side .off, low nadir candlepower and great forward and lateral distribution. A cast - aluminum back box is supplied on 750- and 1000 -watt PSMH, 250- and 400 -watt HPS and 1000 -watt MR fixtures. The VFT Series is ideal for use in wide roadway areas and large parking areas. PR Series, 0' tilt above horizontal Typical isofootcandle distribution at grade Parking /Roadway Light PR Series (Page 100) The PR Series reflector provides wide side to side and moderate front distribution. The 12 -inch square housing has a Type III asymmetric distribution pattern. The 16 -inch square housing is Type III. The 22 -inch square housing is Type II. The PR Series is ideally suited for roadway applications, parking areas or for building- mounted security lighting. Square Tube OV Series, 0' above horizontal Typical isofootcandle distribution at grade Quadrate Vertical and Horizontal Lamp Post Top Lights QV and OH Series (Pages 102 - 103) The OV and OH Series fixtures are available with two mounting styles, and provide great quadrate distribution and unilormities with optimum pole spacings. The medium -base vertical lamp is available in both the Round Tube and Square Tube mount from 50 to 175 watts; 250 -to- 400 -watt mogul -base lamps are available in the Square Tube mount only. The mogul -base horizontal lamp is available from 175 to 400 watts in both mountings; 750- and 1000 -watt lamps available with the Square Tube mounting only. A cast - aluminum back box is supplied on 750- and 1000 -watt PSMH, 250- and 400 -watt HPS and 1000-watt MH vertical lamp fixtures. The OV and OH Series are ideal for parking lots. p r. : -c n. rmP+ Area Cutoff Light AC Series (Page 98) This compact forward -throw reflector has a main beam of 60 from vertical (30' from horizontal), providing wide lateral distribution and improved uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. The AC Series can be used for parking lots, auto sales lots and tennis courts. AC Series, 0' tilt from horizontal, no backlight shield Typical isofootcandle distribution at grade VPR Series, 0' tilt above horizontal Typical isofootcandle distribution at grade Vertical Parking /Roadway Light VPR Series (Page 101) The VPR Series fixture features a 70' main beam. Inside the housing, the lamp is lilted 20' from vertical toward the house -side of the fixture. The Vertical Parking /Roadway is ideal for use in wide roadway areas and large parking areas. It provides good house -side cutoff. low nadir candlepower and great forward and lateral distribution. Round Tube OH Series, 0' above horizontal Typical isofootcandle• distribution at grade 81 C C n z C") .Yna,:r; P,: n f:"Fct '.a'Ma ",*^ 4":,•!". Area Cutoff Light . �y�n f it x This compact forward -throw reflector has a main beam of 60 °+ from vertical (30 from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. Three Sizes: 12' square x 5' deep (305 x 127 mm) 16' square x 6.5' deep (406 x 165 mm) 22' square x 9.25' deep (559 x 235 mm) po 120' aragesii ourmAirmi ,� Nat 20000 '�j�. Candlepower distribution curve of 400W MU 16' Area Cutoff Floodlight. 100 60 60' 40 20' a 20' 40 60' B0' tar 160' 48 8 140' 12.7 120' 36 6 too' 30.5 as 24.4 60' 18 3 . 1 4a 5 12 2 20' 61 0' • 0 m 20' 6.1 40' 122 2/15 244 103 122 61 Om 61 222 163 244 115 Iso ootcandle plot o1400W MH Area Cutoff Floodlight at 25' (7.6 m) mounting height, 0' tilt above horizontal, with backlight shield removed. 98 AC Series 6" Extended Pole Mount BO' 60' 40' 20' 0' 20' 40' 60' 80' BO 4 60' 78,3 40' 20' 0' 20' 40' 60' 80' 24.4 244 18.3 122 6.1 Om 6,1 122 18.3 244 Isolootcandle plot of 175W MH Area Cutoff Floodlight at 15' (4.6 m) mounting height, 0' tilt above horizontal, with backlight shield located for backlight cutoff. 120 100 en 160 160 lea 120 100 80 60 40 20 10 60 40 20 n' 20 40 60 60 100170 549 466 427 36 12.2 6.1 0m 6,1 12.2 183 205 71• 163 12. 61 Om 61 122 60 161 356 315 244 163 122 61 001 61 122 163 744 :05 34. Iso ootcandle plot of 1000W MH Area Cutoff Floodlight at 30' (9.1 m) mounting height, 0' tilt above horizontal, with backlight shield removed. ries Order Information Housing Wattage/ Catalog Prr7tio! Size (sq.) Lamp Number Proee 12' 150WPSMH MAC•615 -M $157 16' 1 320WPSMH AC'632 -M $176 22' 750W PSMH AC'675•M $323 12' 50WMH MAC•405 -D $147 12' 70W MH MAC' 407 -D $147 12' 100WMH MAC'410 -D $147 12' 175WMH MAC'417 -M $137 16' 175W MK AC'417 -M $160 16' 250WMH AC'425 -M $162 16' 400WMH AC '440-M $170 22' 1000W MH AC'499 -M $243 12' 35W HPS MAC:503 -1 $130 12' 50W HPS MAC '505-0 $135 12' 70W HPS MAC'507 -M $135 12' 100W HPS MAC'510 -M $135 12' 16' 16' 150W HPS 250W HPS 400W HPS MAC' 515 -M $136 AC'525 -M $172 AC :540 -M $120 Other lamp wattages available— consult factory i Reduced envelope lamp. ED28 for 320W PSMH and 400W MH: B137 for 1000W MU. Options: (Factory-installed) Change Description Suffix To 277V Reactor Ballast 1rsI.wD11rr 27 120V Reactor ballast (50 -150W HPS 12' housing only) 1 480V ballast P5l45 175.10YJW MO d 70-40367P:77 Quad -volt ballast (125W PSMH & 50 -100W MH only) Tri -volt ballast (320W PSMH, 70 -400W MU & 70 -400W HPS only) (Canada only) Prima# r1dden $6 $/0 $12 7 , 4> Yoke Mount $2 kr 6 = 1/2' Adjustable Fillet $2 1 (12' housing only) K = Round Tube 011- Center $102 Tenon Mount (16' housing only) (For 2 -3/8' or 3' O.D.) M > Round Tube 011- Center $96 Direct Mount (16' housing only) (Direct Fitter for 4' sq. pole) W = Wall Mount $16 (Backlight Shield is standard) 8 = Without Mounting (hardware) $2 Mounting Code (Insert Code at ' In Catalog 0) 1 =1.1/2' Close Pole Mount 2 = 6' Extended Pole Mount 3 = 2' Adjustable Filler NOTE: When using multiple 22' sq. housings al 90' configuration, a special 12' arm is required; see page 124. 5 M T Add Alter Poefiay Suffix fielder deduct $5 deduct $10 Ka adder $4 Ka adder. Single Fuse* (277V Reactor,120V. 277V or 347V) 27. 1, 2 or 6 F $10 Dual Fuse' (208V. 240V or 480V) 3.4 or 5 F $1 2 Quartz Standby (delay - relay type) (includes 10015 0 lamp; io a 277V Reactor) 0 $40 Button Photocell' (Factory - installed with all mountings other than 2' Adjustable Filter) NOTE: n/a on 1000W w /120V: all 480V 27.1.2, 3.4 or 6 P $12 External Photocell' (Factory - installed) (page 107) For fixtures w/1000W. 120V 1 P For fixtures w/480V 5 P $20 • Fixtures with factory- installed photocell and/or use supplied with single voltage ballast. Accessories: (Field - installed) Prctay Pzcjrzta, tP'reftay 12" housing tP•rice 16" housing Puce 22" housing ,' Write Wire Guard FWG -12 5/0 FWG -16 $14 FWG -22 $2s Backlight Shield SBL -12 $4 SBL -16 $4 SBL -22 $6 (standard on AC Series Wall Mount) Ask for details on 60 day no -risk sample orders! (800) 236- 7000; FAX: (800) 236 -7500 www.ruudlighting.com Button Photocell F,I'1-nr(Ie7 ,r Photocell IFttoil-onsMolel on lottuots 6,111rA3,a2ta:.6 ce' Catalog Pzej2atf For fixtures w /120V (n /a on 1000W) PC -1 $S For fixtures w/208, 240 or 277V PC-2 $2 For fixtures w/347V I PC'6 $2 Mountings Page 90 Catalog Number LogicNoltage Suffix Key Page 89 Optical Systems Pages 79-81 Accessories Page 107 Mounting Alternatives Pages 124 -12F Mounting Brackets Pages 126 -12. Poles Pages 128 -13:) 9 Lamp - Included! Vertical Forward Throw Light • s ,•.; *mss yT::. $ The VFT Series fixture features a 70' main beam. Inside the housing, the lamp is ted 20' from vertical toward the house -side of the fixture. The Vertical Forward Throw is ideal for use in wide roadway areas and large parking areas. It provides good house -side cutoff, low nadir candlepower and great forward and lateral distribution. One Size: 22" square x 9.25" deep (559 x 235 mm) Candlepower Distribution Curve of 400W MR Vertical Forward Throw light. Isofootcandle plot of one 1000W MH Vertical Forward Throw Light at 30' (9.1 m) mounting height, 0' tilt above horizontal. VFT Series 6 Extended Pole Mount 120 100' 60 60 40 1.0 120 100 00 60 40 20 20' 40 60 20 0 20 40 60 00' 100 120 .24 36 6 305 24 4 163 122 61 O 61 122 103 60' 244 160 305 366 315 214 103 123 61 Om 61 122 103 244 335 366 Isofootcandle plot of one 400W MH Vertical Forward Throw Light at 25' (7.6 m) mounting height, 0' tilt above horizontal. 120 100' 60' w' .0 20 0 20 40 e0 60 100 120 „a mmo 60 60' 40 20 0' 20' 40 60' 60 100'120' 421 30 6 305 24 4 163 122 Isotoolcandle plot of two 400W MU Vertical Forward Throw Lights at 25' (7.6 m) mounting height, 0' tilt above horizontal. 61 0m 61 122 115 3 244 305 300 140' 42 0/.66 ne:wa.I1/2 x144 41 12216204.'661560 / 356 335244 103 122 61 Om NI 12210324 4 305366 Housing Wattage/ Catalog Pleftatt Mounting Code Size (sq.) Lamp Number P2iee (Insert Code at ' in Catalog #) 22' 250WPSMH VFT•6925 -M $274 1 = 1 -1/2" Close Pole Mount 22' i 320W PSMH VFT :6932 -M $276 2 = 6' Extended Pole Mount 22" j 400W PSMH VFT•6940 -M $2Y1 W =Wall Mount 22' 750W PSMH VFT•675 -M $352 8 = Without Mounting (hardware) 22' t 1000WPSMHVFT'699 -M $371 (factory- drilled) 22" 250W MH VFT'492 -M $262 22" 400W MU VFT'494 -M $270 NOTE: When using multiple 22" sq. housings 22` 1000W MH VFT'499 M $322 at 90' configuration, a special 12' arm is required; see page 124. 22' 250W HPS VFT1592 -M $ 272 22" 400W HPS VF1'594 -M $2t0 Other lamp wattages available– consult factory ► Reduced envelope lamp. ED28 for 320 & 403041 PSMH and 400W MH; BT37 for 1000W PSMH & MH. Options: (Factory - installed) Change Add Atter 7 y Description Suffix To Suffix ,4ddcc 277V Reactor Ballast (Mal OI yi 27 deduct $5 480V ballast 5 u6 guides Tri -volt ballast (Canada only) T as adder Single Fuse* (277V Reactor, 120V. 277V or 347 27. 1, 2 or 6 Dual Fuse' (208V, 240V or 480V) 3.4 or 5 Quartz Standby (delay -relay type) (includes 100W 0 lamp) (n /a 277V Reactor) Button Photocell* 27, 1.2,3, 4 or 6 NOTE: n/a on 1000W w /120V; all 480V External Photocell' (Factory- installed) (Page 107) For fixtures w /1000W,120V For fixtures w /480V • Fixtures with lactory- installed photocell and/or fuse supplied with single voltage ballast. al 2- Level available – consult factory Accessory (Field - installed) Catalog Number Prow/ Pace Backlight Shield SBL -22 $6 Mountings Page 90 Catalog Number LogicNoltage Suffix Key Page 89 Optical Systems Pages 79-81 Accessories Page 107 Mounting Alternatives Pages 124 -125 Mounting Brackets Pages 126 -127 Poles Pages 128 -133 4" (102 mm) No- priced catalogs available (800) 236 - 7000; FAX: (800) 236 - 7500 www.ruudlighting.com F 0 P 1 P 5 P /Main 6,154,, rlddes $6 5,0 $16 $2 $10 Sir $40 $12 $16 $20 Cutaway view of a 1000W MU Vertical Forward Throw light, showing the lamp positioned 20' from vertical and the main beam directed 70' from nadir. 4' sq. x 2.5` H (102 mm x 64 mm) cast aluminum, gasketed box supplied on 750 and 1000W PSMH, 1000W MH and 250 -400W HPS fixtures. 99 —1 - -• O co '— C cro tZ C C Parking/Roadway Light tf l ei The 12 -inch and 16 -inch housings of the Parking/Roadway Light have a Type Ill asymmetric distribution pattern. The 22 -inch housing has Type II asymmetric distribution. Ideally suited for roadway applications, parking areas or tor building - mounted security lighting. Three Sizes: 12' square x 5' deep (305 x 127 mm) 16' square x 6.5' deep (406 x 165 mm) 22' square x 9.25' deep (559 x 235 mm) Typical Candlepower Distribution of 400W HPS Parking /Roadway Light. 100' B0 60 40' 20' 0' 100 80 20 0' 20' a0 80 100 100 20• 40 60' 80 100' 305 . 2a 4 16.3 12.2 6.1 0m 61 12.2 16.3 24 4 305 305 244 10.3 122 61 0m 61 122 183 244 305 Iso ootcandle plot of one 400W HPS Parking /Roadway light at 30' (9.1 m) mounting height, and 0" tilt above horizontal. PR Series 6" Extended Pole Mount r4 0 1 1 4 7 .1 AIN Iamb 'tiff tag W Typical Candlepower Distribution of 150W HPS Parking /Roadway Light. BO' 60' 40' 20 80• 6a 40 20• 0 20' 40 60 80 0' 20 40 60 80• [sofootcandle plot of one 150W HPS Parking /Roadway Light at 20' (6.1 m) mounting height, and 0' tilt above horizontal. iy 24 4 18.3 12.2 6.1 O m 6.1 12.2 183 24 4 44 10.3 12.2 61 0m 6.1 122 183 24.4 rder Information Housing Wattage/ Catalog Size (sq.) Lamp Number 16' { 320W PSMH PR' 632- 12' 50WMH MPR'40 12' 70W MN MPR' 40 12' 100WMH MPR'41 12' 175W MEI MPR'417 -M $127 16' 175W MH PR'417 -M $145 16' 250W MH PR'425 -M $747 16' 400WMH PR' 440-M $751 22' 1000W Mil PR' 499 -M $262 12' 35WHPS MPR'503 -1 $120 12' 50WHPS MPR'505 -D $125 12' 70WHPS MPR'507 -M $125 12' 100WHPS MPR'510 -M $125 12' 150W HPS MPR'51 16' 250W HPS PR'525 -M 16' 400W HPS PR' 540- 12' 150W PSMH MPR' 615 -M $147 1 = 1 -1/2' Close Pole Mount M $16/ 2 = 6' Extended Pole Mount 5 -D $137 3 =2 Adjustable Filler 7 -D $137 4 = Yoke Mount 0 -D $137 6 =1/2' Adjustable Filler Other tamp wattages available- consul! Iaclory I Reduced envelope lamp. ED28 for 320W PSMH. Options: (Factory- Installed) Description 277V Reactor Ballast (PSMH only) 120V Reactor ballast (50 -150W HPS 12' housing only) 480V ballast 1320W PSMH. 175 - 1000W MN a 70-1oornv HPS only) Quad -volt ballast (50 -100W MN only) Tri -volt ballast (320W PSMH, 70 -1000W MN & 70 -1000W HPS only) (Canada only) Pr 464y Mounting Code Pfepdy Price (Insert Code at ' In Catalog M) ridden $6 $ 10 $ 1P Sr Sr Single Fuse' (277V Reactor, 120V 277V or 347V) 27. 1, 2 or 6 Dual Fuse' (208V, 240V or 480V) 3.4 or 5 Quartz Standby (delay - relay type) (includes 100W 0 lamp) INa 277V Reaunr) Uptight Lens Frame (12' housing only) = Round Tube Ott- Center $108 Tenon Mount (16' housing only) (For 2.3/B' or 3' O.D.) M = Round Tube 011- Center $96 Direct Mount (16' housing only) W = Wall Mount $16 6 = Without Mounting (hardware) $2 (factory- drilled) 5 -M $126 $/57 NOTE: When using multiple 22' sq. housings M at 90' configuration, a special 12' arm is required; see page 124. 22' 1000W HPS PR' 599- $3 2""2 Change Suffix To 27 1 5 M T Add After Suffix F F 0 U Prt4q ridden deduct $5 deduct $/0 era addax $4 era ddde: Button Photocell' (Factory - installed with all mountings other than 2' Adjustable Fitter) NOTE: n/a on 1000W w /120V; all 480V 27.1.2.3.4 016 P External Photocell' (Factory- installed) (page 107) For fixtures w/1000W, 120V 1 P For fixtures w/480V 5 P • Fixtures with factory- installed photocell and /or fuse supplied with single voltage ballast. Accessories: (Field - installed) Acf€eq Poefldy 12" housing Price 16" housing Prier Wire Guard FWG -12 $70 FWG -16 $14 Backlight Shield SBL -12 $4 SBL -16 $4 Button Photocell (Feid-nsiSIIeO on lobes 6,75 2' A5jus!abbo Fone') Catalog 4 For fixtures w /120V (n /a on 1000W) PC -1 For fixtures w/208, 240 or 277V PC -2 For fixtures w/347V ! PC'6 Mountings Page 90 Catalog Number LogicNoltage Suffix Key Page 89 Optical Systems Pages 79 Accessories Page 107 Mounting Alternatives Pages 124 - 125 Mounting Brackets Pages 126 - 127 Poles Pages 128 -133 Product information available on our web site! (800) 236 -7000; FAX: (800) 236- 7500 www.ruudlighting.com $76 $20 $12 P efray 22" housing PT ec FWG -22 $28 SBL -22 $6 Pnc0a y Aztec Sr )) 1 li IC a 2 10 H 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT SHORELINE SITE PLAN E i I\fl DEVI OMMUNk1Y DEVELOPMENT :Ms .... iF- Q � Q � J U; 0 0 ' U 0 W = • L W O gJ co ▪ d I— W I-0 z �—'. U • 0, O H W , F O ; W Z' O ~' co Z Shoreline Permit Application H 2 Office, LLC Parcel One Shoreline Site Plan Item Number 16 Included here are two sets of drawings, one a Site Plan and the other is a drawing reflecting the overall 14 acre project. The site plan reflects the 40' river, 100' low impact and 200' high impact areas. It also shows public access and access from the property to the bike trail, construction area, parking, loading and service area and bike racks. The other drawing shows maintenance road access to the bike trail, and the existing top of bank, riverbank toe, mean high water mark and base flood elevations which were described in item 161-1. z Z UJ C4 2 6 Uo U) o . 111 • = J 4 • LL w0 2 J: w a 9_ a I- _ z � 1- 0 Z 1 W n o' o `� ww L I o ..z U =; 0 z II 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT LANDSCAPE PLAN RECEIVED ■JUL 2 2 2031 COMMUNITY DEVELOPMENT Z • W ▪ 2 J U U 0; co O W I W O H . ;U U; 0 -i W 2 - 0 Z LLI 0 Z Shoreline Permit Application H 2 Office, LLC Parcel One RECEIVED 'JUL 2 2 2003; DEV E L OPMEN T The attached landscape plan reflects planting for this project consistent with that which has been used both at the Family Fun Center and the Comfort Suites Hotel. There are no trees on the landward side of the bike trail where the construction will take place. There are however some pines and other larger trees on the riverside of the bike trail which will be retained. Some of these trees are many years old and have trunks larger than 4" in diameter. It is our intention to retain all of these trees. The construction of the bike trail bridge over the green river may require that some of these trees be removed. That is beyond our scope with regards to this project. To our knowledge there are no sensitive areas other than along the riverbank which we will not be intruding on at all. Our work will all take place on the landward side of the bike trail which is some 60 + feet from the river. H 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT CIVIL PLANS RECEIVED vJUL 2 2 2003 COMMUNITY DEVELOPMENT Shoreline Application: Item Number;11 and 15F.' At the inception of the overall development of the approximate 14 acre project, requirements set forth by the City of Tukwila, based on King County design criteria were provided to handle drainage runoff based on a 100 -year/7 day storm event, in addition to flood storage compensation for the portions of development of the existing site that was then used as flood storage area. A riverbank cutback and the habitat pond were designed to meet that requirement. An on -site storm drainage conveyance system was developed to direct all drainage toward the river cut -back area. A drainage splitter device directs a portion of the flow into a treatment feature with the rest bypassing directly into the river. The treatment of on -site storm drainage runoff is provided in the form of a biofiltration Swale which treats the 2 -year 24 -hour storm events. Itei t Number 15H and 16A The 100 year flood elevation has been calculated at 21.9 +- and the 500 year flood level calculated at 22.0+ - as shown of FEMA documentation. The ordinary high water mark was marked by Mr. Bill Railton, certified professional wetland scientist ( #245 SWS) and Mr. Gary Schultz, urban environmentalist with the City of Tukwila. That elevation was determined to be 8.41 based on a survey by Barghausen Consulting Engineers, Inc. The mean high water mark is at 18 + -. The building elevation is at 29.0 + - which is well above any flood level. Item Number 14C The landscape plan reflects a few trees on the river side of the bike path that are over 4" in diameter which will be retained. We will not be removing any trees from the site. 7.0 , Shoreline Application Permit H 2 Office, LLC Parcel one Item Number 15 C, D, E, H, I & J The topography of this site is flat. There will not be a necessity of doing any grading, cutting or filling on the site other than to grade the dirt from the footings. Construction limit lines are reflected on the civil drawings. The 100 year flood plain boundary and elevation is shown on the drawings for the SHORELINE SITE PLAN. Footprints for the proposed building and retaining walls are also shown on the civil drawings. z Z : W U O cn W W = J r. N u. . W 0; Q : co = d . z 0 z I- UJ W U; - O Z . W O ~. z .t_,_ t:.::t_t:_.,h;.i2:m..: _'*�-i -. .: wu ✓.J(*, Lis...:; u: rr�n....« x:..... ��.: trw': i.. 1. �ru li;:�:::J,}1.iv='iii4i..Y�}i(, , 64:■1: • • II 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT APPLICATION MATERIALS RECEIVED P JUL I 22 2003) COMMUNITY DEVELOPMENT • • 4 ', .„ , . • < • I ' CL O 0 • W W i- -I 1.- Lu 0 • < cs. w Z I- 0 Z ILI Li' 2 a 0 O Ea ,c) 1.11 L u • 0 L I 0 . Z CU u) 0 = O Z , SEPA Addendum, July 8, 2003 7. Do you know whether applications are pending for governmental approvals directly affecting the property covered by your proposal? RECEIVED WWULU 2 2' 20031 COMMUNITY DEVELOPMENT z SEPA PERMIT APPLICATION 7100 FUN CENTER WAY z 6 A. Background: o o co LU Name of Proposed Project: Mixed use Retail/Office/Food Service N IL w 1. Name of Applicant: 112 Office LLC. 2 u_a 2. Date Checklist prepared: 6 -10 -2003 d • w 3. Agency requesting Checklist: City of Tukwila z o z 4. Proposed Timing and Schedule: Finish site grade work August 2003 w start construction October, 2003, finish project in February, 2004. � p o - 5. Do you have plans for any future additions, expansion, or further activity w w related to or connected with this proposal? With the completion of this complex, the development of the 14 acres will be complete with the o exception of periodic updates to the attractions at the Family Fun w Center P P 1— z 6. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Extensive environmental work has been completed, and reports prepared with regards to this parcel plus, the two adjacent parcels of property, the Comfort Suites Hotel and the Family Fun Center. (a.) A.G.I. Environmental Audit 04/26/89 (b.) GeoTech Consultants Phase I1 Environmental Site Assessment (E.S.A.) 06/17/94 and 07/07/94 addendum. (c.) GeoTech Consultants Phase II (E.S.A.) 01/24/97 (d.) GeoTech Report by Geo-Engineers dated 6130/97 (e.) Traffic Study by Entranco Engineers dated 6/30/97 (f.) Revised Traffic Study by Entranco Engineers dated 11/09/2000 (g.) Associated Earth Science Geotech report dated 11/15/2000 (h) GeoTech Report by Geo-Engineers dated 11 -15 -2002. (i.) Revised Traffic Study by Entranco Engineers dated 3/03/03 There is a shoreline permit application for the Interurban Ave. Bridge widening and bike trail extension over the Green River adjacent to the property. 8. List any government approvals or permits that will be needed for your proposal. This site was approved for a restaurant under the original SEPA and Shoreline permit. Common infrastructure and shoreline enhancements have already been built according to the original plans and approvals. Due to the change of use and design, reapplication for SEPA Determination, Shoreline Substantial Development Permit, Grading Permit, Building Permit and Board of Architectural Review Permit will be required. 9. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. This will be a building of approximately 9,700 sq. ft. on 2.56 - acres. It will be a one -story building to be used for retail, office and food service with adequate parking, according to code, and landscaping. 10. Location of the proposal, Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, the tax lot number, and section, township and range. If a proposal would occur over a range of area, provide the range boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 7100 Fun Center Way, Tukwila, WA. 98188. Adjacent to the Comfort Suites Hotel and the Family Fun Center at Interurban and Grady Way 11. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. The property abuts the Green River along the North boundary. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (bold one). Flat, rolling, hilly steep slopes, Mountainous, other. Flat. b. What is the steepest slope on the site, (approximate percent of the slope). The site is flat except for that portion of the parcel that abuts the Green River where the slope at places is quite steep. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Silty sand and silty gravel fill overlaying alluvial sand and silt with some organics z ~ w d. Are there surface indications or history of unstable soils in the - o immediate vicinity? There is no surface indication or history o o of unstable soils. w w J H e. Describe the purpose, type and approximate quantities of any U) o filling or grading proposed. Indicate source of fill. The property w is basically flat. There will be some grading to spread excavation for the building footings and parking lot drainage. There will be a small amount of base brought on site for the pad for the building. - d = z � o . f. Could erosion occur as a result of clearing, construction or use? L No. o • a g, About what percentage of the site will be covered with impervious ° 1 = surfaces after project construction (for example, asphalt, or • 0 building)? About 70% u. o z h. Proposed measures to reduce erosion or other impacts on the earth. Cu if any. The site is basically flat. We will provide silt fence and z 1— straw bales to control runoff into the river. 2. Air: a. What types of emissions would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Only minimal emissions from grading equipment and trucks making deliveries during construction and normal auto emissions from autos once the facilities are open. b. Are there any of site sources of emissions or odors that may affect your proposal? If so, generally describe. The Renton City Sewage Treatment Plant does emit odors, which from time to time, depending on wind conditions, are quite offensive. c. Proposed measures to reduce or control emissions or other impacts to air, if any. None b. GROUND 3. Water z a. Surface cc w 1. Is there any surface body of water on or in the immediate 6 vicinity of the site, (including year -round and seasonal streams, o o salt water, lakes, ponds, or wetlands)? If yes, describe type and v w provide names. If appropriate, state what stream or river it flows into. The Green River flows along the North border u) o of the property 2 r g J . 2. Will the project require work over, in or adjacent to, (within c 200 feet) of the described waters? If yes, please describe and a I w attach available plans. The parking lot and a portion of the z = building will come within 200 feet of the river. z o 3. Estimate the amount of fill and dredge material that would be 2 o placed in or removed from surface water or wetlands and o N, indicate the area of the site that would be affected. Indicate ci i— the source of the fill materials. None = 0 4. Will the proposal require surface water withdrawals or z ili 0 d) iversions? Give general description, purpose, and o approximate quantities, if known. None o 1— z 5. Does the proposal lie within a 100 -year floodplain? If so note location on the site plan. Yes. Noted 6. Does the proposal involve any discharges of waste? materials to surface waters? If so, describe the type of waste and the anticipated volume of discharge. None 1. Will ground water be withdrawn, or will water be discharged to ground water? If so, describe the type of waste and the anticipated volume of discharge. None 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage, industrial, containing the following chemicals; agricultural etc.) Describe the general size of the system, number of such systems, the number of houses to be 4. PLANTS: 5. ANIMALS: served (if applicable), or the number of animals or humans the the system(s) are expected to serve. None c. WATER RUNOFF (INCLUDING STORM WATER) 1. Describe the source of runoff (including storm water) and the method of collection and disposal, in any (including quantities if known). Where will this water flow? Will this water flow in into other waters? If so, describe. There will be storm water runoff that will discharge into an existing bio- filtration pond with oil/water separator, that has been designed and engineered to satisfy the needs of the total project. The water will then flow into the Green River. 2.. Could waste materials enter ground or surface waters? If so, generally describe. No d Proposed measures to reduce or control surface, ground and runoff water impacts if any. Through the bio-filtration pond. a. List types of vegetation found on the site. The site at the present time is cleared except for hydro-seed which was spread for erosion control. On the river bank north of the bike trail there are some pine and deciduous trees that are native to the area. There are also some wet soil plants. b. What kind and amount of vegetation will be removed or altered? None c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of any native plants, or other measures to preserve or enhance vegetation on the site, if any. Landscaping will generally be the same as that used at the Family Fun Center and the Comfort Suites Hotel. a. Circle or bold any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Geese Mammals: Deer, elk, bear, beaver, other. Rabbits. Fish: Bass, salmon, trout, herring, shellfish, other. b. List any threatened or endangered species known to be on or near the site. Chinook salmon have been listed as a threatened species. c. Is the site part of a migration route? If so, explain. Chinook Salmon travel through the Green River on their way to and from the Puget Sound. d. Proposed measures to preserve or enhance wildlife, if any: Extensive mitigation work was done along the Green River in relation to the three parcels of property, the Family Fun Center, Hotel and this complex when the Fun Center was built. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and natural gas will be used for light and heat. b. Would your project affect the potential use of solar energy by adjacent properties? If so, describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Requirements of Washington State energy code will be met, including energy efficient lighting for building and site, insulation measures, and and energy efficient HVAC. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste that could occur as a result of this proposal? If so, describe. No 1. Describe special emergency services that might be required. Fire/First Aid/Police in emergency cases. z b. Noise z 3--w re 1, What types of noise exist in the area, which may affect your 6 project (for example: traffic, construction, operation, other)? o o o Freeway traffic on SR 405 and car and truck traffic on Grady u) W Way and Interurban Ave. LIJ = 2. What types and levels of noise would be created by or associated W o 1 with the project on a short-term basis (for example: traffic 5 construction, operation, other)? Indicate what hours noise would u_ come from the site. Construction will generate minimal noise = a and traffic in and out of the site. Z z r 0 3. Proposed measures to reduce or control noise impacts, if any. None z F- 8 LAND AND SHORELINE USE: _ • ° U O " O H L a. What is the current use of the site and adjacent properties? This _ site is vacant. It had been planned for a restaurant to - E- Li. compliment the Hotel and the Fun Center. To the East is the _ z Family Fun Center and Hotel, to the North is the Green o River and an office park, to the West is Interurban Ave. and o to the south is SR 405. z yi# r& a L s 2. Proposed measures to reduce or control environmental health hazards, if any. None b. No question. c. Describe any structures on the site. None d. Will any structures be demolished? No e. What is the current zoning classification of the site? C/L-I f. What is the current comprehensive plan designation of this site? Commercial/Light Industrial. g. If applicable, what is the current shoreline master program designation of the site? Urban Shoreline. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Approximately 25. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any. None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses, if any. The site is zoned commercial, which applies to this project. To the North, across the Green River is the Fort Dent Way office complex. Along Interurban Ave./ West Valley Highway are retail, office and eating establishments. To the Southwest is the South Center Mall. Thus the project is compatible with adjacent land uses. 9. HOUSING a. Approximately how many units would be provided? None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None 10. AESTHETICS: a. What is the tallest height of any of the proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? The tallest height would be approximately 25 feet. The exterior will be stucco or E.I.F.S. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. There will be ample landscaping around the building, in the parking lot and along the river walkway/bike path with subtle lighting around the complex. The project will be reviewed for compliance with Tukwila design standards. 11. LIGHT AND GLARE: a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot and building lighting will be controlled by downward, shielded lights to contain light on the site. Lighting will occur at night. b. Could light or glare from the finished project be a safety hazard or interfere with views? No z Q�.: ,+ z c. What existing off -site sources of light or glare may affect your w 6 proposal? None. 6 v 0 d. Proposed measures to reduce or control light and glare impacts. v i i w Downward focus and cut -off shields at the perimeter will contain the direct light on site. w o w 2 12. RECREATION: LI. a = w a. What designated and informal recreation opportunities are in the z i immediate vicinity? Family Fun Center to the East, Fort Dent z o Park and the bike path along the Green River to the North. w w D o b. Would the proposed project displace any existing recreational o uses? If so, describe. None ° h- . w w U c. Proposed measures to reduce or control impacts on recreation, u o including recreation opportunities to be provided by the project z id co or applicant, if any. None O I-- 13. HISTORIC and CULTURAL PRESERVATION: a. Are there any places or objects listed on or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence or historic archaeological, scientific, or cultural importance to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any. None 14. TRANSPORTATION: a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plan if any. The site is served by Grady Way and Interurban Ave. • "a:'4xl sttafld. - ' " Al:sa iri`ir' ' ;.k'4;mNi�luaktaau:nr' - .+:.AA.A: •w.++u' W.w.«,., z b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. The closest z stop is approximately 600 feet to the North on Interurban Ave. = w c. How many parking spaces would the completed project have. How 6 re D many would the project eliminate? No spaces will be eliminated. C o The project will have approximately 85 spaces. w w �E d. Will the proposal require any new roads or streets or improvements to c- wo to existing roads or streets, not including driveways? If so, 2 generally describe, indicate whether public or private. No g Q co n e. Will the project use (or occur in the immediate vicinity of) water, z w rail or air transportation? If so, generally describe. No Z w F-- o f. How many vehicular trips per day would be generated by the w w completed project? If known, indicate when peak volumes will 2 o occur. See attached traffic study by traffic engineer. o cn w W I- li. o w Z U 1 . ± . g. 15 PUBLIC SERVICES: 16. UTILITIES: with site access from Fun Center Way. The main freeway adjacent to the property is SR 405. See site plan. Proposed measures to reduce or control transportation impacts, if . any. None a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other )? No additional services should be required. b. Proposed measures to reduce or control direct impacts on public service, if any. None, except preventive design in fire protection, landscape and building design that is not conducive to criminal activity and hiding places. a. Bold utilities currently available at the site: Electricity, natural gas, water, refuse service, telephone, sanitary sewer. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity, which might be needed. z C. SIGNATURE; Signature Date submitted: 74 2 A3 Electricity and natural gas by Puget Sound Energy, water, refuse, and sanitary sewer services from the City of Tukwila, telephone service by Qwest Communications. The above answers are true and complete to the best of my knowledge. I Understand that the lead agency is relying on them to make its decision. 4 H 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT PROJECT DESCRIPTION AND ANALYSIS RECEIVED rJULL 2 2 2003 COMMUNI I 'i D EVE L OPMENT �...k'.i 4.s .�•:j%4'.:. 'a•h .i.f�..y �L; u�a✓:.::';'t«S;'/Jts Lti J.�i1�.u..�fr.i.rwu. �. w..na+1. �N:'.t1.<r.z ).�vn. �..... •Wes J UO N 0. W = • J I- W O lL Q` W z' I- O'.. Z I- LI w: U •;O N :0 H.. AU :2 U, • Z U w ' .O •Z . RECEIVED 0JUL1 2' 2O J MUNITY I. Project Description: DEVELOPM NT This project involves the development of the last part of a three parcel development that includes the Family Fun Center, the Comfort Suites Hotel and z this project, a mixed use retail, office, and food service building. 1 w a: 2. Approvals: D In 1998, the Family Fun Center applied for and received approval for the o o o development of approximately 13 acres of property situated on the North side of N w Interstate 405 between Fun Center Way and the Green River in the City of -I '- Tukwila, King County, Washington. `) o III 2 3. What was here: g About half of the property was an abandoned pasture with some brush and grass w D cover. There were also areas with stands of trees and other shrub -scrub mix most = w of which were adjacent to a number of abandoned homes and an old dairy on the Z = property. In this mix were also large sections of blackberry bushes. The most z o part of the property had been seriously degraded and impacted with little value to w W wildlife. Throughout the site were upturned soils and human spoils. For a period 2 o of years a portion of the property had been used for the storage of old wrecked o 0 vehicles and boats. Some of the structures on the property were used for vehicle o I- repair. There was evidence of environmental comprise. There was also a large i al Red Barn and some horse corrals. Additionally, there was a large area used to ,!— L o stockpile old concrete, rock, soil and slag. The property, being adjacent to the z Burlington Northern and Santa Fe railroad tracks, provided an attractive "stop o co over spot" for those who "rode the rails ". This was a cause for concern because o I- of the evidence of open fires in and around the abandoned houses. z SHORELINE PERMIT APPLICATION The property sits adjacent to the Green River and a substantial portion of the riverbank was overgrown with Himalayan blackberry, which provided very poor structural diversity and virtually no woody cover into the river. Several locations within the buffer region of the river showed signs of spoilage with the presence of human refuse. These areas tended to compromise the quality of the buffer and acted more as a detriment to the Riverine system than a benefit. 4. Who had input in developing the site plan: In connection with the development of the property, representatives of a number of departments, agencies with jurisdiction, and the City of Tukwila met with representatives of the Family Fun Center. The following were represented: Washington State Department of Ecology Puget Sound Air Pollution Control Agency Washington State Department of Fish and Wildlife Washington State Office of Archeology and Historical Preservation King County Health Department U. S. Army Corps of Engineers King County Department of Natural Resources -Water and Land Resources Division Muckleshoot Indian Tribe Fisheries Department City of Tukwila 5, What we wanted to do: Develop the property with a Family Fun Center, hotel and another development. The Fun Center and the hotel have been constructed and the next development is an approximate 9700 square foot multi purpose food service /office /retail building In order to accomplish this, we set the following goals, using as criteria, Washington State Administrative Codes: We restored degraded portions of the reparian vegetation back to high quality vegetation structure and created like habitat where none existed. We cleaned up existing environmental concerns and restored and enhanced the riverbank to provide a well- structured and functionally valuable habitat for terrestrial and aquatic wildlife. We replaced lost 100 -year flood storage capacity reduced by the development of the property We improved the quality of the overall environment of the property and that portion of the Green River adjacent to it. 6, How we started: Geo Engineers did extensive testing for soil and ground water invasion contaminants with borings and pits. A number of criteria for conformance were presented. Performance Abatement Services, under permits received from Puget Sound Air Pollution Control Agency removed all of the asbestos materials in accordance with standard practices prior to the demolition of any structures. An historical report was prepared and submitted to the Office of Archeology and Historical Preservation on the Red Barn prior to an arson fire that destroyed the structure, The remediation plan and clean -up was developed and regulated by the Department of Ecology under their Voluntary Cleanup Program and containments on the site were taken care of by capping and evacuation. Monitoring wells have been drilled on the site. A nationwide 27 Wetland and Reparian Restoration and Creation Activities Section of the Clean Water Act was received. We replaced lost 100 year flood storage capacity, a riverbank shelf and off - channel fisheries habitat pond engineered by Barghausen Engineering was K Y.w,wkY.r constructed. The shelf was constructed a 9. The Ordinary High Water Mark of the Green River at the development site was determined to be 8.4. In addition, log snags were placed in the Green River at established intervals. All of this was designed with input from the City of Tukwila, the State Department of Fish and Wildlife } w and the Muckleshoot Indian Tribe Fisheries Department, to create low flow pockets that provide refuge and holding areas for juvenile and mature fish in 6 this stretch of the river. o o co o LLI Wetlands Resources did an extensive biological analysis for the riverbank restoration and habitat enhancement. In connection with the City of Tukwila, u- they supervised the work along the Green River to comply with the Mitigation w Standards of the Corps of Engineers, Department of Natural. Resources, and the 5 Department of Fish and Wildlife. u co = w 7. What we did: z � Upon receiving necessary permits, work was started. Earthwork was done to o move a large stockpile at the easterly portion of the property, Approximately w 50,000 cubic yards of relocated materials and 10,000 cubic yards of imported soil were used to level the property and prepare for construction. o Two traffic impact studies were completed by Entranco Engineers for the = w proposed project. Traffic circulation and levels of service issues were examined o and criteria were established. Work was completed to meet City standards and - z mitigation fees were paid. co Extensive work along the shoreline was undertaken under the direction of Geo- z Engineers, the City of Tukwila, Barghausen Engineers, Weisman Design Group, State Department of Fish and Wildlife, and the Muckleshoot Indian Tribe, Fisheries Department. A substantial portion of the bank was stripped of invasive blackberry bushes, The majority of the stand of native willows was retained. A 500 -foot long riverbank cutback above the ordinary high water mark and an off - channel fishers habitat pond to replace lost 100 -year flood storage capacity was constructed. This also created low flow pockets to provide refuge and holding areas for juvenile and mature fish in this stretch of the river. Large woody snags were incorporated into the bench and in the off-channel pond to add further habitat value. The shelf was also planted with a mix of native trees and shrubs suitable to this new environment. The side slopes of the shelf to the ridge of the buffer were also planted with native trees, shrubs and grasses. Each summer for the past four years, we have had a crew go over the riverbank to remove any invasive non - native growth and replant any trees and shrubs that needed replacement. We also planted additional willows each year. ryn�Tix...sr.15�1- The off - channel fisheries habitat pond was constructed with a bottom level of 6 with a narrow channel connecting to the Green River at 4. Woody debris habitat structures and a portion of the pond were lined with four to six man rocks for stability and habitat enhancement. The banks were planted with native trees, shrubs and grasses for further fisheries benefit. z _t- w 6 00 co o co in J = U w w A sanitary sewer pump station was designed and constructed on the property to g serve the needs of the three sites. It was connected to the City's sanitary sewer u lift station in Fort Dent by force main. A $46,000 contribution was made to the = d III City as a share of the costs to upgrade the lift station. Z In addition to paying traffic mitigation fees to offset concurrency improvements w o 0 along Interurban Avenue, extensive improvements including curb, gutter, w sidewalk, street widening and paving, storm drainage, street lighting and signage 8 were provided along Fun Center Way. We just recently signed a Letter of ° 1- Request for Street Improvement and Utilities Turnover under Permit = 0 No. M198 -0163 for Site Location 7100- 7200 -7300. Fun Center Way to the p = City of Tukwila. The value of the assets transferred were $37,045.00. - z w UN A public trail easement for the construction of a city walking and bike trail o -I was granted around the boundary of the site to provide a link between Tukwila's z Interurban and River Trails. The Family Fun Center's part of the trail has been constructed in accordance with a letter of agreement with the City. The City has bids out for the completion of its part of the trail work and connection to a planned pedestrian bridge over the Green River. The work is projected to be done in connection with the widening of the Interurban Avenue bridge over the Green River and is projected for completion in the summer of 2004. Storm water runoff from the total sight is treated with oil /water separators and a 200 foot biofiltration swale. The swale is designed to meet requirements for the treatment of the 2- year /24 hour post- development storm event as required by the Tukwila Storm and Surface Water Ordinance prior to discharge into the Green River. A flap -gate prevents infiltration into the on -site drainage system during high river flow events. An HPA was received for this work. We recognize that we have a stewardship to preserve the natural character and to protect and enhance the resources and ecology of this part of the shoreline. We have spent a good deal of money and time over the past five years providing a natural habitat for fish, birds and wildlife by cutting back invasive blackberries and non - native vegetation and planting additional native trees and shrubs. We have been pleased to see the beginning of our efforts. This past year we have noticed a dramatic increase in the numbers and variety of birds and wildlife in this area. As the trees and shrubs continue to grow and mature, we see this part of the shoreline again becoming what it was many years ago. H 2 OFFICE LLC PARCEL ONE SHORELINE PERMIT SENSITIVE AREA PLANS RECEIVED 'JUL' 2 2 2003 COMMUNITY DEVELOPMENT ... :.j�.:��y: v _.: ,, ayx ✓,s:s t ,:Iaw�:.,...:.:.i, ;r:v:n�.n.:r wse_:s,;.a.n.�.....a ..,,.,� >:t, Q Z ; W ce 2, 6 -J 0: 0O' CO C cow: W =; CO u W O g Q . a = • I- _. 1--O Z I--. ,C) ID I- W W . lL F- - O, O • Z Shoreline Permit Application H 2 Office, LLC Parcel One Item Number 11 and 15F At the inception of the overall development of the approximate 14 acre project, requirements set forth by the City of Tukwila, based on King County design criteria were provided to handle drainage runoff based on a 100 - year /7 day storm event, in addition to flood storage compensation for the portions of development of the existing site that was then used as flood storage area. A riverbank cutback and the habitat pond were designed to meet that requirement. An on -site storm drainage conveyance system was developed to direct all drainage toward the river cut -back area. A drainage splitter device directs a portion of the flow into a treatment feature with the rest bypassing directly into the river. The treatment of on -site storm drainage runoff is provided in the form of a biofiltration swale which treats the 2 -year 24 -hour storm events. Item Number 1511 and 16A The 100 year flood elevation has been calculated at 21.9 +- and the 500 year flood level calculated at 22.0 + - as shown of FEMA documentation. The ordinary high water mark was marked by Mr. Bill Railton, certified professional wetland scientist ( #245 SWS) and Mr. Gary Schultz, urban environmentalist with the City of Tukwila. That elevation was determined to be 8.41 based on a survey by Barghausen Consulting Engineers, Inc. The mean high water mark is at 18 + -. The building elevation is at 29.0 + - which is well above any flood level. Item Number 14 A, B&C To our knowledge, there are no sensitive areas within this project other that that which is riverward of the existing bike trail. We have no plans to do any work on that side of the bike trail. Our work will all take place on the landward side of the bike trail, some 60 + feet from the river. That work will entail some landscaping, curbs and parking lot paving for this project. The landscape plan reflects a few trees on the river side of the bike path that are over 4" in diameter which will be retained. We will not be removing any trees from the site. Family Fun Center 7300 Fun Center Way Tukwila, WA By: Bush Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington (206) 323 -4144 (206) 323 -7135 Fax BRH Job No. 2003063 -00 July 15, 2003 Technical Information Report Retaining Wall Design RECEIVED JUL 22' 20031 COMMUNITY DEVELOPMENT EXPIRES 3/6/ ` .:+''i:t(n`prkiul'i•.'e. %.+w4 •ui: : e.1e✓ "I' ,, ,•• :l v:'l:.'a5Y.1•:.aL . o,: Table of Contents Project Description / Requirements Retaining Wall Design Appendix A — Conveyance Calculations Appendix B — Drainage Basin Maps Appendix C — Operations and Maintenance Appendix D — TIR Worksheet 3 6 ;.1. ;.:4 :4 w.ac.'4.4:u- 4:44.44U14. z. w , 0 .00. .0 w z JI" w' W co a J; d ° w . 2' Z �` I O Z I - : W w, 0 0 I- LU w , W P ,z 1= 2 t 0 F- Z Drainage Narrative: The site is undeveloped property located at 15200 Interurban Ave S. It is King County Parcel no. 2423049092. Information regarding existing surface water drainage on and near the site was provided by the Technical Information Report prepared for 7300 Fun Center Way by Barghausen Consulting Engineers, Inc. revised Dec. 22, 1998. The proposed development will consist of a 9,700 -sq. ft. building with associated parking and landscaping. Site access will be off of Fun Center Way. Drainage Review Category A Full Drainage Review will be required for the project due to the following conditions specified in the King County Surface Water Design Manual (KCSWDM): • Redevelopment projects proposing $500,000 or more of site improvements which create 5,000 square feet or more of contiguous pollution - generating impervious surface through any combination of new and/or replaced impervious surface. Projects under a Full Drainage Review must comply with the County's Core and Special Requirements that are applicable to the project. The purpose of this report is to address these requirements as they apply to the project site. Core Requirement #1: Discharge at the Natural Location The new onsite stormwater conveyance system will discharge into the existing water quality facilities. These facilities, designed by Barghausen, discharge into the Green River, which is the natural location. Core Requirement #2: Off - site Analysis This site does not receive any upstream runoff. As indicated in the Barghausen report, the property is surrounded by swales that bound the project. Because the system discharges into the Green River directly, no downstream analysis is required. Please refer to the Barghausen report for further information. Core Requirement #3: Flow Control The proposed site discharges directly into a major body of water, and thus according to Section 1.2.3 of the King County Surface Water Design Manual, no on -site detention is required. However, there is a requirement to provide flood storage for the 100 - year /7 -day storm event. This requirement was provided for in the previous design performed by Barghausen. Please refer to the Barghausen report for details regarding the flood storage. No further flow control / flood storage is required. 3 Core Requirement #4: Conveyance System Core Requirement #5: Erosion and Sediment Control Core Requirement #6: Maintenance and Operations The proposed stormwater conveyance system has been designed to comply with the requirements defined in Core Requirement #4 and Section 4.2.2 of the KCSWDM. See Appendix A for pipe sizing calculations. The following measures will be required during construction in order to reduce erosion and the amount of sediment transported off -site and onto adjacent streets and property: 1. Silt fencing and straw bales along the downhill perimeter of the disterbed areas. 2. Existing and proposed catch basin silt protection on -site. 3. Plastic sheeting to cover soils that are stockpiled for grading purposes. 4. If possible, construction should proceed during the drier periods of the year and disturbed areas should be revegetated as soon as possible. Large scale clearing will be avoided and as much of the natural vegetation within the site will be left undisturbed. During winter construction, any bare or recently hydroseeded slopes shall be covered with clear plastic to facilitate new growth and to lesson erosion. 5. Upon the completion of construction, surface runoff will be controlled and directed to tightlines designed to convey stormwater to an acceptable point of discharge. The storm facilities will be privately maintained. Maintenance requirements for the storm drainage can be found in Appendix C. Core Requirement #7: Financial Guarantees and Liability Prior to commencement of construction, all bond and liability requirements for this project will be provided through the plan review and permit issuance. Core Requirement #8: Water Quality The project site is located within an Incorporated Area as identified by King County's "Water Quality Applications Map ". Water quality will be provided via the existing biofiltration swale designed by Barghausen to include this parcel's development. Please refer to the Barghausen report for more information. Special Requirement #1: Other Adopted Area - Specific Requirements Not Applicable. Special Requirement #2: Floodplain/Floodway Analysis 4 I 1 Floodplain maps show the 100 -year storm prior to the most recent development. The design by Barghausen changed the 100 -year flood plain. According to the plans, the new 100 -year flood plain rests at an elevation of 21.9. Please see the Barghausen report and plans for more information. Special Requirement #3: Flood Protection Facilities Flood protection facilities exist off -site per the design by Barghausen. Please refer to the Barghausen report and plans for more information. Special Requirement #4: Source Control Not Applicable. Special Requirement #5: Oil Control A coalescing plate oil/water separator exists on the property and will be used to treat stormwater runoff. The existing separator was designed by Barghausen and includes the area of this parcel. Please refer to the Barghausen report and plans for more information. 5 Yt�iM�7 4w'3 44 41,4. !•uray:aa4R. 041.t,:ft•„, r. :^.:i, zwsr _ :o ,uux..L.at:�.�:.,u 4 'l 1 LD 1 ���► << <! RE AIN:I \G SYST =115 A COIIiEC1! COMPANY Project: Family Fun Center Proj. No.: 2003063 Design Parameters Soil Parameters Reinforced Fill: 32 Retained Fill: 32 Foundation Fill: 32 Reinforce Fill Type: Silts & sands Unit Fill: Crushed Stone, 1 inch minus Factors of Safety Sliding: Pullout: Connection Analysis: 5' Wall Unit Type: Leveling Pad: 1.50 1.50 Reinforcing Parameters: Strata -Grid Geogrids Tult RFcr RFd Standard 18" Crushed Stone Wall Ht: 5.00 ft BackSlope Geometry: 18.53 deg. slope, 4.00 ft long KEYSTONE RETAINING WALL DES' Based on Rankine (modified) Methodolog, 3.1.5 c psf ) pcf 0 120 0 120 0 120 Overturning: Uncertainties: Peak: Allow. Tension Tal L:VOB- NOS\ 2003063 \Engineering \Calcs\keystone wall 07- 09- 03.kwp 2.00 1.50 1.50 Case: Case 2 Wall Batter: 4.40 deg. embedment: 0.50 ft 933 OK 761 OK (% of Rein. Strength Used = 73 % ) Date: 7/11/03 By: KLT Bearing: 2.00 Serviceability: N/A RFid LTDS FS Tal Ci Cds SG200 2725 1.61 1.10 1.10 1399 1.50 933 0.90 0.90 Surcharge: LL -- 300 psf uniform surcharge DL -- 20 psf uniform surcharge Offset= 4.00 ft; Load Width= 100.00 ft Results: Slidin Overturning Factors of Safety: 2.07 4.04 Calculated Bearing Pressure: 908 psf Eccentricity at base: 0.66 ft Reinforcing: (ft & lbs/ft) Calculated Layer Height Length Tension Reinf. Type 1 2.67 5.5 680 SG200 Reinforcing Quantities (no waste included): SG200: 0.61 sy /ft Bearing Shear Ben 7.88 17.40 3.08 Peak Connection Tcl Serviceablity Connection Tsc N/A Pref: Serv./ Embed. / HingeHt./ - 1 - BUSH, ROED & HITCHINGS Pullout FS 1.79 ok page (p of iL ai._.i+• iN«h� F 3± y�; ," !:t?i:. a�x u;Ti:?w .: '.:acvwaulwwo,: TZT7V<Z 7- ' , r... - 1 14.09. RETiINi\u ^;AII_ SYSTEMS. MAPITEINI COMPANY Project: Family Fun Center Case: 5' Wall Design Method:Rankine -w /Batter (modified soil interface) Soil Parameters: c psf Reinforced Fill 32 0 Retained Zone 32 0 Foundation Soil 32 0 Leveling Pad: Crushed Stone Modular Concrete Unit Depth Standard 18" 1.50 ft Geometry Internal Stability Height: 5.00 ft Backsiope: Batter: 4.40 deg Surcharge: External Stability Height: 6.01 ft Backsiope: Batter: 4.40 deg Surcharge: Base width: 5.5 Minimum Design Safety Factors sliding = 1.50 pullout = 1.50 uncertainties = 1.50 Earth Pressures: k Hinge Height: sin a + dn(0 +5� ¢ - M sin(a- S sin(a + ,$) Hg_ht = 2 CG tan(batter) Hinge Ht= 19 ft Pref: Serv./ Embed./ HingeHt./ sin + �) Hand Calculation (Broken geometry) Angle: 18.5 deg Dead Load: 20 psf (Horizonal geometry) Angle: 18.53 deg Dead Load: 20 overturning = 2.00 bearing = 2.00 shear = 1.50 bending = 1.50 connection = 1.50 Internal: External 4). 32 deg = 32 deg a = 94.40 deg a = 94.40 deg R = 18.53 deg R = 18.53 deg 8= 5.74 deg g= 5.74 deg H= 5.00 ft Hn = 6.01 ft ka = 0.307 ka = 0.264 p = 50.00 p = 57.78 pcf 120 120 120 In -Place Wt. 120 pcf Height: 1.01 ft Live Load: 300 psf Height: 0.00 ft Live Load: 300 psf - 2 - BUSH, ROED 8 HITCHINGS Date: 11 July 2003 Designer: KLT RE", \INI \G WALL Sl'ST.:2.\1S COMB= CCOAPANY Reinforcing Parameters: Strata -Grid Geogrids Tult RFcr RFd RFid LTDS FS Tal Ci Cds SG200 2725 1.61 1.10 1.10 1399 1.50 933 0.90 0.90 Connection Parameters: Strata -Grid Geogrids Frictional 1 Break Pt Frictional 2 SG200 Tcl= Ntan(36.00) + 837 3736 Tcl= Ntan(0.00) +0 Unit Shear Data Base Shear Inter -Unit Shear Shear = N tan(40.00) Shear = N tan(17.40) + 2432.52 Calculation: Calculated Reactions For the "modified" design method, the back of the mass assumed to be vertical for calculation of resisting forces. effective sliding length = 5.50 ft Earth Pressure Equations Pa = 0.5H(71-fica -2c ) Pq = gHka Pa _h = PaCo5(8) Pq _h = PgCOs(5) Pa _v = PaSSn(S) Pq _v = RAW) Reactions are: Pref: Serv./ Embed./ HingeHt./ Area Force Arm -x Arm -v Moment W1 899.98 [0.942] 2.500 848 W2 2169.16 [3.692] 2.500 8009 W2a 115.42 [1.756] 1.667 203 W3 181.00 [a 385] 5.335 613 W4 74.23 (5.192) 5.503 385 ql 184.58 [5.192] 6.005 958 qd 12.31 [5.192] 5.503 64 Pa h 569.07 N/A [2.002] -1139 Pa v 57.22 [5.731] N/A 328 Pql h 473.80 N/A [3.003] -1423 Pql v 48 [5.731] N/A 273 Pqd h 32 N/A [3.003] -95 Pgd_v 3 [5.731] N/A 18 Sum V = 3744.70 Sum Mr = 11699.67 Sum H = 1074.46 Sum Mo = -2657 Calculate Sliding at Base For Sliding, Vertical Force = W1 +W2 +W3 +W4 +qd = 3560 The resisting force within the rein. mass , Rf 1 = N tan(32) = 2225 The resisting force at the foundation, Rf_2 = N tan(32) = 2225 The driving forces, Df, are the sum of the external earth pressures: Pa + Pql + Pqd = 1074 the Factor of Safety for Sliding is Rf 2 /Df = 2.07 - 3 - BUSH, ROED & HITCHINGS COMMON COMPANY Pref: Serv./ Embed./ HingeHt./ Calculate Overturning: Overturning moment: Mo = Sum Mo Mo = 2657 Resisting moment: Mr = Sum Mr Mr= 10741 Factor of Safety of Overturning = Mr /Mo = 4.04 Calculate eccentricity at base: with surcharge / without surcharge Sum Moments = 9043/8085 Sum Vertical = 3745/3560 Base Length = 5.50 e = 0.34/0.48 Calculate Ultimate Bearing based on shear: where: Nq = 23.18 Nc = 35.49 Ng = 30.21 (ref. Vesic(1973, 1975) eqns) Qult = 9624 psf Equivalent footing width, B = L -2e = 4.83 / 4.54 Bearing pressure = sumV /B = 775 psf / 784 psf [bearing is greatest without liveload] Factor of Safety for bearing = Quit/bearing= 12.28 - 4 - BUSH, ROED 8 HITCHINGS z Z 00 CO a W J = H U) o w J ' w j I C7. w 2 z � I- O Z W ui U i O —: cl W ' H lL O. . — O. 111 z O ~. z f■JC,1 I.%09 N REAAINI \G \VA :_I_ SYSTHMS COPITECH COMPANY Calculate Tensions in Reinforcing: The tensions in the reinforcing layer, and the assumed load at the connection, is the vertical area supported by each respective layer, Sv.Column [6] is 2c sqrt(ka). Table of Results ppf DJ al Ll Ell L l Ll L l L l LT 1 J i l l Layer Depth zi h1 ka/rho Pa (Pas +Pasd) c (5 +6)cos(d) -7 Ti Tcl Tsc 0.00 0.307/50 0 0 0 0 0 2.33 5.00 0.307/50 461 222 0 680 680 761 N/A Pref: Serv./ Embed./ HingeHt./ - 5 - BUSH, ROED 8 HITCHINGS - V1:711 - 077-V T7 RE 'A1Nr \(: WA:_L SVS i =1.1S SICOMPANY Calculate sliding on the reinforcing: The shear value is the lessor of base -shear [ [ [ [ [ [ Laver Depth zi Li N Cds 1 2.33 0.00 10 0.90 2564 Pref: Serv./ Embed./ HingeHt./ or inter -unit shear. [ [ [ [ [ [1 RF ka Pa Pas DF FS 2570 0.303 99 53 151 > 10 - 6 - BUSH, ROED 8 HITCHINGS " - ,4::;,1r,444. d z = z . J U• UO U 0: U W . W= -I F. W QQ O co a Z d` W • 2 z �. F O . z F — U� O —. .O H .. W W`. 2 • • z U ln z . ry r,is'F:r` r1 I ETAINE \G \\..A.. SYS1 _N'1S CON IECII COMPANY L:\JOB- NOS\2003063\ Engineering \Calcs \keystone wall_07- 09- 03.kwp Calculate pullout of each layer In the Coulomb, AASHTO, and Rankine methods, the FoS of pullout is calculated as the individual layer pullout (Rf) divided by the tension (Df) in in that layer. The angle of the failure plane is: 29.00 degrees from vertical [1] [ [ [ [ [ [ [ _Layer Depth zi Le SumV Ci POi Ti FS PO 1 2.33 2.73 1082 0.90 1217 680 1.79 Pref: Serv./ Embed./ HingeHt./ - 7 - BUSH, ROED 8 HITCHINGS page of __ - vryc - rt 17,1 I\ 1D %01 VM._L SYSTD1S Celt COMPANY Check Shear & Bending at each layer Bending on the top layer the need to be moved back from [1] [2] [3] [4] Layer Depth zi Si DF 1 2.33 2.33 82 Pref: Serv./ Embed./ HingeHt./ FoS of Overturning of the units. (Most surcharge loads the face.) [ [ [71 [ [ [ 0 ] DM Pv RM FS b Shear FS Sh 115 0 353 3.08 2564 17.40 Li +ivd:NUNt�'u:I�'+4t Kt. ivkkn4 .r w:^RR>. &4n4ixltaw ski _'j,w - 8 - BUSH, ROED & HITCHINGS z 0- z W J U 0 0 WI _l f'; W 0 , � J D. a z_ z � Z O o W F=- U`' — O. .z 0 — O ' z r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FROM TO FtA2 A C CA CAtot Tc I Q DIA n s Qf Vf Q/Qf L CB4 CB3 8714.67 0.20 0.90 0.18 0.18 6.3 3.4 0.61 12 0.012 0.0050 2.76 3.5 0.22 80 CB3 MH2 15706.1 0.36 0.90 0.32 0.50 6.3 3.4 1.72 12 0.012 0.0050 2.76 3.5 0.62 116 MH2 MH1 6707.88 0.15 0.90 0.14 0.64 6.3 3.4 2.19 12 0.012 0.0050 2.76 3.5 0.79 60.5 CB6 CB5 11970.4 0.27 0.78 0.22 0.22 6.3 3.4 0.73 12 0.012 0.0050 2.76 3.5 0.26 193 CB5 MH2 8383.8 0.19 0.82 0.16 0.37 6.3 3.4 1.27 12 0.012 0.0050 2.76 3.5 0.46 85 Project Name: Project Number: DRAINAGE CRITERIA: RAINFALL METHOD: DESIGN STORM: P = 4.1 • PIPE DIA. (FT) = SLOPE (FT /FT) = N= Q= 1.49XAXR ^2 /3XS ^1 /2 /N = 12 0.005 0.012 aR= 2.61 CONVEYANCE SYSTEM DESIGN Family Fun Center 2003063.. 1998 King County Surface Water Design Manual Rational Method 25YR / 24HR 2.76 CFS bp= 0.63 By: KLT Date: 7 /.14 / 2003 i a b and I =P *i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FROM TO FtA2 A C CA CAtot Tc I Q DIA n s Qf Vf QIQf L CB4 CB3 8714.67 0.20 0.90 0.18 0.18 6.3 4.0 0.72 12 0.012 0.0050 2.76 3.5 0.26 80 CB3 MH2 15706.1 0.36 0.90 0.32 0.50 6.3 4.0 2.02 12 0.012 0.0050 2.76 3.5 0.73 116 MH2 MH1 6707.88 0.15 0.90 0.14 0.64 6.3 4.0 2.57 12 0.012 0.0050 2.76 3.5 0.93 60.5 CB6 CB5 11970.4 0.27 0.78 0.22 0.22 6.3 4.0 0.86 12 0.012 0.0050 2.76 3.5 0.31 193 CB5 MH2 8383.8 0.19 0.82 0.16 0.37 6.3 4.0 1.49 12 0.012 0.0050 2.76 3.5 0.54 85 Project Name: Project Number: DRAINAGE CRITERIA: RAINFALL METHOD: DESIGN STORM: P = 4.1 • 12 0.005 N = 0.012 Q= 1.49XAXR"2 /3XS"1 /2 /N = PIPE DIA. (FT) = SLOPE (FT /FT) = CONVEYANCE SYSTEM DESIGN Family Fun Center 2003063 1998 King County Surface Water Design Manual Rational Method 100YR /24HR a 2.61 2.76 CFS bR= 0.63 By: KLT Date: 7/ 14 / 2003 I a *Tc"(- b and I =P *I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BRH Job No: 2003063 -00 Project Name: Family Fun Center Date: 7/15/03 Designer: KLT Design Storm: 100 -year BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:runl.bwp Surcharge condition at intermediate junctions Tailwater Elevation:21.35 feet Discharge Range:0.1 to 5. Step of 0.1 [cfs] Overflow Elevation:26.2 feet Weir:NONE Upstream Velocity:l. feet /sec PIPE NO. 1: 60 LF - 12 "CP @ 0.50% OUTLET: 21.35 INLET: 21.65 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 26.20 BEND: 22 DEG DIA /WIDTH: 4.0 Q- RATIO: 1.36 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2.50 1.11 22.76 * 0.012 0.68 0.76 0.00 0.68 0.76 1.11 1.07 2.60 1.14 22.79 * 0.012 0.70 0.79 0.00 0.70 0.79 1.14 1.10 2.70 1.17 22.82 * 0.012 0.71 0.82 0.00 0.71 0.82 1.17 1.14 PIPE NO. 2: 85 LF - 12 "CP @ 0.51% OUTLET: 21.65 INLET: 22.08 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 26.20 BEND: 62 DEG DIA /WIDTH: 4.0 Q- RATIO: 0.04 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.44 1.28 23.36 * 0.012 0.51 0.52 1.53 1.53 1.21 1.28 0.73 1.48 1.35 23.43 * 0.012 0.52 0.53 1.58 1.58 1.28 1.35 0.74 1.53 1.40 23.48 * 0.012 0.53 0.54 1.63 1.63 1.33 1.40 0.75 PIPE NO. 3: 193 LF - 12 "CP @ 0.50% OUTLET: 22.08 INLET: 23.04 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.81 0.57 23.61 * 0.012 0.38 0.38 0.65 0.65 0.38 0.57 0.51 0.86 0.59 23.63 * 0.012 0.39 0.39 0.68 0.68 0.39 0.59 0.53 0.90 0.60 23.64 * 0.012 0.40 0.40 0.71 0.71 0.40 0.60 0.54 d4 i'�.'riN- Y!'+i'ci4'•::liuL trJ.'c?Ja.`MYM^iC+ ,46":i344...l dAdiddldarxdo' f +ti0.aid, f'il'iwi•'at3w {.Vli{w1R, vA4 il' ✓ d£i+ti7.d':Y::yL:a':Aie+Y• .4 BRH Job No: 2003063 -00 Project Name: Family Fun Center Date: 7/15/03 Designer: KLT Design Storm: 100 -year BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:run2.bwp Surcharge condition at intermediate junctions Tailwater Elevation:21.35 feet Discharge Range:0.1 to 5. Step of 0.1 [cfs] Overflow Elevation:26.2 feet Weir:NONE Upstream Velocity:l. feet /sec PIPE NO. 1: 60 LF - 12 "CP @ 0.50% OUTLET: 21.35 INLET: 21.65 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 26.20 BEND: 78 DEG DIA /WIDTH: 4.0 Q- RATIO: 0.74 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2.50 1.14 22.79 * 0.012 0.68 0.76 0.00 0.68 0.76 1.14 1.10 2.60 1.17 22.82 * 0.012 0.70 0.79 0.00 0.70 0.79 1.17 1.14 2.70 1.21 22.86 * 0.012 0.71 0.82 0.00 0.71 0.82 1.21 1.17 PIPE NO. 2: 116 LF - 12 "CP @ 0.50% OUTLET: 21.65 INLET: 22.23 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 26.20 BEND: 31 DEG DIA /WIDTH: 4.0 Q- RATIO: 1.62 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.95 1.44 23.67 * 0.012 0.60 0.63 1.58 1.58 1.30 1.44 0.90 2.01 1.53 23.76 * 0.012 0.61 0.64 1.64 1.64 1.38 1.53 0.92 2.07 1.61 23.84 * 0.012 0.62 0.66 1.69 1.69 1.44 1.61 0.94 PIPE NO. 3: 80 LF - 12 "CP @ 0.50% OUTLET: 22.23 INLET: 22.63 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.70 0.91 23.54 * 0.012 0.35 0.35 1.28 1.28 0.91 0.91 0.47 0.72 0.99 23.62 * 0.012 0.36 0.36 1.36 1.36 0.99 0.99 0.48 0.75 1.09 23.72 * 0.012 0.37 0.36 1.44 1.44 1.08 1.09 0.48 }... .�...n*�MVtius.Stl sirs :icy ".!G>::l',t ?i»w3,,;�;,f, _ .:. i. _ '. .;:. 1 •. X:+ 3.' , ;:G..ilx�Y3.:u..�m..I�.n.J��n o , e�.. �.....w... rc SECTION 6 PROJECT: PIPE DATA FILE NAME run I. .BWP # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE Z = E .. 3- W JU 00 0, W I OVERFLOW -ELEV BEND- ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO WILL 2t .� 1 Z 22. ° / , 3 ^• Crl u.10 # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE (o,5 I2 1 21,35 )) r � ) KE = K = M = C = Y = Lt. Q D Zt \2 .) V/ (P. 22,o% w: Z 1.-. F- 0 ZF- 111 uj OVERFLOW -ELEV BEND - ANGLE(deg) ' STRUCT.DI / WIDTH(ft) Q -RATIO 2 D 2�, 2 (PI ° 4" , O.41 N 0 -- .# LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE t] F - . WW 3 \c 3 2 \ 22 , 6% 23,09 . � ~ r �Z w U= O~ Z KE = K = M = C Y = KE= K= M= C = Y= OVERFLOW -ELEV BEND- ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q -RATIO LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE KE = K = M = C = Y = OVERFLOW -ELEV BEND- ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE KE = K = M = C = Y = OVERFLOW -ELEV BEND- ANGLE(deg) STRUCT.DIA/WIDTH(ft) 6 -16 t KCBW Documentation L, ' 1. PAGE I OF Q -RATIO January 1. 1999 J SECTION 6 1 KE = K = M = 6 -16 KCBW Documentation KE= K= M= C = Y= PROJECT : / 2 / 2 PAGE . r... OF ,■. PIPE DATA FILE NAME V 1,k. t 1 . BWP # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE ` '� ( 2 ci S KE = K = M = C = Y = OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT_DIA /WIDTH(ft) • Q -RATIO # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE 71 22 23 5 C Y = OVERFLOW -ELEV BEND-ANGLE(deg) E STRUCT_DTh /WIDTH(ft) Q -RATIO • LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE 5 So e 2 ` ? , ' 22(03 2 KE= K= 14 = C = Y= OVERFLOW -ELEV BEND- ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE KE = K = M = C = Y = OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO # LENGTH(fc) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO January 1. 1999 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J. ci; NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT., 0 y y z C4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Maintenance Component General NO.5 - CATCH BASINS Defect Trash & Debris (Includes Sediment) Cracks in Basin Walls! Bottom 1998 Surface Water Design Manual APPENDIX A ,.rAINTENANCE STANDARDS FOR PRIVATELY .INTAINED DRAINAGE FACILITIES Conditions When Maintenance is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors No dead animals or vegetation that could cause complaints or dangerous gases present within the catch basin. (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Results Expected When Maintenance is performed No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of Frame is sitting flush on top slab. more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Sediment/ Misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. A -5 Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 9/1/98 APPENDIX A MAINTENANCE STANb,tRDS FOR PRIVATELY MAINTAINED DRAINA .FACILITIES Maintenance Component Pollution Catch Basin Cover Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Metal Grates (If Applicable) Maintenance Components General Metal 9/1/98 NO.5 - CATCH BASINS (CONTINUED) Defect Fire Hazard Vegetation Ladder Rungs Unsafe Trash and Debris Damaged or Missing. Grate missing or broken member(s) of the grate. NO.6 DEBRIS BARRIERS (E.G., TRASH RACKS) Defect Trash and Debris Damaged/ Missing Bars. Conditions When Maintenance is Needed Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Condition When Maintenance is Needed Bars are bent out of shape more than 3 inches. Bars are missing or entire barrier missing. Bars are loose and rust is causing 50% deterioration to any part of barrier. A -6 Results Expected When Maintenance is performed No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. Results Expected When Maintenance is Performed. Trash or debris that is plugging more than 20% of the Barrier clear to receive capacity openings in the barrier. flow. Bars in place with no bends more than 3/4 inch. Bars in place according to design. Repair or replace barrier to design standards. 1998 Surface Water Design Manual Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Maintenance Component General APPENDIX A .AINTENANCE STANDARDS FOR PRIVATELY .MTAINED DRAINAGE FACILITIES NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). NO.11 - GROUNDS (LANDSCAPING) Defect Weeds (Nonpoisonous) Safety Hazard Trash or Litter Trees and Shrubs Damaged 1998 Surface Water Design Manual Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. A - 9 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 9/1/98 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS PUE TO THE QUALITY OF THE DOCUMENT. King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Family Fun Centers Address 29111 Town Center Loop West Wilsonville, OR Phone (503) 682 -9742 Project Engineer John Weed, PE Company Bush, Roed & Hitchings Address /Phone 206 - 323 -4144; 2009 Minor Ave E; Seattle, WA 98102 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivison ❑ Short Subdivision ❑ Grading Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Family Fun Center Location Township 23N Range 4E Section 24 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline Management ❑ COE 404 ❑ Rockery ❑ DOE Dam Safety ❑ Structural Vaults ❑ FEMA Floodplain ❑ Other ❑ COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE :BASIN Community Green River Drainage Basin Green River Part 6 SITE CHARACTERISTICS ,/ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions /Swales ❑ Lake ❑ Steep Slopes Floodplain ❑ Wetlands ❑ Seeps /Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other Part 7 SOILS Soil Type UR 11 Additional Sheets Attached Slopes Erosion Potential Erosive Velcoties 0% - 33% Slight - Moderate Part 8 DEVELOPMENT LIMITATIONS REFERENCE ❑ Ch. 4 — Downstream Analysis ❑ Additional Sheets Attached LIMITATION /SITE CONSTRAINT No Downstream Required :Part 9 ESC REQUIREMENTS ❑ Other MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ,/ Stabilize Exposed Surface ,/ Remove and Restore Temporary ESC Facilities ✓ Clean and Remove All Silt and Debris ✓ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other ;;Part 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel Pipe System ❑ Open Channel ❑ Dry Pond ❑ Wet Pond ❑ Tank ❑ Vault ❑ Energy Dissapator ❑ Wetland ❑ Stream Brief Description of System Operation Series of to existing oil/water separator and biofiltration Facility Related Site Limitations Reference Facility Limitation Infiltration Depression Flow Dispersal Waiver Regional Detention catch basins and unde Method of Analysis Rational Compensation /Mitigati on of Eliminated Site Storage wound piping system swale discharging into the Green River. Part 11 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ✓ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 12 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER Signed /Date I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. : akrk:' 1r�:'• r,': SSS3l v: i;.;.„ zt! utzz�44: a/. y.t± dH�a: iR a�i, �r. �aik'.. E:.: v: Wvi,; viydruylz: rs, t' z: kui:: vi.• iwri£ i' La ':x>.t «ztiii.a+'�.,'.,tii::�i... Technical Information Report Family Fun Center 7300 Fun Center Way Tukwila, WA By: Bush Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington (206) 323 -4144 (206) 323 -7135 Fax BRH Job No. 2003063 -00 July 15, 2003 EXPIRES 3/6/ OS <0 3 -013 z = Z ' w 6 J U • 0 ELI • = H W O • a I _ w Z � z �— O� I1- w w LL. - P ui H 0 Table of Contents Project Description / Requirements Retaining Wall Design Appendix A — Conveyance Calculations Appendix B — Drainage Basin Maps Appendix C — Operations and Maintenance Appendix D — TIR Worksheet 3 6 • W J U' U O' co J I' Wo -J z z o' o` • W W� I • O; • ui Drainage Narrative: The site is undeveloped property located at 15200 Interurban Ave S. It is King County Parcel no. 2423049092. Information regarding existing surface water drainage on and near the site was provided by the Technical Information Report prepared for 7300 Fun Center Way by Barghausen Consulting Engineers, Inc. revised Dec. 22, 1998. The proposed development will consist of a 9,700 -sq. ft. building with associated parking and landscaping. Site access will be off of Fun Center Way. Drainage Review Category A Full Drainage Review will be required for the project due to the following conditions specified in the King County Surface Water Design Manual (KCSWDM): • Redevelopment projects proposing $500,000 or more of site improvements which create 5,000 square feet or more of contiguous pollution - generating impervious surface through any combination of new and/or replaced impervious surface. Projects under a Full Drainage Review must comply with the County's Core and Special Requirements that are applicable to the project. The purpose of this report is to address these requirements as they apply to the project site. Core Requirement #1: Discharge at the Natural Location The new onsite stormwater conveyance system will discharge into the existing water quality facilities. These facilities, designed by Barghausen, discharge into the Green River, which is the natural location. Core Requirement #2: Off -site Analysis This site does not receive any upstream runoff. As indicated in the Barghausen report, the property is surrounded by swales that bound the project. Because the system discharges into the Green River directly, no downstream analysis is required. Please refer to the Barghausen report for further information. y ' i ` loo c9-'`^ —= ©� Core Requirement #3: Flow Control o a„Nv'v" u}a S Nt 0 Lz�,r.�z h�.�. )“›let: ^ The proposed site discharges directly into a major body of waterer and thus according to `°`4( "r d` s' ' Section 1.2.3 of the King County Surface Water Design Manual, no on -site detention is ` Lti • xs 'Nlo r required. However, there is a requirement to provide flood storage for the 100 - year /7 -day x `'" storm event. This requirement was provided for in the previous design performed by c� x`a � a - Barghausen. Please refer to the Barghausen report for details regarding the flood storage. G o , p i n ,�{ - �No further flow control / flood storage is required. EG O (- % -03 `7 2 ate- 3 Core Requirement #4: Conveyance System The proposed stormwater conveyance system has been designed to comply with the requirements defined in Core Requirement #4 and Section 4.2.2 of the KCSWDM. See Appendix A for pipe sizing calculations. z Q 1-_,. z Core Requirement #5: Erosion and Sediment Control w The following measures will be required during construction in order to reduce erosion v o and the amount of sediment transported off site and onto adjacent streets and property: w = -iF. 1. Silt fencing and straw bales along the downhill perimeter of the disterbed areas. u- 2. Existing and proposed catch basin silt protection on -site. w 3. Plastic sheeting to cover soils that are stockpiled for grading purposes. g 5 4. If possible, construction should proceed during the drier periods of the year and N disturbed areas should be revegetated as soon as possible. Large scale clearing z w will be avoided and as much of the natural vegetation within the site will be left Z 1 undisturbed. During winter construction, any bare or recently hydroseeded slopes 1. p shall be covered with clear plastic to facilitate new growth and to lesson erosion. W 1-- al 5. Upon the completion of construction, surface runoff will be controlled and 2 o directed to tightlines designed to convey stormwater to an acceptable point of o N discharge. o w w U Core Requirement #6: Maintenance and Operations 0 z The storm facilities will be privately maintained. Maintenance requirements for the v SQ P _ O~ storm drainage can be found in Appendix C. Core Requirement #7: Financial Guarantees and Liability Prior to commencement of construction, all bond and liability requirements for this project will be provided through the plan review and permit issuance. Core Requirement #8: Water Quality The project site is located within an Incorporated Area as identified by King County's "Water Quality Applications Map ". Water quality will be provided via the existing biofiltration swale designed by Barghausen to include this parcel's development. Please refer to the Barghausen report for more information. Special Requirement #1: Other Adopted Area - Specific Requirements Not Applicable. Special Requirement #2: Floodplain/Floodway Analysis 4 z Floodplain maps show the 100 -year storm prior to the most recent development. The design by Barghausen changed the 100 -year flood plain. According to the plans, the new 100 -year flood plain rests at an elevation of 21.9. Please see the Barghausen report and plans for more information. Special Requirement #3: Flood Protection Facilities Flood protection facilities exist off -site per the design by Barghausen. Please refer to the Barghausen report and plans for more information. Special Requirement #4: Source Control Not Applicable. Special Requirement #5: Oil Control A coalescing plate oil/water separator exists on the property and will be used to treat stormwater runoff The existing separator was designed by Barghausen and includes the area of this parcel. Please refer to the Barghausen report and plans for more information. z _J U U O W 2 J LL W O 2 J u_ Q • W t- _ z � Z o U • � O N 0 I- 2 U . — O ill S2 F- O z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. FROM TO FtA2 A C CA CAtot Tc I Q DIA n s Qf Vf QIQf L CB4 CB3 8714.67 0.20 0.90 0.18 0.18 6.3 3.4 0.61 12 0.012 0.0050 2.76 3.5 0.22 80 CB3 MH2 15706.1 0.36 0.90 0.32 0.50 6.3 3.4 1.72 12 0.012 0.0050 2.76 3.5 0.62 116 MH2 MH1 6707.88 0.15 0.90 0.14 0.64 6.3 3.4 2.19 12 0.012 0.0050 2.76 3.5 0.79 60.5 CB6 CB5 11970.4 0.27 0.78 0.22 0.22 6.3 3.4 0.73 12 0.012 0.0050 2.76 3.5 0.26 193 CB5 MH2 8383.8 0.19 0.82 0.16 0.37 6.3 3.4 1.27 12 0.012 0.0050 2.76 3.5 0.46 85 Project Name: Project Number: DRAINAGE CRITERIA: RAINFALL METHOD: DESIGN STORM: P, = 4.1 PIPE DIA. (FT) = 12 SLOPE (FT /FT) = 0.005 N = 0.012 Q= 1.49XAXR ^2 /3XS^1 /2 /N = CONVEYANCE SYSTEM DESIGN Family Fun Center 2003063. 1998 King County Surface Water Design Manual Rational Method 25YR124HR art= 2.61 2.76 CFS b 0.63 By: KLT 7: 14 % 2003 IR = aR * Tc^( -b and I = P * I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FROM TO FtA2 A C CA CAtot Tc I Q DIA n s Qf Vf QIQf L CB4 CB3 8714.67 0.20 0.90 0.18 0.18 6.3 4.0 0.72 12 0.012 0.0050 2.76 3.5 0.26 80 CB3 MH2 15706.1 0.36 0.90 0.32 0.50 6.3 4.0 2.02 12 0.012 0.0050 2.76 3.5 0.73 116 MH2 MH1 6707.88 0.15 0.90 0.14 0.64 6.3 4.0 2.57 12 0.012 0.0050 2.76 3.5 0.93 60.5 CB6 CB5 11970.4 0.27 0.78 0.22 0.22 6.3 4.0 0.86 12 0.012 0.0050 2.76 3.5 0.31 193 CB5 MH2 8383.8 0.19 0.82 0.16 0.37 6.3 4.0 1.49 12 0.012 0.0050 2.76 3.5 0.54 85 Project Name: Project Number: DRAINAGE CRITERIA: RAINFALL METHOD: DESIGN STORM: P100(in) = 4.1 PIPE DIA. (FT) = 12 SLOPE (FT /FT) = 0.005 N = 0.012 Q= 1.49XAXRA2 /3XS^1 /2 /N = Family Fun Center 2003063. 1998 King County Surface Water Design Manual Rational Method 100YR /24HR aR= 2.61 CONVEYANCE SYSTEM DESIGN 2.76 CFS bR= 0.63 By: KLT Date: 7/ 14 /2003 i a b and I =P•i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BRH Job No: 2003063 -00 Project Name: Family Fun Center Date: 7/15/03 Designer: KLT Design Storm: 100 -year BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:runl.bwp Surcharge condition at intermediate junctions Tailwater Elevation :21.35 feet Discharge Range:0.1 to 5. Step of 0.1 [cfs] Overflow Elevation:26.2 feet Weir:NONE Upstream Velocity:l. feet /sec PIPE NO. 1: 60 LF - 12 "CP @ 0.50% OUTLET: 21.35 INLET: 21.65 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 26.20 BEND: 22 DEG DIA /WIDTH: 4.0 Q- RATIO: 1.36 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2.50 1.11 22.76 * 0.012 0.68 0.76 0.00 0.68 0.76 1.11 1.07 2.60 1.14 22.79 * 0.012 0.70 0.79 0.00 0.70 0.79 1.14 1.10 2.70 1.17 22.82 * 0.012 0.71 0.82 0.00 0.71 0.82 1.17 1.14 PIPE NO. 2: 85 LF - 12 "CP @ 0.51% OUTLET: 21.65 INLET: 22.08 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 26.20 BEND: 62 DEG DIA /WIDTH: 4.0 Q- RATIO: 0.04 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.44 1.28 23.36 * 0.012 0.51 0.52 1.53 1.53 1.21 1.28 0.73 1.48 1.35 23.43 * 0.012 0.52 0.53 1.58 1.58 1.28 1.35 0.74 1.53 1.40 23.48 * 0.012 0.53 0.54 1.63 1.63 1.33 1.40 0.75 PIPE NO. 3: 193 LF - 12 "CP @ 0.50% OUTLET: 22.08 INLET: 23.04 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.81 0.57 23.61 * 0.012 0.38 0.38 0.65 0.65 0.38 0.57 0.51 0.86 0.59 23.63 * 0.012 0.39 0.39 0.68 0.68 0.39 0.59 0.53 0.90 0.60 23.64 * 0.012 0.40 0.40 0.71 0.71 0.40 0.60 0.54 ...,. a....ithyYr. .ac:tHtY+::+iW4':ntiASii�.firi BRH Job No: 2003063 -00 Project Name: Family Fun Center Date: 7/15/03 Designer: KLT Design Storm: 100 -year BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:run2.bwp Surcharge condition at intermediate junctions Tailwater Elevation:21.35 feet Discharge Range:0.1 to 5. Step of 0.1 [cfs] Overflow Elevation:26.2 feet Weir:NONE Upstream Velocity:l. feet /sec PIPE NO. 1: 60 LF - 12 "CP @ 0.50% OUTLET: 21.35 INLET: 21.65 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 26.20 BEND: 78 DEG DIA /WIDTH: 4.0 Q- RATIO: 0.74 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2.50 1.14 22.79 * 0.012 0.68 0.76 0.00 0.68 0.76 1.14 1.10 2.60 1.17 22.82 * 0.012 0.70 0.79 0.00 0.70 0.79 1.17 1.14 2.70 1.21 22.86 * 0.012 0.71 0.82 0.00 0.71 0.82 1.21 1.17 PIPE NO. 2: 116 LF - 12 "CP @ 0.50% OUTLET: 21.65 INLET: 22.23 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 26.20 BEND: 31 DEG DIA /WIDTH: 4.0 Q- RATIO: 1.62 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.95 1.44 23.67 * 0.012 0.60 0.63 1.58 1.58 1.30 1.44 0.90 2.01 1.53 23.76 * 0.012 0.61 0.64 1.64 1.64 1.38 1.53 0.92 2.07 1.61 23.84 * 0.012 0.62 0.66 1.69 1.69 1.44 1.61 0.94 PIPE NO. 3: 80 LF - 12 "CP @ 0.50% OUTLET: 22.23 INLET: 22.63 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.70 0.91 23.54 * 0.012 0.35 0.35 1.28 1.28 0.91 0.91 0.47 0.72 0.99 23.62 * 0.012 0.36 0.36 1.36 1.36 0.99 0.99 0.48 0.75 1.09 23.72 * 0.012 0.37 0.36 1.44 1.44 1.08 1.09 0.48 SECTION 6 PROJECT: PIPE DATA 2 • PAGE I OF r.. FILE NAME r . BWP # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE Coo,5 2 . 1 1 2,R3') /1,65 KE = K = M = C = Y = OVERFLOWYELEV BEND- ANGLE(deg) STRUCT.DIA / WIDTH(ft) . • Q - 20_ i -0 2 - 2 - l , 3562 # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE ' INLET -TYPE sZt ■2. 1 2:11(4. 22,c )c KE = K = M = C = Y = OVERFLOW-ELEV /lJJ_ EV BEND- ANGLE(deg) ' STRUCT.DIA,/WIDTH(ft) Q -RATIO ` o / T / 1 0241 # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE 3 193 \-2_ 1 22,3% 23,0y KE = K = M = C = Y = OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT.DIA WIDTH(ft) Q -RATIO # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE KE = K = M = C = Y = OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q -RATIO # LENGTH(ft) DIA(in) PIPE -TYPE OUTLET -IE INLET -IE INLET -TYPE KE = K = OVERFLOW -ELEV BEND - ANGLE(deg) STRUCT.DIA /WIDTH(ft) Q -RATIO im u..tiY ;it 445atlik1sUat:tia,.i■ 6 -16 %a KCBW Documentation M = C = Y = January 1. 1999 SECTION 6 Aft 6-16 14#7, KCBW Documentation /./ \ (Jo I 2 (.2 PAGE . OF 2 PROJECT : PIPE DATA FILE NAME r u rn 2._ . BWP # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE ,, : f; 1 i -) ,: \ 5 KE = K = M = C= ' Y= OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) • Q-RATIO 75 2 ' • LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 20U • F • , 22,23 5 KE = K = M = = Y= OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.WDTH(ft) Q-RATIO _14.4.p.113 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE (- 5 So 2 1 2E9:5 22, (o3 5 KE= K= 14= C = Y = OVERFLOW-ELEV ' BEND-ANGLE(deg) STRUCT.DI tWIDTH(ft) Q-RATIO Cr # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE KE = K= M = C= Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE KE = K= 14= C= y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO January 1. 1999 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ui w ,...1 E eD 5 • • 4:t d A: O �. O � c4.) .i. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Maintenance Component General 1998 Surface Water Design Manual \ 1 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.5 - CATCH BASINS Defect Trash & Debris (Includes Sediment) Cracks in Basin Walls/ Bottom Conditions When Maintenance is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors No dead animals or vegetation that could cause complaints or dangerous gases present within the catch basin. (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and /or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., separation of Frame is sitting flush on top slab. more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Sediment/ Misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. A -5 Results Expected When Maintenance is performed No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 9/1/98 ' APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Component Catch Basin Cover Ladder Metal Grates (If Applicable) Maintenance Components General Metal 9/1/98 NO.5 - CATCH BASINS (CONTINUED) Defect Fire Hazard Vegetation Pollution Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Defect Trash and Debris Conditions When Maintenance is Needed Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent Is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Damaged or Missing. Grate missing or broken member(s) of the grate. NO.6 DEBRIS BARRIERS (E.G., TRASH RACKS) Condition When Maintenance is Needed Trash or debris that is plugging more than 20% of the openings in the barrier. Damaged/ Missing Bars are bent out of shape more than 3 inches. Bars. Bars are missing or entire barrier missing. Bars are loose and rust is causing 50% deterioration to any part of barrier. A -6 Results Expected When Maintenance is performed No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. Results Expected When Maintenance is Performed. Barrier clear to receive capacity flow. Bars in place with no bends more than 3/4 inch. Bars in place according to design. Repair or replace barrier to design standards. 1998 Surface Water Design Manual Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Maintenance Component General APPENDIX A Iv1AINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Conditions When Maintenance is Needed Sediment & Debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation Vegetation that reduces free movement of water through pipes. Damaged Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). NO. 11 - GROUNDS (LANDSCAPING) Defect Weeds (Nonpoisonous) Safety Hazard Trash or Litter Trees and Shrubs Damaged 1998 Surface Water Design Manual Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. A -9 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 9/1/98 Z 1 — Z W a J 0 00 in o tO W = NW W O 2 LL Q 2 0 W Z = I-- O Z F- LU W U 'O — O I— WW 2 F- H tL O co .. Z W 0 Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Family Fun Centers Address 29111 Town Center Loop West Wilsonville, OR Phone (503) 682-9742 Project Engineer John Weed, PE Company Bush, Roed & Hitchings Address/Phone 206 - 323 -4144; 2009 Minor Ave E; Seattle, WA 98102 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivison ❑ Short Subdivision ❑ Grading ,/ Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Family Fun Center Location Township 23N Range 4E Section 24 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline Management ❑ COE 404 ❑ Rockery ❑ DOE Dam Safety ❑ Structural Vaults ❑ FEMA Floodplain ❑ Other ❑ COE Wetlands :Part 5 SITE COMMUNITY AND DRAINAGE :BASIN Community Green River Drainage Basin Green River :Part 6 SITE CHARACTERISTICS ,/ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions /Swales ❑ Lake ❑ Steep Slopes Floodplain ❑ Wetlands ❑ Seeps /Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other Part 7 SOILS Soil Type UR Slopes 0% - 33% ❑ Additional Sheets Attached Erosion Potential Erosive Velcoties Slight - Moderate Part 11 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ✓ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 8 DEVELOPMENT LIMITATIONS REFERENCE ❑ Ch. 4 — Downstream Analysis ❑ Additional Sheets Attached LIMITATION /SITE CONSTRAINT No Downstream Required Part 9 ESC REQUIREMENTS ❑ Other MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ✓ Stabilize Exposed Surface ✓ Remove and Restore Temporary ESC Facilities ✓ Clean and Remove All Silt and Debris ,/ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other ;Part 10 SURFACE.WATER SYSTE ❑ Grass Lined Channel Pipe System Open Channel ❑ Dry Pond ❑ Wet Pond ❑ Tank ❑ Vault ❑ Energy Dissapator ❑ Wetland ❑ Stream o Infiltration Depression Flow Dispersal Waiver Regional Detention Method of Analysis Rational Compensation /Mitigati on of Eliminated Site Storage Brief Description of System Operation Series of catch basins and underground piping system to existing oil /water separator and biofiltration swale discharging into the Green River. Facility Related Site Limitations Reference Facility Limitation Part 12 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other 3ti i$,4 ";:X :tvws.IC `44..0 4*.f.:a 1 ,•••••••■. Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 717 - Signed/Date .11; Wet /and eso#rces /`IC. ��,% Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance • July 23, 2003 Family Fun Centers Attn: Dick Hendry 7300 Fun Center Way Tukwila, WA 98188 RE: Riverbank Restoration Monitoring Dear Dick, I visited the mitigation site at Family Fun Centers in Tukwila on Thursday, July 17, 2003. The purpose of the visit was to inspect the condition of the mitigation area and discuss necessary maintenance. Your expectation is to receive a positive monitoring report from Wetland Resources (WRI) in regard to bank stability, allowing King County to release a $480,000.00 assurance bond. In addition, you wish to move forward on continuing plant material maintenance in the sensitive areas to allow eventual release of an $8.000.00 plant assurance bond with the City of Tukwila. In order to effectively evaluate bank stability, WRI will need to be able to see the bank and the log structures that were placed in the river flood plain. Currently a dense stand of reed canarygrass prohibits visual observation of these. areas. This reed canarygrass will need to be removed for us to be able to inspect the bank. for stability: Let me forewarn you that even if WRI reports that the bank is stable, King County may require a stability report from a geotechnical engineer. It may be wise to preempt this possible scenario by arranging an inspection by the geotechnical consultant. The reed canarygrass needs to be removed and controlled as an element of the vegetation maintenance program as well. The following are specific recommendations for vegetation removal, control and re- planting, based on the approved mitigation plan and our recent site visit. The Off Channel Pond Both the bottom and the north side of the pond are doing very well. Both are densely covered with native vegetation and do not contain a significant amount of invasive species. The west steep bank of the pond contains some Scots broom that needs to be removed. The south steep bank of the pond contains some tansy and thistle that needs to be removed. The south steep bank needs more native trees and shrubs and more irrigation. I suggest adding more Douglas -fir in this area; remember; we are required to achieve 80% areal coverage before the plant material bond can be released.:::_ 1 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337 -3174 Fax (425) 337 -3045 River Flood Plain Below the Pine Stand This area has two invasive weeds that need to be removed and controlled. There is a large stand of annual mustard weed without under growing grass. We suggest you remove the mustard and plant tall fescue (grass). In addition, there is a stand of Japaneses knotweed in this area that needs to be removed and controlled. This area should also be planted to tall fescue after removal of the knotweed. The entire area should be planted to Scouler's willow, Douglas fir and dogwood. Again, we need 80% areal coverage to obtain the release of the plant material bond, so plant in a manner to achieve this goal. This area will need more irrigation once the plants are placed in the ground. River Flood Plain Below the East End of the Hotel This area has a dense stand of reed canarygrass that needs to be removed and controlled. There are existing native trees and shrubs within this stand of grass that need to be preserved and protected. Grass removal must be done carefully to avoid killing the plants we already have established. There is also some tansy in this area that needs to be removed. Once the canarygrass is gone we can evaluate how much vegetation remains and how much needs to be added. The area below the central part of the hotel looks very good and should serve as an example of how the rest of the flood plain should be planted. River Flood Plain Below the Central Portion of the Hotel This area is well stocked and contains very few invasive species. There is a little tansy that needs to be controlled. This area should be used as an example of how you want the rest of the river flood plain to look. Continue irrigating this area to achieve the desired 80% areal coverage. River Flood Plain West of the Hotel This area contains a dense stand of reed canarygrass with some tansy and blackberry. There may be some planted trees and shrubs within the canarygrasss, so removal should be done with care. Once the area is cleared, evaluate the need to replant based on achieving 80% areal coverage density. Use the central portion of the flood plain as an example site. Invasive Weed Control It will be almost impossible to eradicate the reed canarygrass without application of herbicide. The grass will need to be cut and the regrowth sprayed. Care must be taken to not overspray the desired plantings. The tansy and Japanese knotweed should be controlled in the same manner. Contract with a licensed applicator to apply the herbicide and plan on establishing an ongoing schedule for spraying. These weeds will not die with one application or in one growing season, but the success of this planting plan depends on effective control of these invasive species. Plant Material It appears the Douglas —fir is doing very well on this site in the drier areas. We suggest planting more of this species. The willow and dogwood are also doing well in the semi to persistently wet areas. Scouler's willow and dogwood should be planted in the semi -wet 2 areas in the flood plain and Pacific willow should be planted in the persistently wet areas. If your nursery supplier can obtain 4 to 6 inch diameter native willow with the root attached, you can plant "nurse logs" in the flood plain. Nurse logs can be planted by digging a shallow hole for the root wad, laying the full tree prostrate on the ground with the root wad in the hole and piling the dirt from the hole on top of the root wad. Shoots will sprout vertically along the bole of the tree, giving you a dense mass of willow plantings in a few growing seasons. Irrigation It will be necessary to continue watering the planted areas during the summer months. Please let me know when you have completed the invasive plant removal and I will be happy to revisit the site and make further recommendations. If you want me to coordinate with the geotechnical engineer for a joint site visit, please let me know. William Railton, PWS Principal Wetland Ecologist 3 • �t,�.�i�:9`;_.F,;it:. .r:° d�«_ w. c1'}' �_... �. k?= iiri. 4i3t.: i1? i.. f: sti.::' Y.:, �>.: i�9c: �: im';:. ei: K' iij: icn�i'. kraa:"+... ue.. Y.'. �u :L•:l4rv«:;�4.L::�1:a;:.�yv'ta< 07/24/2003 11:24 4253: '45 I W 4 P Delineation / Mitigation / Restoration / Hathltat Creation / Permit Assistance FAX TRANSMITTAL FROM: WILLIAM RAILTON • DATE:JULY 24, 2003 •TO: FAMILY FUN CENTER t FAX 425 -228 -7400 ATTN: DICK HENDRY PHONE: 425 - 204 -5005 RE: RIVERBANK RPSTOPA11OV MONITORING Gear Dick, See if you can get•Twinberry (Lonibera involucrata) Instead of dogwood. Twinberry is a large shrub (4 foot diameter by six foo* tall) that grows rapidly and has a nice blue -block berry favored by songbirds. Twinberry ' ould do well in the semi wet areas. Bill l ! 'f � u • NUMBER OF PAGES INCLUDING cOV_R SHE': 1 WETLAND RESDI'. .s PAGE 01 9505 - 19th Avenue SE Suite 106 Everett, Washington 98208 (425) 3374174 Fax (425) 337 -3045 �wi� ±'.•:" =': "o.:r.,':fq' ;•. _= %�f�Sr�;C:ti.,;k:::d� .. :sN_i��:iC:.�.CZSUU« WAL *MART ALWAYS LOW PRICES. BETTER EVERYDAY LOW PRICES MANAGER KELLY BRYE C 425 ) 227 - 0407 STS 2516 OPt 00004028 TES 73 TRS 06122 CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A ** VOIDED ENTRY ** SUMMITASH 075243801024 17.00 -A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.09.A VIBURNUM 009907987901 1.00 A VIBURNUM 009907987901 1. 0 A VIBURNUM 009907987901 1 00 A ** VOIDED ENTRY ** VIBURNUM 009907987901 1 00-A VIBURNUM 009907987901 1.00 A, EVRG AZALEA 009907915002 .00 A BLK HLS SPR 009907955901 .47 J I. BLK HLS SPR 009907955901 .47 J BLK HLS SPR 009907955901 47 J BLK HLS SPR 009907955901 5.47 J ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.j7 -J ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.4 -J ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.47rJ ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.47 BLK HLS SPR 009907955901 1.00 BLK HLS SPR 009907955901 1.00IA BLK HLS SPR 009907955901 1.O0IA BLK HLS SPR 009907955901 1.00IA ** VOIDED ENTRY ** BLK HLS SPR 009907955901 1.0q-A BLK HLS SPR 009907955901K 1.00 A MUGO PINE X 009907961006 3.8/ J ** VOIDED ENTRY ** MUGO PINE X 009907961006 3.8,7 -J MUGO PINE X 009907961006 1.0000 A MUGO PINE X 009907961006 0 A JUN YOUNGST 009907942501 4. 7 J 1. ** VOIDED ENTRY ** JUN YOUNGST 009907942501 4.17-J JUN YOUNGST 009907942501 140 A JUN YOUNGST 009907942501 1.00 A ** VOIDED ENTRY ** JUN YOUNGST 009907942501 1.00-A SUBTOTAL 276.00 TAX 1 8.800 % 24.29 TOTAL 300.29 VISA TEND 300.29 ACCOUNT $5604 APPROVAL 5004841 ' y..,L'v� ?7.ii41 "'w..:'«+:4:.1^: i•�2'tai+�/>:v+.. ':+W.ua. `.• .Y.vY , CUSVEIRDE 0. - PHONE DATE541/2 NAME '''''''''.7....‘----#.• , ADDRESS BY .4; w • • , , CAS . .o.� 7 • .r.• , .... — CHARGE , :. • 2 ON ACCT. pETD. „RAID OUT QTY. DE RIPTION PRICE AMOUNT / 4 '0;4 / 7. f° gsp -__Ce7Z17.t.e-,ize._, -5/4 ..201:e _A. .1(3•v :5 i - TAX . ..... RECEIVED BY •.___ TOTAL • 15631 ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255-1598 Fax (425) 255-0709 All claims and returned goods MUST be accompanied by this bi I. egM To Risonder. 800•22S-6380 or net= Thankcl •Js 1 414 "1.!1 4 %..-44. — .0 i'.= ira,okyt,' 1140.), • ■ 15255 ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 9E059 (425) 255-1598 Fax (425) 255-0709 by this bill. All claims and returned goods MUST be accompanied C13 To Reorder: 000.2254380 or nebs.com ( MIST* E - • FIDE -,, "• ..0" I /Ai 4'..., ./......,..::.-.0,—,- NAME ../. PHONE ,. .„,..ere•I't • '...... DATE ... • ADDRESS _ .-- .. ..•110 , 2 ' • CASH C.O.D. ;:' CHARGE ONACCT. MDSE. RETD. - PAID OUT . • . . ■ ca , ( DESCRIPTION PRICE AMOUNT /6 . lij ei...16-.. .. ..,.. a . •i° V , ' . ... / rf /f 2 ,p eillerer ....; ....E ,,, / ....„. ., .0. 04 " .‘" I- — / I .............." •• Q • ; . ' .....Ar __,_,..4../. V -2 ". 22 -----1 , 0 5 ef. .-- - ?.efRe 4: 2. / ,...__. v , ...„,..; . op • mze --- . 71 ---- ..- ,,. .e.',-. . -. P -.'---. / ........ ....... / .7.?.2.1€(0. / ---- l • ........... 1 t TAX RECEIVED BY %... TOTAL • : • 15256 ■ ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255-1598 Fax (425) 255•0709 All claims and returned goods MUST be accompanied by this bill. To Reorder 800.225 or nobs.corn Thank Yo ••••••...*••••••...04 .,•••• ••••••.**•• •■ • GUSTO R' PHONE SORIPTION / 6 A 4 7xk MDSE. RETO. PAID our AMOUNT M ADDRESS RECEIVED BY TOTAL Alt claims and returned goods MUST be accompanied by this bill. ThankcYou 15601 ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255-1598 Fax (425) 255-0709 ,„____gkirie,64UZOivi174.4,1'. • To Fliorder: 6C0-225-6380 or nebe.00m DATE 2 -- a22 id* Rat :oe) 75 ' 7/i2 f-CUSTO _ fri."7.1.06x PHONE DATE \ - /2 ) ME ... ter./ ADDRESS -- - — - ---- -. - - - - • - - - -- . .... . . _ .t4W,4 ;:/fitt - 4 ' . Cfalitt ,-. „„--" * D., : :■.. -1.'441, .C •Itv:'. . • iON,ACC,T.F: .. MD,SE4EM. .7.•••••.' ...SPAID Wri - . Tirviv ,-4,, :-.',..-: - ' - ,- . DESCRIPTION PRICE AMOUNT _/ fi ,..../ -7:4-7 ,,eli ____ ... ._....:17‹79.....________ ."." __...... ...... _ __________.....___ L Z P) .._, ) e 4 °4'<- '• - , -e-Pic 6) _5 : _cicrIC 0 ...._ _ ..._____.. . 1 1. , 1 • ; , . . ; • ; 1 ; , TAX RECEIVED BY ) TOTAL J J aNawnooa 3141 AO Ainvno 3H1 01 na Si 1130110N SII-Il NvEujivaio SST] S1311MIA 91141 NI 1N31/11100CI 2H1 AI :30110N 1580 J To Reorder: MANE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255-1598 Fax (425) 255-0709 ALT 800-725-6300 or nebs.com ii All claims and returned goo MUST be accompanied by this bill. . Thank9Iou I .. ... vs•••••'• • • V Iti 1411 "0' • 1 CfAES vs: FET4,-.Ft: • ZE1 cigE r- 11T.TH Th E1-‘14.111-1 07/24/2003 11 :24 42533735 Bill We'/aitdRrces /nG Delineation / Mitigation / Restoration / Haltat Creation / Permit Assistance FAX TRANSMITTAL DATE:JULY 24, 2003 . TO: FAMILY FUN CENTEI2E ATTN: DICK HENDRY FROM: WILLIAM RAILTON RE: RIVERBANK RESTORATIO'1 MONITORING Dear Dick, WETLAND RESOURt' PAGE 01 FAX 425- 228 -74OO PHONE: 425.204 -5005 9505 - 19th Avenue SE Suite 106 Everett, Washington 98208 • (425) 337 -3174 Fax (425) 337 -3045 See if you can get•Twlnberry (Loniera involucrata) Instead of dogwood. Twinberry is a large shrub (4 foot diameter by six food tall) that grows rapidly and has a nice blue -block berry favored by songbirds. Twinberry 4ouid do well in the semi wet areas. • NUMBER OF PAGES INCLUDING GOvR SHE 1 z i1 w ce 6 0 CO p CO U1' J i W O Q . co = t- z z � II- O Z I uj 2 0 - 01— w W I - r- - O. iii co U N O z :al'YM : e rr :" : aeLyitipl ':7.u:;F�w'k::K'd..arewcF N..ar +x� ...:r1 WAL* MART ALWAYS LOW PRICES. ACCOUNT 15604 APPROVAL $004841 TRANS.10..0013 t89,5827l084 BETTER EVERYDAY LOW PRICES MANAGER KELLY BRYE C 425 ) 227 - 0407 ST$ 2516 OPt 00004028 TEt 73 IRS 06122 CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A CKNGMAPLE 075243800800 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 R SUMMITASH 075243801024 17.00 A SUMMITASH 075243801024 17.00 A ** VOIDED ENTRY ** SUMMITASH 075243801024 17.00 -A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.00 A SEUWHTBRCH 075243800906 19.09.A VIBURNUM 009907987901 1.00 R VIBURNUM 009907987901 1, 0 A VIBURNUM 009907987901 1 00 A ** VOIDED ENTRY ** VIBURNUM 009907987901 1 00 -A VIBURNUM 009907987901 1.00 A EVRG AZALEA 009907915002 .00 An� BLK HLS SPR 009907955901 .47 JL, BLK HLS SPR 009907955901 .47 J BLK HLS SPR 009907955901 47 J BLK HLS SPR 009907955901 5.47 J ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5. 7 -J c ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.4 -J , ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.4 J ** VOIDED ENTRY ** BLK HLS SPR 009907955901 5.47,J BLK HLS SPR 009907955901 1.00IA ELK HLS SPR 009907955901 1.00IA BLK HLS SPR 009907955901 1,00IA BLK HLS SPR 009907955901 1.00 /A ** VOIDED ENTRY ** BLK HLS SPR 009907955901 1,0 -A BLK HLS SPR 009907955901K 1.00 A MUGO PINE X 009907961006 3.8/ J ** VOIDED ENTRY ** MUGO PINE X 009907961006 3.88,�7 -J MUGO PINE X 009907961006 1.00 A MUGO PINE X 009907961006 0 A JUN YOUNGST 009907942501 4. 7 J 1. ** VOIDED ENTRY ** JUN YOUNGST 009907942501 4.17-J JUN YOUNGST 009907942501 1.40 A JUN YOUNGST 009907942501 1.00 A *4 VOIDED ENTRY ** JUN YOUNGST 009907942501 1.00 -A SUBTOTAL 276.00 TAX 1 8.800 % 24.29 TOTAL 300.29 VISA TEND 300.29 A04 A44,1. CUST) RDE O. -dor PHONE DATE5/ NAME ADDRESS .-.''. BY, *,;.. ,7 - ": 7 ;1.- '• CAS , :', CP I -''.:7,-....:A' CHARGE -,•:.,... ' ....',1.:. ON ACCT. .. • : - r:'''. REID. "":".' ' PAID OUT ,.,-'.. :,• OTY. DE RIPTION PRICE AMOUNT _____ff AZI_II 5 .50 ,P, Z •i :st — . a I i eo r- ---- q33 5 T I ' I 1 ...... TAX RECEIVED BY TOTAL 15631 trAvAP;m4mk,alacm ”rIttrz417arArk.445,44VISIU 4■41144 ' ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255-1598 Fax (425) 255-0709 All claims and returned goods MUST be accompanied by this bi I. To Ruder 80o-2254380 or rube.= 7hankcli C.O.D. ON ACCT. NA E ADDRESS TAX , 4 , . . All claims and returned goods MUST be accompanied by this bill. 15255 crhanka) c_73 To Reorder. Z• a22543w of nribs.corn - • t• - )144 ALPINE NURSERY, MC, 16023 S.E. 144th Street RENTON, WASHINGTON 9E059 (425) 255-1598 Fax (425) 255-0709 z • z 6 1-I O 0 0 0 • w UiI -J • u_ tij 0 2 g I (75 1- ILI z o z UJ Lu 2 0 0 I— Lu U- Z Z.3 o OUST* E •RDE2 �'• PHONE DATE 4 \ NAME �/l � ,� - - • ADDRESS v BY CAS C.O.D. CHARGE ON ACCT. MDSE. RETD. • PAID OUT . : , Q T Y l { DESCRIPTION PRICE AMOUNT ._ 1. ...; .n � . ' ' J � � f J ! G.+V __...�. -2 11. yy Loa rc /. �. 1� 4. --r - 7 f or y 2. i.- o • , . 1M iV / 114 / 4' g6' .._ ___...__..- TAX RECEIVED BY TOTAL r" r. I /7 15256 ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, WASHINGTON 98059 (425) 255.1598 Fax (425) 255 -0709 All claims and returned goods MUST be accompanied by this bill. To Reorder. 800. 2258380 or nsbs.com `?hank .■•• ••••• • sol GUSTO IT • *E NAM? ADDRESS :. SO • SA', QTY. C.O.D. PHONE DATE CHARGE SCRIPTION ON ACCT. _ ,at h.-"7 fir ,42-07 MDSE. RETD. PAID OUT AMOUNT 22 c- /- ;a'. f 239 e TAX RECEIVED SY 15601 To Reorder: 80-225-6380 o nebe.com ALPINE NURSERY, INC. 16023 S.E. 144th Street RENTON, V/ASHNGTON 98059 (425) 255-1598 Fax (425) 255-0709 TOTAL All claims and returned goods MUST be accompanied by this bill. 7hankcYou "4$11 1 :3 1 1rA :3;1 ;air; iji333cf! ?I Hifi.: • ,a j 33.01 la ill : 7 I -fi -11 • ••• kir! • t *; i r - • 2') — 2 '69 IJOA VEIL& :Japg,ou V 083T 11 U.100 sill:1u JO ones-sze-ooe *um spp iq paluedumme aq isnyv s oo patunial pue Stamp 11V Li / 31VC1 — ' 60LO (SZV) xej 86ST (SW 6S086 NOIONIHSVM 'N0IN38 4. tliVin '3'S EZ09 I '3N1 `Ael3SHfIN 3NOHd SS3LIGGV 3WVN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J ,: /'t /a`Ideso#rces /`IC. f ,. Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance ,/ r July 23, 2003 Family Fun Centers Attn: Dick Hendry 7300 Fun Center Way Tukwila, WA 98188 RE: Riverbank Restoration Monitoring Dear Dick. I visited the mitigation site at Family Fun Centers in Tukwila on Thursday, July 17, 2003. The purpose of the visit was to inspect the condition of the mitigation area and discuss necessary maintenance. Your expectation is to receive a positive monitoring report from Wetland Resources (WRI) in regard to bank stability, allowing King County to release a $480,000.00 assurance bond. In addition, you wish to move forward on continuing plant material maintenance in the sensitive areas to allow eventual release of an $8,000.00 plant assurance bond with the City of Tukwila. In order to effectively evaluate bank stability, WRI will need to be able to see the bank and the log structures that were placed in the river flood plain. Currently a dense stand of reed canarygrass prohibits visual observation of these areas. This reed canarygrass will need to be rentoved for us to be able to inspect the bank for stability. Let me forewarn you that even if WRI reports that the bank is stable, King County may require a stability report from a geotechnical engineer. It may be wise to preempt this possible scenario by arranging an inspection by the geotechnical consultant. The reed canarygrass needs to be removed and controlled as an element of the vegetation maintenance program as well. The following are specific recommendations for vegetation removal, control and re- planting, based on the approved mitigation plan and our recent site visit. The Off Channel Pond Both the bottom and the north side of the pond are doing very well. Both are densely covered with native vegetation and do not contain a significant amount of invasive species. The west steep bank of the pond contains some Scots broom that needs to be removed. The south steep bank of the pond contains some tansy and thistle that needs to be removed. The south steep bank needs more native trees and shrubs and more irrigation. I suggest adding more Douglas -fir in this area; remember; we are required to achieve 80% areal coverage before the plant material bond_can be released.:: :_. 1 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337 -3174 Fax (425) 337 -3045 River Flood Plain Below the Pine Stand This area has two invasive weeds that need to be removed and controlled. There is a large stand of annual mustard weed without under growing grass. We suggest you remove the mustard and plant tall fescue (grass). In addition, there is a stand of Japaneses knotweed in this area that needs to be removed and controlled. This area should also be planted to tall fescue after removal of the knotweed. The entire area should be planted to Scouler's willow, Douglas fir and dogwood. Again, we need 80% areal coverage to obtain the release of the plant material bond, so plant in a manner to achieve this goal. This area will need more irrigation once the plants are placed in the ground. River Flood Plain Below the East End of the Hotel This area has a dense stand of reed canarygrass that needs to be removed and controlled. There are existing native trees and shrubs within this stand of grass that need to be preserved and protected. Grass removal must be done carefully to avoid killing the plants we already have established. There is also some tansy in this area that needs to be removed. Once the canarygrass is gone we can evaluate how much vegetation remains and how much needs to be added. The area below the central part of the hotel looks very good and should serve as an example of how the rest of the flood plain should be planted. River Flood Plain Below the Central Portion of the Hotel This area is well stocked and contains very few invasive species. There is a little tansy that needs to be controlled. This area should be used as an example of how you want the rest of the river flood plain to look. Continue irrigating this area to achieve the desired 80% areal coverage. River Flood Plain West of the Hotel This area contains a dense stand of reed canarygrass with some tansy and blackberry. There may be some planted trees and shrubs within the canarygrasss, so removal should be done with care. Once the area is cleared, evaluate the need to replant based on achieving 80% areal coverage density. Use the central portion of the flood plain as an example site. Invasive Weed Control It will be almost impossible to eradicate the reed canarygrass without application of herbicide. The grass will need to be cut and the regrowth sprayed. Care must be taken to not overspray the desired plantings. The tansy and Japanese knotweed should be controlled in the same manner. Contract with a licensed applicator to apply the herbicide and plan on establishing an ongoing schedule for spraying. These weeds will not die with one application or in one growing season, but the success of this planting plan depends on effective control of these invasive species. Plant Material It appears the Douglas —fir is doing very well on this site in the drier areas. We suggest planting more of this species. The willow and dogwood are also doing well in the semi to persistently wet areas. Scouler's willow and dogwood should be planted in the semi -wet 2 z � cc 6 00 0) cn w - w LL Q co I Cr 1— w z � F- 0 Z ~ U � O - O F- LU w • U Li_ O .z w • = O ~ z areas in the flood plain and Pacific willow should be planted in the persistently wet areas. If your nursery supplier can obtain 4 to 6 inch diameter native willow with the root attached, you can plant "nurse logs" in the flood plain. Nurse logs can be planted by digging a shallow hole for the root wad, laying the full tree prostrate on the ground with the root wad in the hole and piling the dirt from the hole on top of the root wad. Shoots will sprout vertically along the bole of the tree, giving you a dense mass of willow plantings in a few growing seasons. Irrigation It will be necessary to continue watering the planted areas during the summer months. Please let me know when you have completed the invasive plant removal and I will be happy to revisit the site and make further recommendations. If you want me to coordinate with the geotechnical engineer for a joint site visit, please let me know. William Railton, PWS Principal Wetland Ecologist 3 z z 6 D U0: �W = J 1- w0 =C'1 Z 1 .. 1- 0 Z U O N O E 2 0 ▪ H tL O Z : U • U) O H, Z Project File No. L97 -0048 1. PROJECT DESCRIPTION: 2. POLICIES OF THE SMA/SMP: MEMORANDUM TO: Jack Pace, Planning Manager FROM: Nora Gierloff, Associate Planner RE: Shoreline Permit - Family Fun Center Site DATE: June 1, 1998 The project involves developing an approximately 14 acre site by demolishing existing structures and regrading the site. To accommodate required flood storage capacity a combination of off - channel pond and riverbank cutback with restoration and habitat enhancement will be built adjacent to the Green River. Proposed buildings include a 9,000 square foot restaurant, a 153 room 4 story hotel, a 36,300 square foot restaurant and arcade building and 7 acres of outdoor attractions including miniature golf, bumper boats, batting cages and a go cart track. A City trail will be constructed along the perimeter of the site and will connect to a new pedestrian bridge crossing the River. 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. z = z Uo co J F-- CD u_ w g ¢ = w . Z = �- o Z I- w Ili o o - u � F . w z U= 0 F- z 3. SHORELINE REGULATIONS: L97 -0048 Shoreline Substantial Development Permit Page 2 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. The Family Fun Center project will redevelop a vacant site for use by three new businesses. The Interurban Trail will make a loop around the edge of the site, thereby increasing public access to the shoreline. The City will construct a new pedestrian bridge across the Green River that will land on the site and provide a connection point for the new trail. The Family Fun Center amusement park is a recreational use and the La Quinta hotel has placed its pool and patio on the river side of the building. The multiple uses planned for the site are compatible with the river environment. Extensive fish and wildlife habitat enhancement including log snags and native plantings are planned for the riverbank and off - channel pond. No damage to the river environment is anticipated because the project will control the effects of the development by containing and treating stormwater in a bioswale and other water quality features prior to release into the river. No historic structures remain on the site. The historic dairy barn was documented in a report circulated to the State Office of Archaeology prior to being destroyed in an arson fire. 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 riverbank and off - channel pond in the River Environment will be extensively landscaped with native plants. The uses proposed for the River and Low Impact Environments are landscaping, a public trail, and a landscaped parking lot, all of which meet the Shoreline Overlay regulations. The uses proposed for the High Impact Environment are the restaurant and hotel buildings and some of the outdoor attractions of the amusement park which are either allowed L97 -0048 Shoreline Substantial Development Permit General Shoreline Regulations: outright in the Commercial/Light Industrial zone or allowed under the conditional use permit granted by the Planning Commission. Page 3 (1) The use is in conformance with the regulations of the underlying zone district; A conditional use permit is required to establish an amusement park in the C/LI Zoning District. This was granted by the Planning Commission on April 23, 1998. An appeal of the conditional use permit was filed May 13th and the City Council will hold a closed record hearing on the matter in late June. (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. See section 2 for a discussion of the policies of Tukwila's Shoreline Master Program. (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; The riverbank will be benched and an off - channel pond will be constructed to provide compensatory flood storage for filling on other parts of the site. Non - native invasive plant species will be removed from the bank and replaced with native plants with higher habitat value according to a riverbank restoration plan develope&by Wetland Resources Incorporated. (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; Only stormwater runoff is expected to be discharged into the River. It will be treated in an oil/water separator and a bioswale along the riverbank prior to discharge per the King County Surface Water Design Manual standards. (6) All State and federal water quality regulations shall be strictly complied with; The project will require permits from the US Army Corps of Engineers 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. L97 -0048 Shoreline Substantial Development Permit Most of the wildlife habitat on site is of low value and will be improved through the revegetation of the bank with native plant species, installation of log snags along the riverbank and construction of an off - channel pond. The majority of a significant stand of willows at the east edge of the site will be retained. z z re w QQ � J U municipal agencies. o cn J In addition to this Shoreline Substantial Development Permit and a SEPA checklist the project is u_ also applying for a Nationwide 27 Wetland and Riparian Restoration and Creation Activities permit w 0 from the US Army Corps of Engineers for construction of the bench and pond and an HPA permit g from the State Department of Fish and Wildlife for the outfall. c d . • = W 4. COMPREHENSIVE PLAN SHORELINE POLICIES z F—o z �— (9) All necessary permits shall be obtained from federal, State, county or ILI w The policies of the Comprehensive Plan that affect shoreline development are found in n O • ^ the Shoreline Element. o � w W U - Development should minimize impacts on important habitat features, protect and restore degraded riverbanks, and mitigate unavoidable disturbance of vegetation iii z co and habitat U - Development should minimize water pollution, provide erosion control, and protect z Shoreline Element Page 4 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 - 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 majority of an existing significant stand of willows along the riverbank will be preserved. Other areas of the bank with lower habitat values will be replanted with native plant species. Stormwater from the site will be treated in a bioswale prior to discharge into the river. Erosion arr� r R �P� SW7°v�* ga. L97- 0048 Substantial Development Permit Page 5 will be controlled according to a plan approved by the Tukwila Public Works Department. The Family Fun Center project will provide a public benefit by enhancing public access to the river. No over -water structures are planned, other than the new pedestrian bridge which will be covered through a separate SEPA and Shoreline permit process. The development has received design review approval and a conditional use permit from the Tukwila Planning Commission/Board of Architectural Review. The development will increase the public's access to and enjoyment of the river. LL 5. COMMENTS w o Verbal comments were received from representatives of the Mucldeshoot Tribe Fisheries u. Department, King County Department of Natural Resources, and the Washington Department of = a Fish and Wildlife at a series of coordination meetings held by the City of Tukwila. These F- s comments have influenced the evolution of the final riverbank design. Z H t-O zt- in In addition a written comment letter was received from Phil Schneider of the State Department of 2 n Fish and Wildlife based on earlier plans for the riverbank work. He made the following points: v N _ 1. The log barbs /root wads will provide good cover and refuge area for fish and he recommended o ♦-- that some be grouped together to form a more complex habitat. = v uj 2. Portions of the project do not provide the 100 to 150 foot buffer from the OHWM F. recommended in the WDFW Wild Salmonid Policy. . z co 3. Stormwater discharge into the Green River should meet the requirements of DOE's Stormwater t Manual. An HPA will be required for the outfall and habitat structures. p F-. Response: 1. The log snags will be grouped. 2. Wetland Resources Inc. has addressed this issue in their report. Rather than providing the full buffer width the river habitat will be enhanced through grading, placement of log snags, construction of an off - channel pond and revegetation of the riverbank. 3. The stormwater will be treated per code requirements and the developer has applied for an HPA. A comment letter was received from Chris Clifford with concerns about both SEPA and shoreline issues. 1. The right in and right out access would be inadequate for the intensity of the use and would pose an unacceptable danger to the public and patrons of the facility. 2. Analysis of the project's impacts on wildlife and protected bird species that use the large trees on site should be conducted. 3. The impact of the construction of the bench along the shoreline on native fish runs is unknown. 4. The proposal is for a commercial use that is not consistent with the Shoreline Master Plan urban designation for the shoreline. z 6. SEPA: A determination of non - significance was issued on April 6, 1998. 7. RECOMMENDATION: Approve the shoreline substantial development permit. L97 -0048 Shoreline Substantial Development Permit Page 6 5. . The magnitude of the project's impacts on the quality and economic vitality of the area warrant an environmental impact statement. Response: 1. Circulation issues were examined in the Traffic Impact Study completed by Entranco Engineers. Entranco concluded that queuing would be a maximum of one car, resulting in Level of Service ratings of A or B for both driveways and Monster Road intersections. 2. There are no threatened or endangered bird species on site. The intensive landscaping of the river bank buffer with native species will enhance the habitat value of the site. 3. The flood storage bench has been redesigned to start at elevation 9.0, above the ordinary high water mark, so that it will be inundated only during flood conditions. It was designed with input from the State Department of Fish and Wildlife and the Muckleshoot Indian Tribe to create low flow pockets that will provide refuge and holding areas for juvenile and mature fish in this stretch of the River. Large woody snags have been incorporated into the bench and an off - channel pond to add further habitat value and mitigate for the necessary vegetation removal and interim loss of riparian habitat during construction. 4. Tukwila's Shoreline Plan defines the urban environment as including "areas to be managed in high intensive uses, including residential, commercial and industrial uses, while providing for restoration and preservation to ensure long -term protection of natural and cultural resources within the shoreline." 5. The project will redevelop a largely vacant site for three commercial uses, remediate contamination on the site, provide flood storage and improve fish and wildlife habitat. These actions are not expected to create substantial unmitigated negative impacts on the surrounding area, therefore an EIS is not warranted. The attorney handling the appeal of the conditional use permit, Joel Haggard, sent a letter to the City containing shoreline comments on May 11th. Most of the comments stemmed from misunderstandings of Tukwila's current regulations and difficulties in reading the drawings. City staff responded in a letter dated May 19th and copies of both letters are attached. z ;= z 00 0 W = W W 2 g � w z = ▪ O z r- w • w c o U � 0 o E— w W. I-r Ili — • I O ▪ F- z Wet/aijdN'esoi �ii Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance RIVERBANK RESTORATION AND HABITAT ENHANCEMENT BIOLOGICAL ANALYSIS AND MITIGATION DESCRIPTION FOR FAMILY FUN CENTERS TUKWILA, WA. WETLAND RESOURCES, INC. PROJECT #98045 Prepared By: Wetland Resources, Inc. 9505 19th Avenue SE, Suite 106 Everett, Washington 98208 (425) 337 -3174 For: Family Fun Centers 29111 S.W. Town Center Loop West Wilsonville, Oregon 97070 'RSV. May 5, 1998 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337 -3174 Fax (425) 337 -3045 Table of Contents Project Site Description 1 Restoration and Creation Summary 2 Baseline Information 3 Mitigation Goals and Objectives 5 Mitigation Condition and Function 7 Mitigation Standards 8 Use of this Report 11 Figures 1. Log Structures - Riverband - Top View 2. Log Structure - Riverbank - Side View 3. Log Structure - Channel Entrance East Site 4. Log Structure - Channel Entrance West Site 5. Off Channel Pond - Top View 6. Off Channel Pond - Cross Section 7. Off Channel Pond Log Structures Tables 1. Buffer/Habitat Development photos 1. Existing Poor Condition 2. Existing Poor Condition 3. Desired.Product,Example 4. Desired Product Example Report References Professional Biographies w.n.ru v. r�nr.: vnia. Hinsx. rrenfi�...-..., N. v.... ...vr�.w.wiuvr.x.a..•.s..wrm'Cr stu ti Location PROJECT DESCRIPTION The Family Fun Center proposes to develop this approximately 13 acre site in the City of Tukwila, WA. immediately adjacent to the Green River. The Green River is a Shorelines of the State and supports a population of native Chinook salmon and Coho salmon, along with terrestrial wildlife species. The site is situated on the north side of Interstate 405 between Fun Center Way and the Green River in King County, Washington. The site is legally located as a portion of Section 24, Township 23N, Range 4E., W.M.. Area Description No sensitive areas, wetlands or streams exist on the development site or in the immediate vicinity of the development site except for the Green River and the steep slopes along the riverbank of the Green River. The Green River is a Shorelines of the State and rated by the State as a Water Type 1 drainage. The City of Tukwila requires a minimum 40 -foot Shorelines River Environment setback zone which allows specific structures or uses (TMC 18.44.130). In addition, the setbacks for all shoreline zones extend from the Mean High Water mark defined as the elevation that corresponds with a discharge flow rate of 9,000 cfs (TMC 18.06.570). The US Army Corps of Engineers and the Washington State Department of Fish and Wildlife both have jurisdiction to regulate activities which occur within and below the Ordinary High Water Mark (OHWM) of the Green River as defined by the US Army Corps of Engineers as that line which corresponds to the horizontal line along the bank below which the predominant upland vegetation does not grow (33 CFR Part 328.3(e)).. The Proposed Family Fun Center will require a Shorelines Substantial Development Permit for work proposed within 200 feet of the OHWM of the Green River. The Washington State Department of Fish and Wildlife (WDFW) will require a Hydraulic Project Approval (HPA) for any work proposed adjacent to or below the OHWM of the Green River or any work which could potentially have a negative effect on the fisheries of the Green River. WDFW currently recommends 100 to 150 foot buffers adjacent to the Green River based on the existence of a Chinook salmon population in the river. The US Army Corps of Engineers will regulate activities below the OHWM of the Green River. Mitigation Description The Family Fun Center project proposes to replace lost 100 year flood storage capacity by construction of a riverbank shelf and construction of an off - channel fisheries habitat pond (See Barghausen Engineering Calculation). The riverbank shelf will be constructed at elevation 9. The OHWM of the Green River at the development site has been determined to be 8.4. The off channel pond will be constructed with a bottom elevation of 6 and a narrow channel connecting to the Green River at elevation 4. The riverbank shelf will be enhanced by ,placement ..of..woody debris, for... fisheries habitat and will be planted to a mix of native trees and shrubs suitable to this new environment. The side slopes from the shelf to the edge of the buffer will also be planted to native trees, shrubs and grasses and will be irrigated during the first two years of establishment. The off channel pond will have woody debris habitat structures placed in the channel and in the pond itself for fisheries benefit. The pond and channel will be planted to native trees, shrubs and grasses (See Weisman Design Group Riverbank and Off Channel Pond Landscape Plan for details of all plantings). 1 ;r.�u -�tM' anent.' atvn» ms- nc�w�ngn* qt:?' ct.,. i' rtY!` !x'r�.1,.'i7s•'R+� ;Hi'}�'y -t".y The Family Fun Center proposes to mitigate for reduction of the recommended WDFW recommended 100 to 150 foot buffer by creation, enhancement and restoration of the riverbank shelf and off channel pond. The loss of flood storage will be compensated by replacement of the lost capacity in the riverbank shelf and off channel pond. Disturbance of the existing riverbank will be compensated by revegetation of the area with native trees, shrubs and grasses. The proposed mitigation project will greatly increase the functions of the River Environment adjacent to the Green River for fishery and wildlife habitat by providing greatly increased aquatic and terrestrial habitat. Invasive plant species will be replaced by selected native plant species. Woody aquatic structures and varying elevation shelves and off channel habitat areas will be created to benefit the local fisheries, as well as local wildlife species. Flood storage will be replaced at a minimum of 1:1. Mitigation for fish and wildlife habitat and flood storage will be supplied on site. By implementation of this mitigation plan the functions of the river habitat areas on this site will be greatly improved over existing conditions. The functions will be greatly improved over the WDFW standard recommendation of 100 to 150 foot buffers without restoration. Alternatives Process Description The development and shoreline area mitigation design for the Family Fun Centers, Tukwila, WA. project is not a condition required by the City of Tukwila but has evolved through the City's coordination responsibility for SEPA review, Army Corps permitting and a Shoreline Substantial Development Permit. The City of Tukwila has coordinated multiple meetings between the Family Fun Centers design team, Washington State Department of Fish and Wildlife (WDFW), King County and the Muckelshoot Tribal Fisheries in an effort to design a project which address the concerns of each agency and group. Project impacts to the river habitat environment as related to the City of Tukwila, consist of direct replacement of lost flood storage capacity on site. Project impacts to the river habitat environment related to the Army Corps of Engineers are associated with an open channel between a proposed fisheries habitat pond and the Green River. Impacts below the OHWM will amount to 7.1 cubic yards calculated as a 4.4 -foot high wedge from a 2:1 slope, spanning the width of a 10 -foot channel. Project impacts to sensitive areas related to the Washington Department of Fish and Wildlife HPA consist of buffer width reductions from standard recommendations, limited impacts below the OHWM and water quality and storm water detention as they impact fisheries of the Green River. The majority of this Riverbank Restoration and Habitat Enhancement Plan is designed to support a reduction in buffer from the WDFW recommended 100 to 150 feet to the proposed minimum 50 feet. The existing buffer is highly disturbed and of low value, but could provide some protection to the river environment habitat by greater separation of the proposed development from the OHWM. The combination of native planting of the reduced buffer, construction of fisheries habitat structures immediately above the OHWM, development of an off - channel pond with an open water connection to the Green River and native planting of the off - channel pond, are designed to mitigate for the reduced distance between the proposed development and the river environment habitat. The concept of construction of a riverbank shelf immediately above the OHWM with extensive woody debris and native plantings has been supported in concept by all of the above mentioned groups. The concept of an off channel pond with extensive woody debris and native plantings has also been supported in concept by all of these groups. The proposed buffer is greater than the 40- foot setback required under the City of Tukwila Shoreline Overlay. The restored and enhanced buffer proposed under this mitigation plan will function to a much higher degree for the benefit of fish and wildlife than the WDFW recommended 100 to 150 foot buffer without restoration. 2 The Family Fun Center has adjusted and redesigned the configuration and infrastructure of their project to accommodate the extensive buffer restoration and habitat creation project currently proposed. Impacts below the OHWM have been avoided and minimized to the greatest extent possible while adding to the existing fisheries habitat. RIVERBANK RESTORATION AND HABITAT CREATION PROJECT SUMMARY This riverbank restoration and habitat creation project is planned to develop riparian fisheries and wildlife habitat above the Ordinary High Water Mark of the Green River. The OHWM for this section of the Green River has been determined to be elevation 8.4. A riverbank shelf will be constructed at elevation 9.0 for approximately 500 feet immediately adjacent to the riverbank. This shelf will average twenty feet wide and will be planted to native grasses, shrubs and trees. This will allow the elevation 9.0 shelf to become inundated an estimated 3 months per average year. We believe this estimate is reasonably accurate based on discussions with WDFW, the City of Tukwila and King County. The slopes above the riparian shelf will be graded at 2:1 and planted to native grasses, shrubs and trees. In addition, five large masses of conifer tree snags with root wads will be placed along this shelf for the benefit of native fisheries. These log masses will be held in place with rock and post anchors and heavily planted to native willow and dogwood species. The root wads will extend into the river channel and angle to a point below the OHWM. The vast majority of existing native willow and dogwood along this section of the Green River will not be disturbed during the construction of this project. The project has been designed to protect valuable existing native plant material. The vast majority of the riverbank is dominated by Himalayan blackberry. The blackberry will be removed along all portions of the riverbank on the Family Fun Center property and replaced with native grass, shrub and tree species. An off - channel pond will be developed at the northeast corner of the property. This pond will have a low bottom elevation of 6.0 with shelves at elevation 8.0 and 10.0. These shelves will be planted to native sedge and bulrush, willow, dogwood and cottonwood trees. The area above 10.0 will be planted to native conifer and hardwood trees and shrubs. The pond will be connected to the Green River by a sloping channel which will enter the river at approximate elevation 4.0 (below OHWM). This will allow the off channel pond to remain inundated an estimated 6 months per average year. Based on a pond outlet below the designed pond bottom elevation, we can be sure that during periods of low flow the pond will drain and not become a fish trap. Log habitat structures will be placed in the pond and on either side of the entrance channel. A rock wall will be constructed within a portion of the pond to form a transition between shelf areas within the pond and the 2:1 side slopes above the pond. This extensive riverbank restoration and habitat creation project is intended to mitigate for potential loss of habitat from a reduction in buffer widths from the 100 to 150 feet recommended by Washington State Department of Fish and Wildlife (WDFW) to a project minimum width of 50 feet. Habitat impact relates to placement of the development within 50 feet of the River Environment Habitat rather than .maintaining, the recommended. 100.to:.150•feety The WDFW, recommendation .of 100 to 150 buffers adjacent to waters directly associated with Chinook Salmon is a new recommendation which was adopted in February 1998. The City of Tukwila requires a minimum 40 foot River Environment setback under a Shorelines Substantial Development permit. The Riverbank Restoration and Habitat Enhancement project will also replace flood storage area which will be lost as a result of development of the Family Fun Center. Calculations for flood storage loss are presented by Barghausen Engineering in the Civil Engineering section of this report. 3 w ...7 0 :1T: t -:nµnr PwY: m�.�r,, -�:w .rr,...... r.;..,7 nn,,,,,t.°" �7:..:... _:"..`". ".r.- r.,oq..,..<c »r-s.m .«- :�+,n�:sy+cq"krrie,F.1`ro! U .S. Army Corps of Engineers Permit Request The Riverbank Restoration and Habitat Enhancement Project associated with the Family Fun Center Development has been submitted to the Army Corps of Engineers for permit determination. On May 12, 1998 varification was received from the Corps that NWP 19 of the 404 Clean Water Act will authorize the proposed restoration and enhancement work.. This permit, in part, allows minor discharges in waters of the United States. BASELINE INFORMATION FOR THE PROJECT IMPACT ZONE AND THE PROPOSED MITIGATION SITE. Project Site Description A study was conducted by Wetland Resources, Inc. in March, 1998 at a site proposed for the Tukwila Family Fun Center. The property is approximately 13 acres in size and situated on the north side of Interstate 405 between Monster Rd., S.W. and the Green River in King County, Washington. The site is legally located as a portion of Section 24, Township 23N., Range 4E., W.M.. The objective of the study was to assess the functions and values of wildlife habitat. Special emphasis was given to salmonid presence in the Green River and habitat features available to them. Topographically the property site is level throughout with several large man-made earthen mounds located at the eastern end of the site. The northern edge of the property drops off as a steep bank into a reach of the Green River. The vegetative component for most of the site consists of abandoned pasture with much of its area disturbed by human activities. There are several groups of trees found in different locations on the site. The first group is along the northern edge of the site where it borders the Green River, the second is adjacent to the southern property line. The trees along the river include conifers on the upland and willow species closely adjacent the water. The stand of trees along the southern boundary consists of conifer and maple species intermixed in an upland area that appears to have been a yard in the past. Methodology The area was first studied through examination of existing maps and aerial photographs to determine its general habitat layout and relationship to adjacent lands. Once gaining a preliminary overview of the site's condition and possible dynamics, a field reconnaissance was conducted. The area was investigated on foot by walking transects to locate and identify key wildlife components and determine the site's habitat quality, functions, values and species presence. The field study was conducted by visiting all areas of the site and surveying visually with binoculars and listening for auditory indicators. Habitat Components Wildlife can 'contain anyAcombination of features and attributes that give• it- a particular range of functions and values for wildlife. The vegetative, topographic and structural associations they present will dictate in part the diversity and densities of wildlife found. It is these areas and the systems they form that deserve attention here. At this property site there are two predominant habitat types. Riparian Zone: Found along the entire northern boundary of the site this habit is sandwiched between the abandoned pasture land and the Green River. The on -site portion of this habitat is approximately twelve hundred and fifty feet in length and an average of twenty feet wide yielding 4 approximately 25,000 sq. ft.. The quality of the habitat varies throughout its length ranging from sections with good vegetative diversity and structure to large portions dominated by invasive species. The central portion of the on -site stretch (approximately 14,000 sq. ft.) is over grown with Himalayan blackberry and offers very poor structural diversity and virtually no woody cover into the river. The best quality riparian habitat on site is found in the northeast corner and extends approximately two hundred feet up river. This portion of the riparian zone has good vegetative Z diversity and structure and is connected to a large area of like habitat extending off -site to the north i z running down river. There is a smaller patch of moderate quality riparian habitat (willow cluster) r4 L located in the northwestern corner of the site. � W Abandoned Pasture: This habitat type comprises the vast majority of what is found on the site. v o Within this component there are areas containing trees and others with a shrub -scrub mix. By and c cn n w large the entirety of this habitat component has been seriously degraded and impacted. There I- remain only a few small pockets that retain any value to wildlife, these include some grass and N IL brush patches along with some of the trees scattered about. Throughout the site there are upturned W soils, human spoils (construction materials and trash). Wildlife Features u) a u. =w In any area there can exist special habitat features that can enhance its value to wildlife. These Z i chara can either meet the specialized needs of an individual species, or the fulfillment of a F.. o range of functions for entire communities. The presence of some special habitat features may very W !— uj well dictate whether a species or group of species utilizes the area at all. ? o U � Riparian Zone: The eastern portion of this area along the Green River provides several features that define its value to wildlife. The vegetative composition is fairly typical of riparian zones found w F in the area. Plant species present include Sitka willows, Pacific willows and some scrub -shrub = o species. In its current condition the riparian vegetation provides some benefit for both the u F= terrestrial and aquatic zones. Terrestrially, the area provides both cover and forage potential for z local and resident wildlife species. On a larger scale the riparian zone is part of the movement v cn corridor formed by the Green River and its adjacent habitats. Aquatically, the woody vegetation o i extending from shore into the river channel is of note. Although currently limited, these woody Z fingers can create habitat features that are beneficial for salmonids. Features such as riffles, deepened water pools and shelter areas are of value to all salmonid age classes and a range of different species. The time and type of use can and will vary between life stages and species. Condition and Function Existing: The wildlife habitat on site is less than optimal. Many areas have been seriously degraded as a result of human activities. There have been changes in vegetation and topography that have altered the site and decreased or eliminated much of its functional value. Wildlife usage of the area is therefore held below those levels that would be expected and are possible. The area currently has limited capacity to function as a reservoir for resident wildlife and to contribute as part of a movement corridor moving through the greater area. At present, there is evidence of use by a moderate number of avian and mammalian species. Uses include' feeding, roosting and nesting by some avian species and foraging and habitation by several mammalian species. The riparian zone along the Green River forms the most valuable habitat on site, however, in its current condition, it is compromised in value by its limited size and predominantly poor structural quality. The aquatic component along the rivers edge is a straight reach with a mostly sandy substrate for its entire length. The amount of woody vegetation extending from the shore into the water is very limited and leaves this stretch of river with little riffle effect, few cover areas and little ability to trap additional biotic material moving down stream. 5 '..uF.•'�'Ti...,���;".f'4 � r.,c�.�uu.r.,cv,..��r +jw. -+, r^.•- .rS�-- . -.�..r .,.Y,•�rrn�rw^ t. .+.e. There are several locations within the buffer region of the river that have been spoiled with the presence of human refuse. These areas compromise the quality of the buffer and in all probability act more as a detriment to the Riverine system than a benefit. A recommended 150 foot set back from the river would provide approximately 187,500 square feet of buffer of which a very low percentage provides adequate protection. The riparian zone stretching along the north end of the property constitutes the majority of functional buffer. Of its 25,000 sq. ft. total only 11,000 sq.ft. of moderate to good quality habitat remains. The majority, (14,000 sq.ft.) is overgrown by Himalayan blackberry and of very poor structure and diversity. Environmental Goals MITIGATION GOALS AND OBJECTIVES The goal of the mitigation plan is to: one; restore the degraded portion of the existing riparian vegetation (14,000 sq.ft.) back to a high quality vegetative structure; two, create approximately 58,600 sq.ft. of like habitat where none currently exists through restoration of degraded buffer. Additionally, the plan calls for the restoration and enhancement of riverside habitat in the form of a riverbank shelf slightly above OHWM (elevation 9.0), and the creation of an off- channel pond with an open connection to the Green River. The riverbank restoration area, off channel pond and the associated buffers will be planted with native trees, shrubs and grasses. The mitigation will provide a well structured and functionally valuable habitat for terrestrial and aquatic wildlife. Environmental Objectives Water Regime River System: A reach of river approximately 500 feet in length will be enhanced with the construction of a high water shelf at elevation 9.0'. Five large log structures will be placed on this shelf extending into the river channel below the OHWM (See Log Structure Detail, Figures 1 -4) These structures will be designed and anchored so as to remain stable as constructed and provide viable fisheries habitat for the long term. Off - Channel Pond: An area of approximately 23,000 sq.ft. of upland will be converted into an off - channel pond with bottom elevations of 6.0 and shelves at 8.0 and 10.0 (OHWM established at 8.4). Half log structures will be constructed within the pond to provide additional salmonid habitat (See Log Structure Detail, Figures 5.6). These structures will be designed and anchored so as to remain stable as constructed and provide viable fisheries habitat for the long term. Vegetative Structure River System: An area of approximately 51,600 sq. ft. will be planted with native tree and shrub vegetation. Species will generally conform to those shown on the Weisman Design Landscape Plan for Riverbank and Off Channel Pond. Not more than 20% of the site will be dominated by non - native vegetation. Success will be determined by survival of 80% of the planted species with 80% aerial coverage of the planting area at the end of the designated monitoring period. Temporary irrigation will be provided for the first two growing seasons for upland planting areas. Off - Channel Pond: The entrance channel, the pond and the side slopes above the pond (a total area of 23,000 sq.ft.) will be planted with riparian, shrub and tree species which will generally conform to those shown on the Weisman Design Landscape Plan for Riverbank and Off Channel Pond. Not more than 20% of the site will be dominated by non - native 6 �/��"4i. "' onrs , aan4!^!antaer_w�:�'�"T�"° .u °z� * � ^t..?t±t + »n*�..:........ T- ,..t r•�,.^•x+�» � rnn+ i. �- r. r. �. r++ rcrn..- xt�? e.,:."" P. K' ftlr! F ;�';ltipE{"^e!b1+!�!q�i:-,'rtP{S vegetation. Success will be determined by survival of 80% of the planted species with 80% aerial coverage of the planting area at the end of the designated monitoring period. Temporary irrigation will be provided for the first two growing seasons for upland planting areas. Habitat Attributes Log Structures will provide evening and winter habitat for salmonids. Deep water pools and riffles formed by log structures will create shear zones for feeding and contribute to upstream movement. The riverbank shelf and off channel pond with habitat structure will reduce water velocity and will lower the amount of downstream displacement of salmon and allow greater ease of movement up stream. Improved riparian vegetation will create in- channel vegetation providing cover and trapping more biotic material. Improved riparian vegetation will increase invertebrate food and biotic material contributions to river system. Off - Channel Pond will provide additional evening cover and winter rearing habitat. Restored stretch of riparian habitat will increase connectivity Riverine environment by linking with adjacent Wildlife and Fisheries complex. Improved terrestrial upland buffer plantings will provide food and cover for a diverse mix of wildlife species. MITIGATION CONDITION AND FUNCTION Post - Development Functional quality and value will certainly increase with the enhancement of the riparian zone and associated river habitat. The area of the riparian zone will increase to approximately 85,600 sq. ft. of high quality habitat including the off- channel pond. Total buffer width will be on average 65 ft. with high vegetative structure and diversity throughout. The habitat restoration is specifically designed to enhance for the presence of terrestrial and aquatic wildlife. To provide for terrestrial needs the vegetative component has been designed to create a multiple canopy structure with greater patchiness and edge, promoting increased wildlife presence. Diversity of wildlife species is believed to be closely related to edge area, both rising and declining in unison. The ability of the on -site band of riparian habitat to function as part of the greater movement corridor should also be significantly.. increased. Aquatically, the, improved riparian.. habitat:,will.now. extend. be .length. of.. this reach of river. This added vegetation will increase the areas invertebrate food contribution and available cover. Creation of a river bank shelf with vegetation and enhancement structures will reduce water velocity during periods of high flow over the Ordinary High Water Mark. Reduced water velocity will lower the amount of downstream displacement of salmon and allow greater ease of movement up stream. Special habitat features have been included to provide for the needs of salmonid species along the stretch of Green River associated with the site. Large conifer log structures will be put in place on the shelf with root wads extending into the river channel below the Ordinary High Water Mark. 7 These log structures will provide a number of habitat features currently lacking. Log structure presence will create deep water pools, backwaters, eddies and shear zones. These valuable off - channel features allow salmon to remain close to food carrying currents without constantly subjecting them to energy draining currents. Equally as valuable will be the increase in evening cover, territorial stations and the formation of a movement ladder through the area. A high water pond being created in the northeastern corner of the site will supply a substantial off - channel area. • This additional area will add greatly to the amount of available winter rearing habitat, evening and = territorial stations. w The enhanced quality of the buffer region will afford a greater level of protection for the Riverine system than currently exists. The total area of buffer including the off - channel pond will be co 0 approximately 85,600 sq.ft. with the entirety being of high functional quality. The quality and w value of this buffe_ will increase as the habitat continues towards maturity. This will be an increase of approximately 74,600 sq. ft. of functional riparian habitat. The increased vegetation will u- stabilize the bank and decrease the amount of run -off and siltation from the site, lending to the long w O term restoration of the aquatic habitat. Additionally, physical a barrier will be formed limiting g intrusion into the immediate river area. This isolation will make the area more attractive to use by terrestrial species. cn a H O w z U = Performance Standards MITIGATION STANDARDS Water Regime River System: A reach of the Green River approximately 500 feet long will have increased usable aquatic habitat with riffle effects and shear zones creating additional flood storage capacity and fish and wildlife habitat. Off - Channel Pond: An area of approximately 23,000 sq.ft. will be delivering functional riparian and aquatic habitat with capacity for over -flow storage at high water periods. Vegetative Structure River System: The combined existing high quality and restored areas along the river (excluding the off - channel pond will have approximately 62,600 sq.ft. of riparian and shrub and tree habitat with no less than 80% survival and 80% aerial coverage at the end of the designated monitoring period. Off - Channel Pond: The pond and its surrounding banks will have approximately 23,000 sq.ft. of riparian, shrub and tree vegetation with no less than 80% survival and 80% aerial coverage at the end of the designated monitoring period. Detailed Construction Plan Description.(.also See.Barghausen Engineering, CivilEng Section) Log Structure: Constructed using conifer logs with rootwads attached. Large conifer logs will be placed in a mass on the riverbank shelf (elevation 9.0). Logs are to be placed with rootwads facing downstream. A habitat biologist shall supervise construction of habitat features to insure proper placement. Natural habitat features are difficult to describe in text and drawings and need to be installed with supervision from an experienced habitat biologist. During final design, imput from the geotechnical engineer will address structural integrity related to any additional rock rip rap necessary to secure the log structures. The potential additional rock will be installed with the supervision of a habitat biologists. 8 Tft z r• E• Bottom Log Securing- Each bottom log shall be secured using 15" diameter, 6' long posts augured into the riverbank a minimum of 4'. Logs will be attached to augured posts with 1/2" cable. Additionally, logs will be anchored to large rocks (3 to 5 foot diameter and angular in shape) placed adjacent to the logs and attached with 1/2" cable. Bolts to secure cable will be drilled in the rock and attached with epoxy. Top Log Securing- Top logs shall be positioned after bottom logs are secured. Each log will be anchored to 1" diameter, 10' long rebar driven into the riverbank a minimum of 9'. Each log will also be anchored to bottom logs using five foot length of 3/4 " rebar and to large rocks (3 to 5 foot diameter and angular in shape) placed adjacent to the logs and attached with 1/2" cable. Bolts to secure cable will be drilled in the rock and attached with epoxy. Rocks and Sandbags - Shall be placed adjacent to the logs to provide additional anchoring, prevent undercutting and provide a planting medium. Rocks will be 3 to 5 foot in diameter and angular in shape and will be placed adjacent to the logs and attached with 1/2" cable. Bolts to secure cable will be drilled in the rock and attached with epoxy. Sandbags will be several cubic feet in size aligned and stacked behind individual logs. Willow and dogwood will be densely planted on the downstream side of each structure. Definition of Success This project shall be deemed successful if at the end of a three year bonding and monitoring period no more than 20% of the mitigation site has dominance by non - native species, 80% of the planted vegetation in the mitigation site has survived and is vigorously growing and 80% aerial coverage of the mitigation site has been achieved. The log structures shall continue to provide fisheries habitat as designed and shall not create erosion or bank instability. Erosion Control The Riverbank Restoration and Habitat Creation Project shall be constructed during the low flow period, generally July through October. A pre construction meeting shall be held on site between the consulting habitat biologist, City of Tukwila, the earth moving contractor and WDFW prior to beginning this mitigation project. The purpose of this meeting shall be to approve final sequencing and erosion control measures. A low earth berm with erosion control fencing shall be constructed between the river and the elevation 9 shelf as the shelf is being excavated to insure that runoff from storm events shall not enter the river system. All habitat structures shall be placed at this time. The berm shall be removed as the last element of earth construction. The site shall be hydra seeded and hydra mulched immediately upon completion of the earth moving project. Temporary irrigation shall be placed and the site planted as specified. Erosion control fencing shall be left in place until grass has established. The erosion control fencing shall be removed before fall water elevations exceed the OHWM. In construction of the off - channel" pond, the River connection shall be the final portion of excavation. This pond shall be excavated during the low flow period of the River, generally July through October. Monitoring and Evaluation The Riverbank Restoration and Habitat Creation Project shall be monitored for a period of three years from the completion of the mitigation project. Upon completion of the mitigation project, the consulting habitat biologist shall prepare a completion document showing the project has been constructed and planted as designed, and shall include any approved changes to the design. 9 .. . ,•. ^•m+ntrn^� ^r. ••■• over «+, ∎m. ..r.".°r,M^l�JH4*r §a .a ,�..• Following completion, monitoring shall occur two, times during the first winter after construction to assure stability of the habitat structures and to allow for immediate action if any problems are evident. Following the first winter monitoring sequence, the site shall be monitored twice yearly, in the spring and fall. A condition report shall be prepared and presented to the City of Tukwila by October 31 of each year of the monitoring period. At the end of the monitoring period, following a determination of success and agreement from the City of Tukwila, the assurance device provided by the developer shall be released. Monitoring shall include transact vegetation evaluation for mortality and vigor of the planted species, evaluation of non - native plant invasion, stability condition of the habitat structures and a visual evaluation of wildlife species observed during the monitoring. Immediate action to correct deficiencies or control invasive species may be recommended depending on the water elevations and weather conditions. Contingency Plan If during any portion of the monitoring period the Riverbank Restoration and Habitat Creation Project is determined to have less than 80% survival of the planted species, the City of Tukwila shall be notified in writing and action to correct the deficiency shall be taken depending on river elevations and the season of the year. Action may include but not be limited to planting of similar species, changing species, increasing planting size, soil amendments and continuation of use of the irrigation system. Aerial coverage of the mitigation site for the Riverbank Restoration and Habitat Creation Project shall be evaluated at the end of the three year monitoring period. At the end of two years 60% aerial coverage of the planted areas shall be a specific goal. If at the end of two years, 60% aerial coverage during the fall inspection (while the plants are still in leaf) has not been achieved, the City of Tukwila shall be notified in writing and action to correct the deficiency shall be taken depending on river elevations and the season of the year. Action may include but not be limited to additional planting of similar species or new species, soil amendments and continuation of use of the irrigation system. If during any portion of the monitoring period more than 20% non native invasive species are established on the mitigation site, the City of Tukwila shall be notified writing and action shall be taken to remove and or eliminate these invasive species depending on specific recommendations related to weed control. Action may include by not limited to removal by hand or hand machines or herbicide licensed for use in the River environment. Any application of herbicide shall be performed by a licensed applicator. If during any portion of the monitoring period the habitat structures become unstable or appear to not function to provide habitat as designed, the City of Tukwila shall be notified in writing and a meeting between the City, the private habitat biologist designated by the project owner, and the WDFW shall be organized and remedial action shall be determined. Action shall include but not be limited to reconstruction of the habitat structures and redesign and construction of the habitat structures. Performance Security An assurance device determined by the City of Tukwila and in a form approved by the City Attorney, shall be required to guarantee the success of this Riverbank Restoration and Habitat Creation Project. Assurance is typically required to cover monitoring and correction of possible deficiencies. The Performance Security may be conditioned by the Public Works Department and King County if they assume a maintenance obligation. 10 ���.. ra± w?. c +�.xr...r,�^`,rv,;�i*n."�v:.�. at,: ,:;�"- r.•v�.; »."""r^ -. ti'c�:"� �'^,+',,,, .,�,.,�,«,»......M,«. '�� n+•......° Y......+.- nr: r- T. 4�7M .�tDRVR.,`.RS:M?.�..4.�,^nPh Mitigation Timing A pre - construction meeting shall be held on site between the approved consulting habitat biologist, City of Tukwila, the earth moving contractor and WDFW prior to beginning this mitigation project. The purpose of this meeting shall be to approve final sequencing and erosion control measures. A private habitat biologist familiar with installation of fisheries habitat structures shall be present during construction of all habitat features. A habitat biologist shall meet on site with the landscape architect and plant material contractor prior to planting to assist in approval of plant material and final placement of plant material. The Riverbank Restoration and Habitat Creation Project shall be constructed during the low flow period of the River, generally July through October. A earth berm with erosion control fencing shall be constructed between the river and the elevation 9 shelf as the shelf is being excavated to insure that runoff from storm events shall not enter the river system. All habitat structures shall be placed at this time. The berm shall be removed as the last element of earth construction. The site shall be hydra seeded and hydra mulched immediately upon completion of the earth moving project. Temporary irrigation shall be placed on the upland site as specified. Erosion control fencing shall be left in place until grass has established. The erosion control fencing shall be removed before fall water elevations exceed the OHWM. Determination Of Ordinary High Water Mark On March 3, 1998 William Railton, Certified Professional Wetlands Scientist (#000245 SWS) met with Gary Schulz, Urban Environmentalist with the City of Tukwila on the proposed Family Fun Center site in Tukwila, WA. to determine the Ordinary High Water Mark (OHWM) of the Green River adjacent to the development site. The south bank of the river immediately adjacent to the proposed development site was observed from the north bank trail and parking lot. The River elevation on the day of investigation was approximately two feet below an obvious natural line impression in the shoreline which separated the terrestrial vegetation from the relatively non - vegetated and slumping shoreline. From this vantage point both Mr. Railton and Mr. Schulz agreed the OHWM was this obvious break in vegetation. There were a few small areas of deposition slightly above this agreed to line and slumping patches of Reed canarygrass below this agreed to line. The line could be clearly seen for several hundred feet up and down river. Mr. Railton and Mr. Schulz then went to the south side of the Green River and descended to the agreed to point above the water line. Further investigation showed that the natural line impression seen from the other side of the River extended under some overhanging blackberry vine and was visually obvious from the new vantage point. A wire pin flag was placed at the agreed to OHWM and designated as such. Barghausen Engineering was contacted and they surveyed the designated point on the same afternoon. Their survey has placed the pin flag and OHWM at elevation 8.41. This elevation appears correct in relation to what was observed in the field on March 3, 1998. This Riverbank Restoration and Habitat Enhancement Analysis and Mitigation Description is supplied to The Family Fun Centers as a means of evaluating and mitigating for riverbank work impacts as required by the state and federal agencies, during the permitting process. This report is based largely on readily observable conditions and to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden or concealed conditions. Reports may be adversely affected due to the physical condition of the site and the difficulty of access which may lead to observation or probing difficulties. Construction of biological habitat and installation of natural USE OF THIS REPORT 11 landscaping requires experienced supervision during construction with experienced landscape and equipment operation professionals. The laws applicable to these type of restoration and enhancement projects are subject to varying interpretations and may be changed at any time by the courts or legislative bodies. This report is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. The work for this report has conformed to the standard of care employed by wetland ecologists. No other representation or warranty is made concerning the work or this report and any implied representation or warranty is disclaimed. Wetland Resources, Inc. William Railton Certified Professional Wetland Scientist 12 Cliffoi Palmer Wildlife Biologist/Wetland Ecologist Anchoring Posts LOG STRUCTURE Tipp View Gable -ties Trees with Root Wads ORDINARY HIGH WATER MARK Trees with Root Wads 25" to 35 "+ Diameter 30 long Placed at varying angles Sandbags Size adjustable Prevent undercutting Provide Planting Platform Rocks Variable Sizes Provide structure and Anchoring Points Gable - Ties Large Guage Gable Spiked and Wrapped for Anchoring Figure 1. Sandbags Rebar SHELF EDGE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. L L )IJDW - 1 -1 6 1H AJnu1PJo •Z aJn6u 6uIJ0youy J0 paddoJ/ \ puo paNdS, a19oo a6onc, a6Jo-1 saLL - apop s�ulod 6uIJOyouy pun aJfp.on4s apinoJd saz!S atgopoA s=loo21 W-10 401c1 6u14.unld aPlnoJd 641.4.noJapun 4.uanaJd aigoi.snfpo aze s6ogpuos sal6un 6uIluon paonld 6uol ,OE Jaa.awnlCQ ± SS 0.4. spoor .pozi y.iM 5aaJJ Sl 04. )1unSS 6uol g. J04.awo1Q .SL s�sod 6uIJoyouy sPDM 4. 441M saaJl sa14. -a1go Mall\ ep15 a?inlonals eoi NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ssod 6upoyouy s6ogpuos 6UpOl.pUV Jo; paddo pun pa)ilds apoD a6ons 36.40-1 saLL-alcioD s4.u0d 6upoyoue put, a.in4.on_1.4.s apIno_Jd sazIs siqopoA s/002d ituo44oi 644u% apino_J 6u14.4noJapun 4.uanaid alqo4.snrpo azis s6aqpuos sal6uo 61.4iA_Jon 4.° paoold 6uoi ,og Ja4.auoici 4.„gg 04. „g spoor 4.00 ej 44" saa.u, 04. )tun 6uoi ,gi Ja4.au4olci 54.sod 641.4o4ouve >1- Ja-1- koulpio sPoi\A 4- 44" saa-1 Sa14.-alqOp a 41aLIS S.I.S0c1 6upogoue uo14.04.uspo pup ax 60-1 aoNV21.1.Na QNOd 1O ciNa isvea NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. s6oqpuos 6upoyouy Jo+ paddou/' pun pa:ildSS algoD 860nc, a6un1 salt - algnD sa ulod 6upoyoud pun aunaonua.s apinoud sazl5 algolunA s�1�o21 wuo�anld 6uy.uold apinoud 641.4.n 4.uanaud algoa.snfpo azlc,, s5ogpuos sal6uo 6upCunn 1.0 paonld 6uoi p� uaa.awnla +Se 0 4 . .52 spv/h _wad 44.1^' saau,l ,SL 04. )IunS 6uoi ,gL uaa.awoia .5L 54.sod 6uluogoud �JDI„1 Jai- 4 o sp0M a.00� y.l.ln saau1 saµ -algoO sa.sod 6uluo u µoa ualup dung pu - una�nu4.c� 6o-I I, aun6l� N J. N� . CINOd' ' CIN� 15�M NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1 HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ze s6ogpuos svoillostipopm %w 1- lwArAi) ria5,g ,Avad \nod 1\ 1) tkco_i z S •fita :it u nt MI in 1J 71 '71, 71 'IF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. L aan6H sa,p4.5 JnGa?:l s�oolg uapoot 5in.iona s 001 CINOd 1 NNVHD sEo'I .4PH NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Table 1. Buffer/Habitat Development * High Quality Buffer/Habitat: For the purpose of this report is considered to be a vegetative component with a multiple canopy structure, high plant species diversity and density with features advantageous to wildlife. ** Low Quality Buffer/Habitat: For the purpose of this report is considered to be a vegetative component lacking any canopy structure and having poor plant species diversity and lacking any special features advantageous to wildlife. Total Buffer/ Habitat Area sq.ft High Quality Buffer/ Habitat Area sq.ft. Low Quality Buffer Area sq.ft. Wildlife Function and Value Existing 187,500 11,000 176,500 Poor Proposed 85,600 85,600 0 High Table 1. Buffer/Habitat Development * High Quality Buffer/Habitat: For the purpose of this report is considered to be a vegetative component with a multiple canopy structure, high plant species diversity and density with features advantageous to wildlife. ** Low Quality Buffer/Habitat: For the purpose of this report is considered to be a vegetative component lacking any canopy structure and having poor plant species diversity and lacking any special features advantageous to wildlife. Multi -Layer Canopy S:tructure \Voody \'egetotion in River and Off- Ghonncl Pool Photo 4. Existing Riparian Habitat North of Site. Desired product for river bank restoration }W«rs3ma - e. Prc±1;°' 1f. 91t;, y, . r��:.:*+» fi ..,_y t , ..r,- x•.rj� -::.s •.�.%c ... = — •�—�+" _._. Photo 3. Existing Riparian Habitat North of Site. Desired product of restored vegetion with additional structural diversity and height. Goad Vegetative Structure Woody Vegetation in River Vegetative material in river provides cover No Canopy Structure Barren Bonk, No Woody Vegetation Present in Channel Photo 1. Exiting Riparian Habitat East End. Vegetation composition is poor with little or no canopy structure. Photo 2. Existing Riparian Habitat West End. Vegetation structure is poor with little or no woody vegetation in river. Poor Vegetctive Structure REFERENCE LIST Crispin V., R. House, D. Roberts., 1993. Changes in downstream Habitat, Large Woody Debris, and Salmon Habitat after the Restructuring of a Coastal Oregon Stream. North American Journal of Fish Management. 13: 96 -102. Government of Canada Department of Fisheries and Oceans. 1990. Stream Enhancement Guide. British Columbia Ministry of Environment. House RA., 1996. An evaluation of Stream Restoration Structures in a Coastal Oregon Stream. 1981 -1993. North American Journal of Fisheries Management. 16: 272- 281. Hitchcock C.,Leo, Cronquist A.,1981. Flora of the Pacific Northwest. University of Washington Press. Hunt R.L., 1993. Trout Stream Therapy. University of Madison Wisconsin. University of Wisconsin Press. Hunter C.J., 1991. Better Trout Habitat: A Guide to Stream Restoration and Management. Montana Land Reliance. Island Press. Washington, DC. K1 :i �'du:k: y ?:b':. ..c...:.sfi,: >y::: j +;,'vim :}.n ".•1•iz, {., t..:iz.;. uvi:« iG tiLY5ck: ±Y1X' .^.iniintib,,:.'::;�,. .3 �4a i .,r WILLIAM RAILTON Corporate President Certified Professional Wetland Scientist #000245 William Railton is a certified Professional Wetland Scientist (Society of Wetland Scientists, Certification #245). He has a Bachelors degree in Local Government Administration and Biology from Colorado State University. He also have a Natural Resource Scientist rating with the federal government with specialized training in wetland and stream ecosystem conservation from the U.S. Natural Resource & Conservation Service (NRCS). He was employed by the Washington State Department of Natural Resources for three years and for ten years by the NRCS (formerly Soil Conservation Service) as a resource planner and engineering technician in Pend Oreille, Spokane and Snohomish Counties in Washington State. During this time his project responsibilities included planning, designing and constructing ponds, shallow water wetlands, streams, animal waste control systems and site drainage systems. In addition, he operated as a senior planner in forestry management, wildlife enhancement, and critical site stabilization. Mr. Railton also was responsible for wetland determination and delineation on over 100 farms in Snohomish County prior to 1989, related to the 1885 Farm Bill. In 1989, Mr. Railton created Wetland Resources, Inc. to focus on the private sector's need for a full- service natural resource counsel as a result of the government's protection of ecologically sensitive areas. His 21 years experience in both the private and public sector with wetland delineation, mitigation, restoration and creation has enabled him to operate effectively with all members of the development and management community. As a private wetland scientist he has delineated wetlands and developed sensitive area mitigation and restoration plans throughout the United States including Connecticut, New Jersey, Montana, Wyoming, Idaho, Washington and Oregon. He directly oversees more than 200 projects per year with the assistance of five full time professional wetland biologists. CLIFFORD PALMER Associate Wetland Ecologist / Wildlife Biologist Cliff holds a bachelors of science degree in Environmental and Systematic Biology from California.Polytechnic.State University. and is. currently.working.:towards a. masters ,degree in Wildlife Sciences at the University of Washington. For the past ten years he has worked as a wildlife biologist and research scientist for both federal and state agencies and with several private institutions. Projects have included the development of forest and park management plans, design of monitoring protocols, wildlife inventories, and specialized endangered species studies. Cliff's primary responsibilities involve ensuring compliance with wildlife regulations, conducting wildlife studies, assisting in wetland delineation, report writing, mitigation planning, monitoring, site analysis, and computer aided mapping. PROFESSIONAL BIOGRAPHIES Wetland Resources, Inc. r July 17, 2003 H 2 Office, LLC 7100 Fun Center Way Tukwila, WA 98188 VICINITY MAP NOT TO SCALE Subject: Surrounding property usage To the North of the proposed project are Fort Dent Office buildings. To the East are the railroad tracks, the Renton City Sewage Treatment Plant and some industrial property To the West is Freeway access and WSDOT owned freeway property. To the South is the 405 Freeway and hotel properties. J . To: From: INFORMATION MEMO Minnie Dhaliwal Brenda Holt Cyndy Knighton Mike Cusick'' Jill Mosqueda July 10, 2003 Date: Subject: Mitigation Huish Office /Retail /Restaurant Reference: DP98 -0002, PRE00 -045, PRE03 -004, PRE03 -010, E97 -0024 Per memo from Gary Barnett to Kelcie Peterson, dated December 4, 1998 mitigation fees for all three parcels included sewer and traffic. The mitigation fees were based on the parcels having a fun center, a hotel, and a restaurant. 1. Sewer mitigation was calculated as a prorated share of improvements to the Fort Dent lift station. Total for all three parcels was $46,194. This amount was paid 01.19.99 as part of permit MI98 -0163. No additional sewer mitigation will be charged. 2. Traffic Mitigation — Fees were based on Entranco traffic analysis dated January, 1998. Fees of $96,353 were paid for the fun center and hotel under permit D98- 0382. Since there was no permit application for the restaurant, this fee of $59,207 was not paid. As part of the 2003 addenda to E97 -0024, the 1998 traffic study must be amended or a new study performed. New mitigation fees will be determined based on the new study. I have enclosed The December, 1998 memo and copies of receipts of payment. I have put the above information as a comment under E97 -0024 in Permit Plus. City of Tukwila Department of Public Works MEMO Date: December 4, 1998 To: Kelcie Peterson, Permit Coordinator From: Gary Barnett, Senior Engineer, Development John W. Rants, Mayor Ross A. Eamst, P. E., Director Re: Mitigation fees for Family Fun Center Parcels East of Interurban Ave /North of Grady Way (Sewer and Traffic) In accordance with the City of Tukwila's concurrency ordinances, the following fees have been identified for the three parcels and proposed uses at the Family Fun Center Site. These fees are based upon engineering study and analysis and are approved by the City of Tukwila Public Works Department. The sewer mitigation fee is a prorated share of improvements to the Fort Dent Lift Station, using a preliminary engineering study by Gray and Osborne as a basis for the dollar amounts. The applicant, in addition to these mitigation fees, is responsible for constructing an on- site sewer lift station and a private force main connection from this lift station to the existing gravity sanitary sewer system north of the Green River. The traffic mitigation fees are based on traffic analysis prepared by Entranco Engineers, January 1998, for the proposed land uses as identified in Table 4. a. Family Fun Center b. Hotel c. Restaurant The applicant shall construct frontage improvements along old Grady Way (re -named Family Fun Center Way). In lieu of constructing frontage improvements to Interurban Avenue, a portion of the mitigation fees are collected for the Interurban Avenue bridge widening project scheduled for 1999 construction, which includes the Interurban Avenue frontage adjacent to the Family Fun Center parcel. 6300 Southcenter Boulevard Suite x`100 • Tukwila. Washinarnn OR t RR • Phnnc• i ?IAI 4 z '2_n, 771 adldiltifaiA7Arg z w 6 JU 00 LLI u. w 2 u..j =a ~ i . z I- I-0 • 0 o `a o �. w W I-- U LL' O u.i • = O ~ z Family Fun Center Use Parcel Number 242304 -9063 Hotel Use Parcel Number 242304 -9013 Restaurant Use parcels Parcel Number 2 42304 -9092 t`'' 4 6,194.00 1. ( 59,207 . 0 0 )- c iaAfi c yN \ , t = These mitigation fees are based on cost estimates prepared in 19 97 for the specific uses identified AO the respective engineering studies. If the site use changes from th e traffic analysis, then the mitigation If t fee in e amounts will need to be recalculated made in t sewer * To be collected when off site utility permit MI98 -0091 is issued cc: Brian. Shelton Pat Brodin 357) Total for all C �.a .l. �e w.' • `• Sewer * Traffic 61 430.00 34 ,923.00 10 ` Qa ?ck 4' l.4FftiElx•1ASiau1 in'U1w i. 3:41.T CT? EF TiJi IL WA DC(' TQAPSHIT quinber-:: R3U..0002 1ii.v 109 0:./13/99 12 !:OF Meti-lodt Nctaticrit :f.CWINGE SOLiji(A PEIr 093 TypE;: DiWPEF: EEVELiFv&NT :.r-j]1 - kir(rsE; F1:I 4 CLNIE AV 1 TLis: Pi.y7de,nt Pair'i;f • BUILDING - NONRER • • U L D 3: • !Z E 4 1 7 2Oir , 1::LoC Airr T Ili (- f 7:77 01/20 9717 T1TAL 15966447:7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ? ITV OF TUKPITLA ri • ry ,t •i *.* * 4.* **'* * , * Is: it: 1 R H T 17; r 9:40 0 0 7 1 I!' .i• 46 t f)0 0 / 7 3/99 11 t hcth f.; t C.jC if Psi - 1.; inn :4 C1-!(; N n f if 3 t: I E.!? f 1: F r k•ici t 2 4 2 3 0 zi ?: 0 :5 (: : V c i.*1 i+ •". t 7 1 a 4 .; 1,1 Tut . (I L. i3 c 17 C C.1 it) t 1410 5S8.10D-- L S tl E. i‘i F P.F.• c ' Q - — - - - - — - - - - - - - — .- 0 :737 01/20 9717 MS LcliZ1 44,t1UUN IN ADVANCE .FOR,AN INSPECTIO N CALL 433-01797-- - ' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Sent By: 'family fun center; July 20, 1999 Mr. C. Gary Schulz City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98168 Dear Mr. Schulz: In response to your May 27, 1999 letter, The following actions have been or will be completed. 1) The riverbank was cleared down to elevation 20. The approved plants were installed in this area just in heavier concentrations. Since our walk on July 15 we have cleared the riverbank down to elevation 15 and moved some of the new planting over into those areas. In addition, the bike path eliminated some of the existing trees but we have made an attempt to replant them in other areas not in the bike path. A temporary irrigation system has been installed and additional blackberry bushes and weeds have been removed. Family Fun Center Landscape Supervisors plan on monitoring and maintaining the specific area on a semi - annual basis for three years. 3) la an effort to help guarantee the planting will establish and be maintained we will provide the necessary performance security measures. This will be 20% of the full cost to plant the plants $25,000, plus our maintenance and monitoring cost which we anticipate to be $3,500 for a total cost of $8,500. Thank you for your efforts. We look forward to final completion of our project on or before July 28.1999 Scott Huish Family Fun Center 425 204 9665; Jul-21- 9:02AM; Page 1/1 :JUL RECEIVED 21 1999 DEVELOPMENT May 27, 1999 Mr. John Huish Family Fun Center Fun Center Way Tukwila, WA 98188 Dear Mr. Huish: City of Tukwila Department of Community Development Steve Lancaster, Director Re: Tukwila Family Fun Center Site Inspection for Riverbank and Habitat Pond Landscape Plan: Shoreline Permit #L97 -0048 & Public Works #MI98 -0087. In consideration of your project schedule, I have purposely made this letter brief to send out this week. Per the request of SD Deacon, your general contractor, I visited the site last week to meet with Mike Doyle and Steve Flory, the landscape contractor, to review the plantings completed to date for the riverbank and habitat pond. This river enhancement work is permitted and conditioned by the City's Shoreline and Land Altering permits. I do not have issues with the work completed so far; however, from our discussions it is apparent that a few issues involving uncompleted requirements need to be resolved. Any uncompleted requirements related to the riverbank and habitat pond work will delay the issuance of your Occupancy Permits. John W. Rants, Mayor I have reviewed the Shoreline Permit file and the approved Land Altering plans to provide you the following summary of uncompleted River enhancement requirements. 1) The plantings installed to date do not cover the area specified in the landscape plan drawings dated 8/21/98. These approved plans include enhancing the entire riverbank down to an elevation of 15 feet with the exception of some plantings on the lower bench. This portion of the riverbank will have blackberry removed and be site - prepped for new native plantings. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 -3665 Mr. John Huish, Family Fun Center May 27, 1999 Page 2 2) Per the plan drawings and the Riverbank Restoration & Habitat Enhancement Report completed by Wetland Resources Inc., certain obligations and requirements were approved for permits. These requirements include temporary irrigation, maintenance of blackberry and other invasive plants, a specific monitoring schedule and method, and specific criteria for success after the 3 -year monitoring period. My recommendation is to use appropriate herbicide applications to maintain the blackberry now before it becomes a significant problem and affects survival of new plants. Hand application methods in the area of the riverbank, away from direct contact with the water, will not be prohibited by the City. Refer to the label for the correct use of chemicals. 3) It was reported there is no contract warranty on the plantings and installation that is typically a 100 percent guarantee for the first year. In addition, the DCD has not received the performance security necessary to guarantee the approved success criteria and the monitoring/maintenance program related to the landscape plans. Please provide this security as a bond or other acceptable instrument or the documentation that the performance security requirement has been completed. It is important to review and confirm the contents of this letter. We may need to schedule a meeting in order to resolve the completion of the riverbank related enhancements. Please call me at 206 - 431 -3662 if you want to discuss or arrange a meeting. Sincerely, C. Gary Schulz Urban Environmentalist Cc: Steve Lancaster, DCD Director Jim Morrow, Public Works Director Nora Gierloff, Associate Planner Chandler Stever, Mulvanny Partnership Mike Kleer, Weisman Design Group Cliff Palmer, Wetland Resources Mike Boyle, SD Deacon e/-/- AMM el/‘'"-ti'7V' 05/28/99 10:33 FAX 425 822 412n Landscape Architecture She Planning Developmental Planning Mr. Scott Huisch Tukwila Family Fun Center 70300 Fun Center Way Tukwila, WA 98188 Re: Family Fun Center Tukwila, Washington Dear Scott, we can help you with. Sincerely, Michael J. K eer, ASLA WEISMAN DESIGN GROUP, INC., P.S. Cc: Mr. Chandler Stever, Mulvanny Partnership . 2329 East Madison Seattle, Washington 98112 (2061322 -1732 - " ti les T' D --WED RED ,:• ::,..�: , V .•�. . � , 1099 ,,. Y 2 8 1999 COiViiViUNI Fry iVIA pE VELO rMENT F AriN �-Y SCl-IULTZ (� G (TY oE TUKW I.PA 206_ -3i -31,66 DEVELOPM ELOPMENT C OMMUNI TY Lunderstand tbPfinal.portion_o £ the_landscape. along the_Green.Ri. er. is cluzentLy.heiug wanted to offer another reminder regarding the importance of maintenance for the success of the bank revegetation. There are two main maintenance tasks that should be addressed. With the recent warm spell, water is the most pressing need for the new plantings. I recommend a temporary irrigation system or manual watering on a regular schedule for all the new plantings. A temporary aboveground irrigation system may prove to be cost effective considering the labor involved in manual watering. Watering should occur a minimum of twice per week during dry periods. The slope should be monitored between waterings to make sure the plants are receiving adequate water. Either watering system should remain operational for at least two growing seasons to allow the plants to become established. Weed control is the other maintenance task which will need to be addressed. The blackberries will be a persistent problem but removing the sprouts for the first couple of years will allow the new plants to become established and reduce the long term maintenance requirements. You have invested a lot in the planting on this bank it would be unfortunate if the blackberries are permitted to recover the bank. Please give me a call if you'd like to discuss any of the above or if there are any other landscape issues • • RECEIVED MAY 2 7 1999 BE V ARCHITECTS , WA May 24, 1999 ljool/ool NAME OF DEVELOPMENT: V-, kv Cf,n- cC `Boo n Cee& - w a Tkiq Gem DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ \ oc) ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( / 3 / °lox ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property tc carry out completion of the above deficiencies. I further agree to complete all wo listed above prior to requesting inspection and release of these funds. a.:.,...,.•...• wx:: w:.:::<: R::::" sJ::: i:: u: Gi:::::: �aa::::•::>''..:.• w( au:., ,....,.�....,.+. ».,..,.�w.�a::: aura::•:: u..:. v�,. waa: xw..;.•. �,.. a,. �,*. a. �. aa::•;: u.;:: a: auaav:. cd; u:::::: �....�.a:.::::a:aaaaau:::�w::u. � ...��,•�... wit AMOUNT: 5 SIGNED: DEPARTM THIS FUND IS AU 11,411.w ass■~1111=1 MI NT HEAD: CASH • (D CASH EQUIVALENT DEPOSITED THIS DATE: 6 - CITY RECEIPT NO. G� w t- 2 4 .: .......: ....,..... :::::: :::: • : ::::: ....... ::::..,.........;;..,... .,............;.,............., ........ :..... ... ... :.: .... � :'•:o-:;; . .,,,,, : .... i . ' .. ,,,.. „ivw,,,,,,i;ior::.,•:: �...,.,.,, t. ��,,,, x.,,....,.....,.+..,..:.....: i,..,,•., r :: n•:..>... o - ,.::h,rn,v..::..,, »., » »., row, w,,,» a..,. n»,.»» v .,..»»...:. �:.,: a::;: x•:; iw:;; i,:: i;, vciiia::: i .•:i•::i��•::x,::•:ai•:iisi,*s .», , .»aw., :..., »:i�i� V 3 to`` <m ted b y de e SEtTlON . comp! ate: Y.:. DEVELOPERS REPRESENTATIVE: CHECKED BY: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS 7e comp1efec •'u_i ?_ idi +'ii'_ii� iti %•:ii : %? 'ri:i'y,'$f %Y` ;: `:`' ' `:? - ''''''r >` ?:'' %ti �. i` _.wr ? i ADDRESS: ^13o6 Cefcve -'C' C ITY /STATE/ZIP ol.c6M City of,.744tit:ila DEVELOPER'S PRWECT WARRANTY REQUEST FORM SIGNED: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD ..•v$'4" .' h.'^.'.'... W:' JYLWit4.(..•�:.= 'i:i�!�•`4':::� T" CSYCrw.. r +. +r.r..— ..w�..+.�w.--- -...n..... DATE: a PERMIT NO.:. M 1_18 - -0062 TEL. NO*2.5 20A. 4505S n a ' (e, CI\ 1���/ � r.'�� . � n:ct S S G , -At es TITLE: h V>roh AUTHORIZED BY: Ol RECEIVED BY:"' Coss C - A t e o - c t V ( c &a(A ( HORIZED TO BE ACCEPTED. All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: - 2 GiG\ I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. DEPARTMENT: < completed >by city AMOUNT: CASH EQUIVALENT— LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 09/1 AGREEMENT NUMBER / C / J' d APPLICANT'S NAME AND ADDRESS TAM 1 L`I F J SO C eArre7e- /TV i<w IL. A 1 L C- �3 0 o Fu �v CE� �'� 'l IUKw��� wA gt Kr ToHu Iii iS14 - PezS1.7 DURATION yes PROJECT NAME - FAM1LI t%) GUARANTEE QU T QDD SITELOCATTON /RIVE R. TAX PARCEL # z1 Z- o4 —yo!3 • JAN- 6 -99 WED_ 11:50 LDBB C RECITALS FAX NO, 61925 27 RIVER PROTECTION FACILITY DEFECT/MAINTENANCE AGREEMENT P. 02 This AGREEMENT is made and entered into this day of , 1998, between the King County Department of Natural Resources, Water and Land Resources Division acting as administrator for the Green River Flood Control Zone District (per sections 2,1 and 2.2 of the Green River Basin Program Interlocal Agreement ,Tune 30, 1992), hereinafter called the COUNTY and the above named applicant, hereinafter called APPLICANT. WHEREAS, the undersigned APPLICANT will grant a river protection easement to King County and the Green River Flood Control Zone District for facility maintenance and repair; WHEREAS the APPLICANT will construct River Protection Facility within said casement in connection with the above - referenced project and property as shown on the site plans approved by the City of Tukwila for construction of the project; and NOW THEREFORE, the APPLICANT hereby agrees and binds itself and its legal representatives, successors, and assigns, to secure the successful construction and operation of said River Protection Facility improvements for the referenced project as follows: DATA& D- 47$18.1 TERMS OF AGREEMENT The River Protection Facility improvements constructed by the APPLICANT or their representative shall successfully operate and shall remain free from defects in design, workmanship and materials for a period of five years from the date of signing or final approval of the City of Tukwila, whichever is later. As used in this AGREEMENT and the attached Financial Guarantee, the term "defects" shall 1 JAN- 6 -99 WED 11:51 DATM8SD•47518,1 LDBE ' SD include but not be limited to, unsatisfactory performance or damage resulting from construction activities, flooding or storm damage, or from general use. z ~ w 2. The APPLICANT shall furnish to the COUNTY a set of "final as -built plans" of � 2 the subject facilities upon completion of the River Protection Facility 6 D improvements (the "Work "). ( o 3. The APPLICANT shall provide the COUNTY with a Letter of Credit in the amount and in a form approved by the COUNTY to secure compliance with this u) a- 0 AGREEMENT. The Letter of Credit shall remain in force and effect until 2 expiration of this AGREEMENT, or until written release by the COUNTY, whichever is earlier. The APPLICANT's obligation to pay for work and fees c associated with repair and /or replacement of the Work while this AGREEMENT i W is in effect, is limited to the amount of the associated Letter of Credit. z 1- 1— 0 4. The COUNTY will perform routine maintenance inspections two times a year and emergency inspections as required until expiration of this AGREEMENT or v o u y written release of said Letter of Credit by the COUNTY, whichever is earlier. 0 Ill 5. The APPLICANT shall be obligated to pay for corrective actions or repairs as H v identified by the COUNTY as a result of semi - annual or emergency inspections. �- p Further, in the event the COUNTY determines that repairs must be performed ui N immediately to prevent risk to person(s) and property, the COUNTY may make 1 I necessary repairs or maintenance and the cost of those repairs shall thereafter be o z repaid by the APPLICANT upon demand by the COUNTY. Any obligation of APPLICANT to pay the amount of the repair or maintenance or reimburse the amounts advanced by the COUNTY shall be limited by the amount of the Letter of Credit, 6. If within two months prior to the expiration of the five -year period of this AGREEMENT, the COUNTY in its sole discretion, determines that the Work is not in a satisfactory condition, the COUNTY may request the APPLICANT to pay the cost of repairing the work to a satisfactory condition, which obligation shall he limited by the amount of the then undistributed portion of the Letter of Credit unless the COUNTY has provided earlier written release of said Letter of Credit or any undistributed portions thereof. 7. If at any time during the five -year term of the AGREEMENT, funds are required for repair or maintenance of the work and the APPLICANT does not provide the funds to the COUNTY as requested by the COUNTY within a time period specified by the COUNTY in such request, the COUNTY may make demand under the Letter of Credit and collect from the guarantor such funds as are authorized and necessary to complete the required maintenance or repairs unless 2 FAX NO 619; 3627 - F. JAN-. 6 -99 WED '11: 52 DATA98SD•47318.1 LDBB Of 3 FAX NO, 61923-,,27 the COUNTY has provided earlier written release of said Letter of Credit. After performing the required maintenance or repairs, the COUNTY will return any unexpended funds, without interest, to the GUARANTOR within 45 days of completion of such repairs or maintenance, or reimbursement of the COUNTY. Such unexpended funds shall be considered part of the remaining total funds secured with the Letter of Credit, 8. The APPLICANT shall indemnify and hold the COUNTY and its agents, employees and/or officers harmless from and shall process and defend at its own expense all claims, damages, suits at law or equity, actions, penalties, losses, or costs of whatsoever kind or nature, brought against the COUNTY arising out of, in connection with, or incident to the execution of this AGREEMENT and/or the APPLICANT's performance or failure to perform any aspect of this AGREEMENT. Provided, however, that if such claims are caused by, or result from, concurrent negligence of the APPLICANT and the COUN'T'Y, its agents, employees or officers, this provision shall be valid and enforceable only to the extent of the negligence of the APPLICANT, and provided further, that nothing herein shall require the APPLICANT to hold harmless or defend the COUNTY from any claim arising from the sole negligence of the COUNTY's agents, employees and/or officers. 9. Any failure by the APPLICANT to comply with the terms of this AGREEMENT in a timely manner shall constitute default hereunder this AGREEMENT. Any action or inaction by the COUNTY following any default in any term or condition of this AGREEMENT shall not be deemed to waive any rights of the COUNTY pursuant to this AGREEMENT or the associated Letter of Credit. 10. In the event any party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this AGREEMENT, the parties hereto agree that any such action or proceeding shall be brought in a court of competent jurisdiction situated in King County, Washington. 11. This AGREEMENT and the associated Letter of Credit shall remain in full force and effect, and shall not be released until all terms of this AGREEMENT have been completed to the satisfaction of the Director of the King County Department of Natural Resources or his/her designee, or expiration of the five -year term of this AGREEMENT, or until earlier written release of the Letter of Credit may be provided by the COUNTY. 12. The COUNTY will perform all necessary repairs or maintenance at the APPLICANT's expense. P, 04 JAN- 6 -99 WED 11:52 IN. WITNESS THEREOF, the parties hereto have executed this AGREEMENT as of the day and year first above written, FAMILY FUN CE TERS, TUKWI A LLC KING COUNTY .A l , ,QTY. 40, kii Ar • Tit jA D fr Januar APPLIC DATA98SD.47518. I HUTS ,1999 LDBB C. sD 4 FAX NO 61921327 By: Title: W L../2 i O LS wt/1 -P ;05 Date: • .lanuary . ! 999 .w ,„ n rh+ i' .+:.- v:rLA.v ta;,„ : aUzdwu. ian :1'n'3F,' »4i.7i«9t�:u.� + ` U. .."7ii:�i.;z{dlwv.NSkzki7lef:3. z Z • w W = O 0 U) 0 cn w, W =' W • O g • Q. co = ▪ W z � t- 0 Z ►- U • � • — O 1— W u j H . — O .. Z. W U = O ~. z FOR STAFF USE ONLY Sierra Type: P -SHORE Planner: File Number: i...03 -" t Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: Name: CITY OF TUKWILA Signature: C:1 Nora 's_Fites\Red_Book\SHORLINE.QOC, 0189/03 Arn r w. ra:.zRo REC EI JUL 2 2 2003 COMMUNITY Department of Community Development DEVELOPMENT SHORELINE 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 PERMIT E -mail: tukplan @ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: 1'/ +`��c'S .CSC LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 7 /4Po fa•v Cc Cs) / a&'coelev, WA Fe r 21/23o 9o�ry Quarter: Section: 24 Township: 2. 3 Range: 0 Se (This information may be found on your tax statement.) 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. tSCo rT /--It i A Address: 74 00 Au u rek 1 -1J 11- 1f l a 4 (a) ",¢ , LOA l d'J 8f Phone: 1 7Z S 221-7 ` ca , l FAX: 4/1S 22,?-7( 490 Date: / - ZZ c> Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: V. 1 . . Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). ✓/ 3. One set of 8 1/2" by 11" PMTs of the complete drawing set. 4. Application Fee $2,000. ✓ 5. SEPA Environmental Checklist (if required, see SEPA Application Packet) PUBLIC NOTICE MATERIALS: tie/ 6. King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot 7. 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 (see Public Notice Materials section) 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section). PROJECT DESCRIPTION AND ANALYSIS: 9. Vicinity Map with site location. ✓ 10. A written discussion of project consistency with decision criteria (See Application). Check with a planner if you are unsure of what criteria apply to your project. 11. If additional impervious surface is proposed provide a Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. 12. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). Provide a geotechnical analysis of river bank stability if alteration is proposed. LANDSCAPE PLAN: ✓/ 13 (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). 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. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit 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). C ;Nore's FileARed T Book\S1IORLINE.DOC,01/29 /03 �. w+ -- .aro't'tu!:w rg"...wm - . , r r_i�».«o�.. - r.Yr.: ^y�,^'9 +t:^s?F•?Wh'rst,"+' . ?Y `'I,57 z ce 00 (O W J H u- W 2 g Q co n I � Z I— O Z 11.1 uj N O H ww I- O ill U = O ~ z { Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning SENSITIVE AREAS PLAN: / 14 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage 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). Maximum size 24" x 36 ". I (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. I (c) Show all trees over 4" caliper, indicating those to be retained. CIVIL PLANS: ./ ' 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. / (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Construction limit lines, areas of clearing/grading /filling and volume and type of expected cut and fill. l (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. / (f) If additional impervious surface is proposed provide a storm drainage design at least 90% complete, which meets the TIR and KCSWDM. Include all storm drainage maintenance access and safety features. Call out total existing and proposed impervious surface in square feet. / (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Footprints of all existing and proposed buildings. / (j) Fences, rockeries and retaining walls. SHORELINE SITE PLAN: / 16 (a) Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation. (b) For work riverward of the MHWM show the distance the work extends into the river and distance to Federal projects and navigation channels. / (c) If the project is within the Tukwila Shoreline Master Program show the limits of the 40' River, 100' Low Impact and 200' High Impact Environments. / (d) Dike /riverbank maintenance easement if applicable (minimum 30' from the top of bank). / (e) Public access and /or trails. / (f) Construction limit lines, areas of clearing/grading /filling / (e) Parking lots, loading and service areas. / - (h) Street furniture such as benches and bike racks. C:\Nores Fila\Red Book\SHORLINE.DOC.01129103 �c. crro s..efb` +!n z ce U O 0 u) J = F- • w w co = I— _ Z I— O Z ~ U • � O - O H w W I— - u. w Z CO O z SHORELINE CROSS SECTIONS: 17 (a) Provide shoreline cross sections at maximum 75' intervals along the project riverfront. / (b) Show all existing and proposed improvements. / (c) If the project is within the Tukwila Shoreline Master Program show the limits of the 40' River, 100' Low Impact and 200' High Impact Environments. / (d) Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation. OTHER: ✓ 18. If project is not subject to design review submit dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and /or any proposed screening. / 19. Luminaire plan including location and type of street and site lighting. 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ROED & HITCHINGS. INC. CIVIL ENGINEERS k LAND SURVEYORS ]W. >w a Al � ( COt) V)1 -%0! .mm Scu -I ? -03 ", �"`•.. h - r':i�'�.�'�� } ;�.k 3 '� y � ..,« ..�r .... Fn r"• �i" t . Y'- '4.`F -"y� » : ^�:'-r:•. ,.'... . , �.r -••.. •.r.<r.. -.w��. . :�,., ,: s;,• ,,.,,�r..��;^,a �a �x r: .;.�...� ':.�`v.� M°' .'S'!`•�'f� %Nr�4"'�.{��'a"fW°.. �. utasr.h: aro-c. L00 \2003063 C4 u -ao NKWLA GRADING 6c STORM PLAN FAMILY FUN CENTER 7300 FUN CENTER WAY WASHINGTON fk{` h- 1 `.x:+9;'..y'p.y- ','},s�..u. -.r` x.� xy .... :..��.......�..,..�, -.... g 1; p fF t o § 4 Y A A • 0 0, • s: &: BUSH. ROED & HITCHINGS. INC. GINL ENGINEERS • LAND SURVEYORS 2000 ..0w ..c c.0s* (tool sLt -N00 6FZ1'i "w Feu ....5'r`itli'.4 c -uw +cw0 ;1 LDD\2003063 C5 tt-GRO lAVARS1ATE: 1UK MLA UTIUTY PLAN FAMILY FUN CENTER 7300 FUN CENTER WAY WA9IINCTON rerAZ * BU SH. ROED & HITC •••■".. ac LAND SURVEYORS CL maNEuis HITCHINGS. Wei CAST ,4t z 14 WP4 . "11r. 1131311211121:1111CIMICIE 1 v.z = '11 , t: , 0,?.. 0 . ..1 - 4 -Al .4 LDD\2003063 C5 tt-GRO lAVARS1ATE: 1UK MLA UTIUTY PLAN FAMILY FUN CENTER 7300 FUN CENTER WAY WA9IINCTON rerAZ * BU SH. ROED & HITC •••■".. ac LAND SURVEYORS CL maNEuis HITCHINGS. Wei CAST ,4t z 14 WP4 . "11r. fl ... V i I I . . . S. R: V. KV VIM ....., ..: ME;., ili IE Ps i.. ate u: . 71AX :t?t, tt: tc r.: tx 1= alit := us 5 If i";8' ill SSS I I C CC C CCC Ctt tt CC C C C CI CV m u,fSTATG CO,-CV T FiR P Sg 0 LDD \2003063 C6 at -om F TUKWLA 70% Height of Will (Mil.) DETAILS FAMILY FUN CENTER 7300 FUN CENTER WAY WASNNOION 2 P I S • • I P 1 p s P P F. a Y 411 [Sha :ma:a... IJ C ' ro� E'I:F:.r. r•.. .r Tec II lliP 3 l E pi,[LIICiJ .4 q tl 14 i !19 a iq 111 IL BUSH. ROED & HITCHINGS. INC. 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L03 -0043 m Drawing • I "n" m wE New Building •1 I M . 4 1 2x6• PVC •E 10.71 PVC . 1 . E BOTTOM - • /.• / ' A •••■ A• , 4?. , • r;•‘: :1.1 1 4/ •/*/- // " 2009 MINOR AVE. EAST, SEATTLE, WA 98102 (206) 323-4144 FAX (206) 323-7135 1-800-935-0508 E-MAIL: INFO@BRHINC.COM 1 ORN MANHOLE Rim a4 82 (iiii.JRIEJi! la L E 20 . 12 NH 18 - AC.11 Lt 20 . 12 NE la IE 20 . 01:1 E .......... .18 P,DE IL 20. 1.:?. PVC TE .BASIN MAP 7300 FUN CENTER WAY FAMILY FUN CENTER J06 NO 2003063 SCALE 1"=40' DRAWN KLT CHECKED JJW DATE 07/15/03 JAIdd191VAOR:11dwnbesa-nni dwn n7/1 Rinn nn.ln.an PM I N. vv. 1 —r ,,e_—r; I v vi • L., VV.IVL Inch 1/16 1 pr C I N //. 12" E 6 . 12 .'•' 1• •:•.; 1 . ••• • / • ' •'• r : r• r NC, ki •• i s 21'6177 S. • • \ • /.., • •E " r;*> '<"*". ■•• N.W. 1/4 SEC:. 24, I . 23 N., KUL. 4 L., W.M. .... ........ //, .. : BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST, SEATTLE, WA 98102 (206) 323-4144° FAX (206) 323-7135 1-800-935-0508 E—MAIL: INFO©BRHINC.COM iiihii111,1,11)11,01.1111 1111 I.0.1011101111111111.11—:.' / I "r'r• •;k: • i4 a t r •.! v 1.vr ...• " •••••• •••• •••• S . ..•••••• • " . • • •••••j;:••• • . • S Cifl' P °VEY:in...OW 22 . 4 1E 19.0F1 , i .'•■ 11••••• r...• • • •••' ' „ ":••• . .... , ...•mr IL N w/c3a cap000 "• s, <„," • • . • , ....... • ••• .•••. • , I •:::::::c..Itir a t *.i rit.3 . '..:5u :st I ;•,* T..; pm M ,.)ti, i rig' a 1:i" ADS TE 19 N i., ••• - ', • • • , . • • ,...... r •,' c.: • ::. l':?: ... I ADS ,I.:?....,. f ::E lf . . •• !... - - '• / :.•1;.?•?f- C.:Vi '2 • Eli CIRM M ANH 1":1:.... :: t “.• •:•.,. RIM 24 . 82 J3 ;ES: JR i E I •I'l s•. f ! :: : : r• • t:: s.: ...,...:,:„.% - la- , TE 20.12 1\11.4 •-- -:.; I , ':. r.• r ?:, i ., '. ' kat \ I :?: o :-:", I F." 20 1 ;•• NI F ."'..f,. "II 'I I:I EI.I'''.e.i ...... .......... la "•:.„ ADE IF PO . I e? ::: il 4 2.: i ,. 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NEIMER THE OVER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSBIITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS . OTHER UNDERGROUND FACILITIES NOT SHOW ON THE ORAVNNOS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT • ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. . . • 2. F CHANGED CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRCMPTY.OF 1) PREOOSTINO SUBSURFACE .'• CONDITIONS DIFFENNIO.FROM •THOSE INDICATED N THE PLANS, CR (2) PREEXISiNG UNKNOWN. SUBSURFACE CONDITIONS, OF AN UNUSUAL • • NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUN- TERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE, CHARACTER PROVIDED FOR IN TIE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MANE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATDN FOR EXFRA WORK RESULTING FROM CHANGED CONDI- TIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSOOT SEC 1 -04.7) • 3. THE CONTRACTOR SHALL CALL THE MITES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF' ALL URUTES'AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE n uTY IS NOT A SUBSCRIBER OF THE UNDER- . GROUND LOCATION CENTER THEN THE CONTRACTOR • SHALL GIVE INDI- VIDUAL NOTICE TO THAT UVUTY. (WSOOT SEC. 1 -07.17 APWA SUPPLEMENT) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AN EXER- aSE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUC- TING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC • AND PRIVATE %MUTES FROM DAMAGE DURING' CONSTRUCTION. EXISTING UTUTES ARE DAMAGED, THE CONTRACTOR SHAU. IMME- DIATELY NOTIFY THE OWNER AND THE ENGINEER: ME CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. WSDOT SECTION 1 -07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPON- SIBLE FOR THE MEANS AND METHOOS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS . 5. WHERE THE PLANS CALL FOR UNITIES TO BE RELOCATED BY:oTH- ERS, THE CONTRACTOR SHALL HOMEY ME UTNTY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS ALL EXCAVATION. .TRENCHING, SUBGRADE PREPARATION. FILL PLACE- MENT MD COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPUMCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND-11E CURRENT GEOTEIHNICAL ENGINEER- ING REPORT. . ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. . Q CONTRACTOR STALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND . SURVEYOR TO REFERENCE COSTING MONUMENTS ON OR ADJOINING ESTABUSH SAID POINTS AT PROJECT COMPLETION. THIS RE- ESTABUSHMENT SHALL E. DOCUMENTED BY RECORD OF SURVEY STE PREVIOUS SO OOAOUTION OR CONSTRUCTION AND TO RE- CORNER RECORD AS DESCRIBED IN W.A.G. 332 -12O WATER DISTRIBUTION NOTES: ALL CONSTRUCTION CF WATER OSIRIBUiICN SYSTEMS STALL CONFORM TO THE DESIGN REQUIREMENTS OF THE STATE OF WASINNGION DEPARTMENT OF SOCIAL AND HEALTH SERVICES AND THE CITY OF TUKWLA PUBLIC WORKS WATER CONSTRUCTION AND DEVELOPMENT STANDARDS • 2. EXCEPT' AS OTHERWISE NOTED HEREIN, :ALL . WORK SHALL BE ACM/MUSED AS RECOMMENDED IN APPUCABLE AMERICAN WATERWORKS ASSOCIATION (AIWA) AND AMERICAN PUBLIC WORKS ASSOCIATION (APWA) SPECIFICATIONS NFPA 24 AND ACCORDING TO -THE REOOMMENOASONS OF THE MANUFACTURER OF THE MATERIAL OR EQUIPMENT USED: CONTRACTOR PERFORMING ACTUAL CONSTRUCTION SHALL HAVE A • COPY OF THE SPECIFICATIONS ON THE JOB STE AT ALL MMES CONTRACTOR • SHAU. FURNISH A WATER 110HT PLUG OF THE APPROPRIATE SZE 'MUCH SHALL BE INSTALLED IN THE END OF THE WATER MEN WHEN WORK IS DELAYED OR STOPPED AT THE END OF THE WORK' DAY. • • WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY -SIX ( 36) INCHES BELOW ROAD RIGHT -OF -WAY, • BELOW FINISHED GRADE. ALL WATER MANS AND SERVICES WILL NOT BE MORE THAN SIX (e).FET BELOW FINISHED GRADE. . • 4. DUCTILE IRON PIPE SHALL BE CEMENT-UM NDARD TUCNESS EQ NED ASE 52 UNLESS OTHERWISE SPECIFIED MD SHALL CONFORM TO THE STANDARDS OF USA STANDARD A -21.51 (AWRA C- 181). • . RUBBER CASKET PIPE ANTS TO BE PUSH -ON -JOINT (NON CR MECHANICAL • JOINT (M.J.) IN ACCORDANCE NCH USA STANDARD A21 -1I (AWWA C -111), UNLESS OTHEAVIISE SPECIFIED: FLANGED JOINT SHALL CONFORM 10 USA STANDARD 816.1. . STANDARD 111I004ESS CEMENT LINING SHAD. BE IN ACCORDANCE IMTH USA STANDARD P.21.4.(AWWA C -1 -4). . • 5. TRENCHES SHALL BE PROVIDED PER 1UKINLA STANDARD PLAN 'W5 -10 AND OSHA/ISHA• REQUIREMENTS . a. ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLACKING. TIE RODS OR.JONTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ON -STE MOON OF CONCRETE IS NOT "ALLOWED REDI -MIX ONLY. (REF PLAN •'WS -1' & 'WS-2' SHIT /' C8).. ALL TIE -RODS SHALL BE PANTED WITH A BITUMINOUS COATING. 10. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED' IN THE TRENCH FOR ALL. BURIED PIPE. BA7CFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT MD PROTECT THE PIPE. STONES FOUND IN MME TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST EX (6) INCHES BELOW THE BOTTOM OF THE PIPE 11. CLASS 52 DUCTILE IRON PIPE INSTALLED IN ACCORDANCE WITH AIWA STANDARD .C-151 MD THE MANUFACTURERS RECOMMENDATION. • 12. FIRE HYDRANTS SHALL BE CONSTRUCTED PER CITY STANDARDS PLANS 'WS-4' AND • W5 -5'. AND CITY ORDINANCE NO. 729. SEE SHEET CB . STORM DRAINAGE NOTES: • 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE ETH 'STANDARD• SPEOFICATIONS FOR MUNICIPAL PUBUC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (APIA) AID CITY OF TUKYALA STANDARDS NID•SPEaFlCATIONS . . . 2 THE CONTRACTOR IS'SOLELY RESPONSIBLE FOR THE MEANS, METHODS NO SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF Woman NA OTHER ON ME CONSTRUC110N SITE. . •3..IT SHALL BE THE CONTRACTOR'S AaPONS8IUTY To PROTECT . IN-PLACE AU. UTIITIES AND/OR SiRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PUN. DAMAGE DUE TO CONTRACTOR'S • . OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE 4. . PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FEND: TO . INSURE SEDIMENT LADEN WATER DOES NOT LEAVE THE PROECT SITE • 114E MOUSES MUST BENIN OPERATION PRIOR TO /MARINO OR OTHER CONSTRUCTION AND SE MAINTAINED UNT1L•CONSIRUCIION AND LAMSCAPNNO ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED • (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL ROUTES MAY BE REQUIRED' TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE DURING THE COURSE OF CONSiRUC110N, IT SHALL BE THE OBLIGATION AND'. RESPONSIBIUTY OF THE DEVELOPER 10 ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO . PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT • PROPERTIES 5. ALL TYPE I CATCH BASINS., FRAMES AND GRATES, TYPE R CATCH BASINS ( DESXil CONSTRUCTION STANDARD PLANSTUKWILA INFRASTRUCTURE. AND O. THE BAQKFNL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE • . . PIPE IN LAYERS VIM A LOOSE AVERAGE DEPTH OF SIX INCHES. MAGIIM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. • THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR 70 SIDE OF THE TRENCH. 'MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS • EXCAVATED FROM THE TRENCH EXCEPT THAT ORGANIC MATERIALS • • FROZEN LIMPS OR ROOKS OR PAVEMENT CHUNKS MORE THAN SIX . INCITES IN MAXMUM DIMENSION, OR OTHER UNSUITABLE MATERIALS SHALL NOT• BE USED. 7. ALL STOW DRAIN PPE SHALL BE CONCRETE RUBBER'GASIETED ASV 0-14 -2 OR ASTI C -76-11 OR 16 GAUGE GALVANIZED STEEL. CORRUGATE METAL PIPE. STEEL PIPE SHALL HAVE WATERTIGHT • COIPUNG BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 9-05.1 (2)A. STEEL PIPE. SHALL RECEIVE TREATMENT 5 ASPHALT COATING INSIDE AND OUT. IL BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS (CORRUGATED T METAL ORR PLASTIC)-SHALL PIPE LASTC) SHALL BE CLASS 'F" PER APWA STANDARD PLAN NO. B -14 TRENCH, W OTH SHALL BE 40 INCHES • MAXMUM CR 1 -1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, NR9OEVEi IS GREATER. BAQdFILL. SHALL BE PLACED IN 6 INCH . LAYERS COMPACTED TO 95% MAXIMUM DENSITY.' 9.: BKOLTRATION SHALES, RESTRICTORS AND STORM DRAINS NOT LOCATED ON PUBLIC RIGHT -O' -WAY ARE TO BE PRIVATELY MAINTAINED. 'I0. IN AU. AREAS,.OTHER THAN ROADS. WHERE CONSTRUCTION REQUIRES THE REMOVAL. OF SOO, ETC., MOSE AREAS SHALL BE HYDRO - SEEDED . NTH RYE GRASS FOR ME PREVENTION CF ON -S1E EROSION. 11. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.30). THIS SHALL NCILDE NECESSARY LEVEUNO OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE. SO NAT'THE ENTIRE LENGTH .OF NE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE . 12. THE STORM DRAINAGE SYSTEM SHALL BE INSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS ANY DEVIATION FROM 11E APPROVED PLANS ELL REQUIRE WFITTEN APPROVAL' FROM THE PROPER AGENCY,' CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBUC WORKS 13. A COPY Of THESE APPROVED PLANS MUST BE ON THE JOB STE WHENEVER CONSTRUCTION IS IN PROGRESS , 14. ALL ROOF DRAINS AND FOOTN DRAINS SHALL BE TIGHTUNED TO . THE STORM DRAINAGE SYSTEM. . . SANITARY SiDE SEWER NOTES: , ALL MATERIALS USED FOR CONSTRUCTION OF CITY' OF TUKWILA SANITARY SIDE SEWERS SHALL BE NEW AND UNDAMAGED. ALL MATERIALS USED ON 711E PROJECT SHALL DE INSPECTED .AND APPROVED BY THE CITY PRIOR TO INSTALLATION. • ACCEPTANCE OF THE MATERIALS BY THE CITY SHALL NOT RELIEVE THE • DE �/CONiRACTOR FROM THE RESPCNSDIUTY TO GUARANTEE CONSTRUCTION' 2. ALL•MAIERIAS AND METHODS REFERENCED HEREIN SHALL CONFORM TO THE APPLICABLE STANDARDS FOR MATERIALS AND CONSTRUCTION FOUND IN ME • '9TMOARD" SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, LATEST EDITION, PUBLISHED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBUC WORKS ASSOCIATION, AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, HEREINAFTER REFERRED TO AS THE APWA/WSDOT STANDARD SPECIFICATIONS . 3. MATERIALS FOR SIDE SEVERS SHALL BE EITHER CONCRETE. PVC OR DUCTILE IRON ,, At SPECIFIED BELOW: • - DUCTILE IRON PIPE SHALL CONFORM TO ANSI A21.51 OR AIWA CIS1 AND SHALL BE CEMENT UNED, PUSH -ON JOINT UNLESS OTHERWISE SPECIFIED. TiE MINIMUM THICKNESS CLASS STALL BE CLASS 52 UNLESS OTHERWISE SPECIFIED, AS DETAILED IN SECTION 5.3.4 OF. THESE STANDARDS. P.V.C. PIPE SHALL CONFORM TO THE PROVISIONS OF ASTM D3034 -S0, SDR 35 UNLESS OTHERWISE SPECIFIED. ALL JOINTS ARE TO BE PUSH -ON RUBBER GASKET TYPE. . . PIPE LAYING SHALL START FROM THE LOWEST POINT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. S. NO PORTION OF ANY SEWER MAIN OR LATERAL INSTALLATION IS 10 BE SACKF LLED OR COVERED UNTIL APPROVED BY THE PUDIC WORKS INSPECTOR. . ALL NEW LATERALS OR EXTENSIONS TO EXISTING STUBS SHALL BE TESTED BY ETHER EXF1t.1RAIION WATER TEST OR LOW PRESSURE MR TEST FROM THE POINT OF CONNECTION TO THE EXSTING STUB OR MAIN TO THE CONNECTION WITH THE BUILDING PLUMBING. TESTING OF SIDE SEWERS SHALL BE PERFORMED PRIOR TO BACXFILLJNG. . . . 7. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE PUBLIC WORKS INSPECTOR 24 -HOURS IN ADVANCE. FAILURE' TO GIVE . ADEQUATE ADVANCE NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTION. . - • CEMENT CONCRETE PIPE SHALL BE RUBBER GASKET BELL AND SPIGOT TYPE CONFORMING TO ASTM DESIGNATION 014 CLASS 2 FOR NON-REINFORCED PIPE . MI D PLANS C76 FOR REINFORCE) 1NTN REQUIRED CLASS TO BE SPECIFIED ON LEGAL DESCRIPTION; (AS SHOWN ON SURVEY BY CENTRE POINTE SURVEYING DATED 5 /6/03) OF • R NGE 4 EAST TTHE WILLAMETTE M EPoCIAN IN4KIN ANCODUNiY NORTH. WASHINGTON, BEING MORE. PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE 2M -LINE OF PRIMARY STATE . HIGHWAY NO. I,- GREEN RIVER INTERCHANGE, AU. AS CONVEYED TO OR CONDEMNED BY THE STATE OF WASHING BY DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 5465612 5507291 5510773 5503778, AND PRO UNDER KING COUNTY SUPERIOR COURT SE NO. 82, . 6 STA POC 2M) 134+28.56. MTH•THE A -UNE, STA POT A • 102 +8212,,_ SAWN THAT CERTAIN MAP ON FILE `NTH ME STA OF SR 405 VE WASHINGTON H WONT, OF W Y S 96+ 0 STTA� 000, SLHEET2 CF 2' APPROVAL DAIS OF JANUARY 3O, 1962. WITH LAST REASON DATE OF DECEMBER 31, 1 THENCE NORTH 42W02' EAST ALONG THE CENTERUNE OF SAID A -UNE, 86.55 FEET 10 STA 103170.67 OF SAID A -LINE THENCE NORTH 4729'56 WEST 60.00 FEET TO A POINT ON THE NORTHERLY RKU4T OF WAY -SAD PRIMARY STATE HIGHWAY NO. i SAID POINT BEING • THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH WITH A RADIUS OF 183.00 FEET. AND ALSO BEN THE TRUE PONT OF IBEONNINS . THENCE NORTHERLY EASTERLY AND SOUTHERLY ALONG SAID RIGHT OF WAY.ON THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6446'29' A DISTANCE OF 184.37 FEET: • THENCE LEANNO•SNO RIGHT OF WAY, AND BEARING NORTH 211411" EAST, 38.16 FEET: THENCE NORTH 64•4606; VEST, ADO FEET• THENCE NORTH 22388 ,1, WEST. 166.10 FELT • - THENCE NORTH 22'01 EAST 229.49 FEET A POINT•ON THE ORDINARY 8 B CONS CONSULTING GINEERSS, ) INC. ON AUG WAS 1997; THENCE ALONG THE ORDINARY HIGH WATER UNE OF SAID RIVER THE FOLLOWING CAS AND DISTANCES: SOUTH 70'0000 11EST ?9.06 FEET: itENCE SOUTH 73 00 WEST 8500 FEET . THENCE SOUTH 6700;00" VEST 100.00 FEET; . . THENCE SOUTH 57'4000' WEST 30.00 FEET; THENCE SOUTH 63'5COO; VEST 35.00 FEET :THENCE SOUTH 5630'OO, WEST 100.00 FEET; .. THENCE SOUTH 51'DO'O0, NEST 50.00 FEET THENCE SOUTH 35'40'00 WEST' 40.00 FEET . THENCE SQUTH 39 '00'00' WEST 60.00 FEET; THENCE SOUTH 82'20 WEST 50.00 FEET TO THE NOIRTHEASTRLY RIGHT OF WAY FOR SAID 2M -LINE; THENCE SOUTHERLY ALONG SAID RIGHT OF WAY UNE TO ITS INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID A -UN THENCE 9.42 NORTH RTH THE 42 PANT Ent,. BEGINNING. SAID NORTHERLY RIGHT OF WAY, (BEING KNOWN AS ad)u.hd Parcel 1 of Boundary Una Ad)Etmant No. L96- 0026,racarded under Rocardln9 No. 8906309017). SITUATE In the County of King, Skits of Washington. CONTRACTORS NOTE: THESE CONSTRUCTION PLANS ARE BASED ON NI EXISTING SURVEY INFORMATION PREPARED BY CENTRE POINTE SURVEYING. BRH. INC. ASSUMES NO RESPCNSBIUTY FOR ERROR DUE TO INCOMPLETE OR INACCURATE SURVEY INFORMATION. UTILITY PROVIDERS: MSTAIY AHD sr wd KaiRC CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCETNTER BOULEVARD 1UKWLA. WA 98158 (206). 433 -0179 CITY OF TUKWWLA WATER DEPARTMENT 600 INKIER BOULEVARD TUKWNLA. WA (206) 433 -0179 ssC AND POWER .. . PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22626 66114 AVENUE SOUTH KENT, WA 95032 1- 600 -321 -4123 IELEEMIZI - E U DA CROUP . . . P.O. BOX 625001 UTT.ETON, CO 80162 1 -600 -526 -3557 PROJECT: FAMILY FUN CENTER 7300 FUN CENTER WAY TUKWILA 96156 OWNER /DEVELOPER: FAMILY FUN CENTERS 29111 SOUTHWEST TOWN CENTER LOOP MESE WILSONVILLE, OR 97070 . • - • CONTACT. SCOTT HUSH 425- 225 -7300 VERTICAL DATUM: (AS SHONE ON SURVEY BY CENTRE POINTE SURVEYING DATED 5/5/03) . RNA (NOVO 1929) SITE AREA: (AS SHOWN ON SURVEY BY CENTRE POINTE SURVEYING DATED 5/6/03) SITE AS SHOWN CONTAINS 111,610 SQUARE FEET OR 2.562 ACRES MORE OR LESS . . SHEET INDEX; . . Cl COVER SHEET C2 EROSION CONTROL PLAN C3 EROSION. CONTROL DETAILS C4 GRADING & STORM PLAN C5 UTILITY PLAN C6 DETAILS CALL 48 HOURS BEFORE YOU DIG 1- 800 - 42.4 -5555 r..n CP KLT aar 1 " =20' n a 4 } Z 3 U z U) as ah JJW dot. 7/ 16/03 • 2003063 ▪ fti 1 W 6 N.W. ' 1 /4 SEC 24, TWP,' 23 N. ROE. 4 E. W.M. Inch 1/16 ` 1 • 111111111 l i l lll.LLi111,1 I J . F1 11, IIit 1I1IIL1 11;11111'11i11i111111111l 4 5 . I 6 em •B . j L9 II I1� 1 iifli6I i ).ii 101) IJ .t OI!llll,1,�IUI II,' tII�l.1111i�11�! 111111111 llll�lilll_ C *.fr ,// • . CA1X.A BA • P,,VM • 25, / 47 • " /1 •'' 2" IE46/1r-lE • 12VADS ' / ' • e e . .0 > ••...."i • • _ •••'% r "'f \ Rb<er ease. under Rec . •••••• .1.--400201.17000551\11. 24 OUTLEIV ..:>;;;C.,.."' • ; LATCH BASIN 18.'8O" • •RIM•27.57 • _ 12" ADS 17.89 12" • ADS IE 18.13 NW • i , • ' Power transfniss i On ki Jf easement filed • Iv • ""-/ kJ_ E- under Rec . 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" , N , . - • A 1 \- . • • 4: "- 'STORM DRAINAGE MANHOLE 1.E .19. . p 0 vie r , - • •-'6,,,,--,s1; . -T.....,<.§1. .. \ -.;.- \4 ‘..,x ( . •,,,,•/:, , ,,, , '•undergroutto I, I gh.f.___:. -- ,9S.E.) - ...- - (,,:, ,I,'",' ••• • „,.,,• ''-.. 81anclai'di -5 • .- r .7±..... e „ .. . ,,..„.T. , :: : :.;:i iti.. 2,6,2.0.,, i.. 4 .;,..,,, ,,•:...1. • :,, c. _b_ s O \-- ' . ,... `',......SC:=-----.:2;1.,j .) • J - t (Z) -•,„ '''',;•?' ' . .• • .0 . - ' .:4z?z ' -" '' ' ..,.is. , ....,,, . , /•---BIM 32.99 , . ' . '16" UNKNOWN IE A5.51 1 . . . - .......,, -. P,)L:.ortt •st; \''' .16" 1.1 • 71 NE. . " -.• \ •') bane ',' • .. c '''' ‘;',.: ', .' . . ' .. •,... . . . • ..1. ,,,,, r. ,- • `, '‘..'' , . 1 ' • • \ • q ne e; low ) t • ..."(:\ ai • 7.and gut r er S. • Y WE'6" • tran9forrrier , er. fl L. ;ler "v‘iio-.1t ..5/1 • CALL-48 BEFORE YOU DIG 424-5555 ce LU z 5 KLT =a. I JJW OM 7/16/03 • 2003063 *eel 2 6 N.W. 1/4 SEC 24 TWP. 23 N. , •RGE.4 E., W.M. 10 U' CO ... 1r) 0 G 0 W 8 1. CONTACT CITY OF TBKWI.IL TO SCHEDULE A PRECONSTRUCna, MFJETNO MDR TO ANY CONSTRUCTION. • 2. INSTALL CB PROTECTION PER STANDARD DETAIL ON ALL DO511N0 CATCH BASINS PRIOR ANY..CONSTRUCSOI. INSTALL SOCK FLIERS IN AU. EXIS1M0 CATCH .BASINS • 3. BEG N INSTAUJNO NEW SNOWY. SIFTER MAIN. ' 4. INSTALL NEW STORM. SYSTEM. • • • 5. PLACE CB PROTECTION ON ALL NEW CATCH BASINS. • 6. INSTALL NEW WATER Ca*1EC1104L ; ' 7.. BEGIN PARKING LOT RECONSTRUCTOR: • B. comma NEW CURBS AND SDEwAIxs. 8.. FINAL GRADE •AND PAVE... . 10. CLEAN Emma STORM SYSTEM... . 11. CLEAN AND RE BIOSWALL • _ • 12. FINAL INS°EC110N.. ... • I I .. r I I. L BURY BOTTOM OF FULUER MATERIN.. • II 1 1_ IN 4 BY 12" 1RENC I 11 I I '•I1 • U FILTER FABRIC MATERIAL 2' BY 2 BY 14 GA. WRE FABRIC' OR EQUIVALENT. • FILTER FABRIC'MATDBAL 60" TIDE ROLLS.,' USE STAPLES OR VANE IdNGS.TO ATTACH FABRIC TO NMIE.. • r BY 4" W000 POSTS, STANDARD OR BETTER CR EQUAL ALTERNATE STEEL POSTS 2' BY 2". BY 14 CA. WIRE FABRIC OR EQUIVALENT. NOTES a. NNE FLIER 'FABRIC SHALL BE PURCHASED N A'CONTINUOUS ROU. CUT TO• .THE LENGTH OF WE BARRIER TO AVOID USE OF JOINTS. %WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPUCEO TOGETHER ONLY AT A ' SUPPORT POST, MTH A MINIMUM 1-INCH OVERLAP. AND BOTH ENDS SE- CURELY FASTENED TO .114E POST. .. b. • THE F1UTI . FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE • CONTOURS (INHERE A BLE).•1HE FENCE POSTS SHALL BE- SPACED'A MAXIMUM OF I FEET APART AND DRIVEN SECURELY INTO THE GROUND'ONINMUM OF'30 INCHES) . C. . A' TRENCH SHALL BE EXCAVATED. ROUGHLY a INCHES OE AND 12 INCHES .' O. UPSLOPE AND ADJACENT TO NE W000 POST L TO ALLOW THE FLIER FABRIC TO BE BURIED. . . . d. • WHEN STANDARD STRENGTH FILTER FABRIC IS•USEO. A %ARE MESH SUPPORT FENCE SHALL BE FASTEED SECURELY TO THE UPSLOPE SIDE OF NE POSTS . • USING HEAVE -DUTY WIRE STAPLES 'AT LEAST 1 INCH LONG: DE TRIES CR HOG RINGS.' THE• LIME SHALL EXTEND INTO DEL TRENCH A MINMUM CF 4 • . • INCHES AND SHALL NOT EXTEND MORE THAN 3B INDIES ABOVE NNE OBI- NAL.OROUND SURFACE •. • a ' THE STANDARD SIREN FILTER FABRIC SHALL BE STAPLED OR WINED TO THE FENCE, AND 20 INCHES' OF THE FABRIC SHALL BE DOMED INTD NE TRENCH. THE FABRIC STALL NOT woo MORE DIM 3e INCHES. ABOVE THE . ORIGINAL GROUND SURFACE FI.TER.FABRIC SHALL'NOT BE STAPLED TO 9 h. L. • WHEN EXTRA- SIRENOTH'FBLTER FABRIC AND CLOSER POST SPACING SRE USED, THE WARE MESH SUPPORT FENCE MAY BE EUMINAIED. IN SUN A • CASE THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL" OTHER PRONSONS OF STANDARD NOTE a APPLYNG. L. . THE TRENCH SHALL BE BAC FIL ED WITH 3/4 -INCH MINIMUM. DIAMETER • .WASHED GRAVEL: FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED MDR'. •' .USEFUL PURPOSE' BUT NOT BEFORE THE UPSIAPE AREA HAS BEEN PERNA- .. NENTLY STABIUZED: • FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DALY DURING PROLONGED RAINFALL ANY RE- QUIRED REPAIRS. SHALL BE MADE IMMEDIATELY. • • R-25' MIN. . . IY MIN 4' - V: OUARRY SPALS DIMENSION AS REQUIRED: 100' MIN. EXCEPT MAY BE REDUCED TO SD' MIN FOR SIZES NTH LESS THAN ONE ACRE OF EXPOSED SOL PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA . STABILIZED' CONSTRUCTION ENTRANCE unr m ef.0 c . 113COSSEDIMEW OILY slant AGO AAIIH 11 IAN OR R pIeo. MN RR DNRWN% SOIL 11110111-41 n . • '1: 14- 15. PROVIDE 3/4" -'1.5' WASHED GRAVEL BACKF':U. IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON NE SURFACE 2 BY 4 WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL POSTS.. . FILTER FABRIC FENCE DETAIL EROSION /SEDIMENTATION' CONTROL NOTES: • APPROVAL OF THIS EROSION/SEDIMENT ROSION/SEDIMENTAMON CONTROL (ESC) PLAN DOES NOT CONS1T1U1E AN APPROVAL OF PERMANENT ROAD OR DRAIN- . .AGE DESON (EE0.•SZE AND LOCATION OF ROADS. PIPES. RESTRIC- TORS, CHANNELS,. RETENTION FAOIJIES, U1NJ1IES. ETC.)• • 2 IILPLEMEiTA11ON OF THESE ESC PLANS AND THE CONSTRUCTION. •..MNNTENANCE, REPLACEMENT. ANO UPGRADING OF THESE ESC FAQU- TEES IS THE RESPONSIBILITY OF THE APPUCANT /CONTRACTOR UN11L • . . ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LBO1S'SHONN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD. PRIOR TO CONSTRUCTION.. 'DURING THE CONSTRUC1ION PERIOD, NO DISTURBANCE BEYOND NE • • F.AOIED CLEARING UMI1S SHALL BE PERMITTED. NE FLAGGING • SHNJ. BE.MANTNNED BY'THE APPUCART/CONIRACTOR FOR THE 'DURATON'OF CONSTRUCTION. . , .. 4 THE .ESC fACNJ1IES SINN ON THIS PLAN'MUST BE CONSTRUCTED IN CONJUNCTION 1411H AU. CLEARING AND GRADING ACTIVITIES, AND IN • SUCH A MANNER AS.TD INSURE THAT , SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPUCAlLE WATER STANDARDS. MCC 9.04.020 AA. KORS7.09 0).. • • Q THE ESC FACTURES SHOW ON THIS PLAN ARE NE MINIMUM RE- . OUIREMENIS FOR . ARTICPATED STE COMMONS. DURING DC CONSTRUCTION PERIOD, THESE ESC FACU11E3 SHALL BE UPGRADED (E.G. ACO411ONAL SUMPS,- RELOCATION OF DITCHES AND •SILT FENCES. ETC.) AS NEEDED FOR .UNEXPECTED STORM EVENTS (KCC 9.04.090 132). . 6. THE ESC FACUTIES'RIAU BE INSPECTED DAILYBY THE APPUC- , . ANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE.THEIR CONTINUED FUNCIIONINi (KCC 8.04.080 B2). • ..:.: 7.. ANY AREA SNIPPED or VEGETATION. INCLUDING ROADWAY EMBANK- uENTS. YHERE NO FURTHER WORK IS ANTICIPATED FOR A PE IO) OF 15 DAYS. SHALL BE IMMEDIATELY STABUZED WITH NE APPROVED . '• ESC MEDICOS (E.G . SEEDIN0. MULCHING NETNNG.•EROSION BLAN- :KETS, ETC.) (l(GRS 7.080). ' . • • B. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE AT1124110N, SHALL BE AGGRESSED YIIHIN.FIFIEEN (15) DAYS.' • 8. THE ESC FACUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR 1WTHIN NE 48 HOURS FCLLONANO.A STORM EVENT. . • 010. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED • . TO ACCUMULATE YITIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED. PRIOR TO PAVING. THE • CLEANING OPERATION SHALL NOT. FLUSH SEDIMENT LADEN WATER INTO . 'THE DOWNSTREAM SYSTEM. . 11. •STABIUZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MNNTNNED • FOR THE DURATION OF THE PROJECT. ' ADDITIONAL MEASURES MAY BE •.REQUIRED TO•INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF NE PROJECT. (RCW 46.61.855). . . 12. DURING NE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31. ALL PROJECT DISTURBED AREAS GREATER THAN 5,000•SOUARE FEET THAT ARE TO BE LEFT UNBOWED FOR MORE THAN 12 HOURS SHALL BE COVERED SY ONE OF•THE FOLLOYNNO COVER MEASURES: MULCH. SOOOINQ OR PLASTIC COVERING. 13. ANY PERMANENT RETENDO N/DETEN116N FACUTY USED AS A TEMPORARY SET1U NG BASIN SHALL BE MOOIRED 1WTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FAaUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACUTY SHALL NOT BE USED AS A TEMPORARY SETTUNG • BASIN. NO UNDERGROUND. DETENTION TANKS OR VAULTS SHALL 6E • USED AS A TEMPORARY SETTLING BASIN. '• . WHERE SEEDING. FOR TEMPORARY EROSION CONTROL IS REQUIRED. FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (LG. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY BO POUNDS PER ACRE). .. .. ... 0 . %MERE STRAW MULCT FOR TEMPORARY EROSION 66NTROL IS REQUIRED. IT SHALL BE APPLIED AT'A' MINIMUM THICKNESS OF NO INCHES. CALL 48 HOURS BEFORE YOU DIG ' 1- 800 - 424 -5555 Z tin • 8 $� Z K ^ -N S - x� c..) 2 ' • -Y cn 0 CC 5• ft 142 n z m a..n by KLT ,m, 1".213 E 8 JJW 7/16/03 !w 2003063 3 6 N.W. 1'/4 SEC 24, TWP. 23 N. RGE. 4'E.,. W.M. I11 1 I 1 1 1 } till ;firm) vrr N.W. 1 /4 SEC 24 TWP. 23 N. RGE. 4 E. W.M. • easen o w - ....tr . EFod - (j erff1"70 J '4'1 CATCH BASIN RIM 27.57 • --...` 12 •ADS IE 17 89 E To 12" ADS IE 18. 13 ,r4W • GRA PE, 1 t4tew Building \---__ . I , SEWER • L.19•1700\afri 120 ID • RIM 26 . • • • . • 7-2.W HUM • • ax '! PVC.. I l' w-YOLL MP) 8 - . 0vc 4a • BOTTOM = /. , .• • . .. lE=2,5.TO . • n'ansiTi 1 ss. o n• . - ement • f ided STORM • OUT re-sum Gummi . • GRAM SCAM • a . . 10 10 al • ( N 1 Wok 103 tt. E•,n • • E • cw...,;: ov .. '..:;:ID, • • (3(3 24 OUTLET :1 . 1E 14.06 ...•'-• . , • . ; ., G , He ' .. DESQUENE{ . „. ' • '' 1 , Z e •••••••• r.r) 1 • Aris Fir ADS .- 1i • .2 ' Trij rnflrrI i or / 1E 5. 7 , , ?fi • CATH8A /". / rm 1 2 '7,S S I E,; 16 . / 12 ' AD 16 //' • o" Ifr- ' Li • Po • handho le ' Light •-• LEGEND: t arfei a r: d ter -valves s or BANK , • r2. , Wa •. ..1 WATERMAN 1 • (3. . . ., . r, p ri . • , it,. \, ---' . . ,,_ ,... 7. '-' c ; • ' 4i • - - L ' , r I. - . • - ! - WATER VALVE ''., IDO\ti .,AC,eii\etl` • ..cz , • ..---- , -1.1: r i n 6. ' z.,`,, ., -4('.., -'. _,-,-., .6 . . WATER METER rk P. C . L. .. It* ■ A -' . HYDRANT ',.'" . ki Vs- - ... c ,(,,t .,..,, . b • • ' • ) c :.; i /- i'-'' - • ; - . u , . ..---. • STOR MAllliOLE ,....., SONH co SSMH CLEAN cur R.L.O.O. . • •• ' . 1 RIM. 25.. 30 • • REMOVE END OFtIPE IW OVERFL• W ... tA KT*. CMP IE .1P..)F: r •.„., ,,..i 7„..- %\e•'' 'DI IE 18 , 86 St . " 'CNIP IE •19.04 r - • (.1% '. E • '`• u i • (.. ..seper sting FD • ADUST,TOVatil t•- • STORM MANHOLE s.s.c.o. oAc' TYPE 11_,sitIM beina r2 is 1E • pawn= MOW 7 =CRETE BUILDING RETAINING WALL oomosors. H • a e • • • RAIN LEADER CLEAN OUT FOOTING DRAIN CLEAt4OUT SANITARY SEVER CLEAt4OUT INERT ELEV. ROOF DOWNSPOUT RAIN LEADER PIPE • c .T .. , 7H R .L •VERTICAL FIELD i ,-) o : A n - T 0 , -- INFORMATION Y CONSTRUCTION:tHFLOW'31.'"..71 ::•. C1R/C1R or C/C . CENTER TO CENTER • F low. lane ,...,. g o u t' t. cteurr k O . • 18". ADS IF' 20 :IS" ADS IE 2). i 2 ME. '.??... 61 Z':.• C7:6•••:' ri : 1. Ci ' rlj. 18" ADS IE 20 , on sp. Asphalt\ . v,::__........-------.. 18" A IE PO . 12 S.::: 47ixt , , ....„,„ 6: ? pVCIE 20.19 • • .,c.? • • . ?..•N • , • . ... • • • O • • • - • \ f • • .. • 4 • s . • • • • • • • I • ( • c•C • ;, ,1 n : e • • •■ • • . 1_1) • • • • ..,• (.4 • '' • • 3 ` - '' • • • • • • • - H\ • . „I - • • 's . .. • . • • • • .. • • • ''./(1\'s (II 1 :0■. •■■ .• • \ 1'4,4 5. • .• • • • / . . Light •• r. • • • 1 ve. . • • . • • * dero 0L11 : '•••,/:••••" 1 • C'F--73 / 1 Std ndar v a ' :• • ..NE•s , •• J • • \ , • \ • \ MAIIHOI F . • • • • • .• UNE MO'oii•0 I Y 1 'NE • • : - TOP - - ••■■■■■■.1,1■.. -". A2s,‘ . . LIlir L vet Curl) , drid utter • \ .?;.• v trarV-krOrrner. 11:a --Trans f Oi'IYi r v t • • • CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 z irg • o uj ) 2 > L.. 2 4 . C2 E w z 0 In 3 pg abigl Om. by KLT 000. 1"-20 4 of 6 a 0.100cal by JJW 7/16/03 2003063 31 • • • • • • • • • - Az- : ...• , .r • ••• •,v - • •'• •• z. :J.: '• " i 111111111111[111111111 11.1111011101111111111.1.11iiiiii.1.11111.111101.1111111ffili 1111 HU I I I III11.111111111111i111111 4• PP' U 5 e ir..,_ . I, • i vn 8 r 0,3,Fititmcti ,LM C. ATCPIsE Q'°' . •:oc BEND (M SA SUER - SEE MEEMANICAI.•`FOR•` 9 E ss TE 8 1- NNW IE -22.655 • IE- 7 Aga stew w • AMY. SEWER LIQT78C.f,'[,P 1 17FDC TE- 27.79* 2>.6" PVC IE 1B. 71 Ji',.:. • IE -20.63 B" PVC IE• i1.=47 E BOTTOM : 7.43 ( • FF=28.75 . RIM 26.4 •3 TrNn: -nii' .ion =event • r i lel"1 • i ..•'1 24" OUTLET •,;:, ••` l) ' . 1 I E 14.08 r / 12 4'44'5$ I h•21 •a •- • a 4 A,]; I. 5_74 pl,._•.- , ,/ I • ;�• r '' . , `. n0 ✓* ......,'It'' ••'' I eta: / / /" .∎' `2� )' / P.1'.l 25 �, 1/1‘/. ''. f 12 S IC /16. BIyy IE. • • 7C MOM ' / • 12" ACTS Ig 16.'S SE ..' 00,1712 -22 -N v / . j ./ *- Power -.- . hanahalE. Light ,` standal Water valve 7 O C OUT BURI Iq TO WATER 011B. CONTRAC 1ri. PROVIDE ENGINEER SNTH / \ =H. ZONTN:3 VERTICAL PEW • - INFORMATION OF E%ISBNG.IWATER•PRICR•-TO .- • �,: ANY= S1RUC11CN'SUCH TO VERIFY • ' t. MERI CONSTRUCTION OF NEW: ,,• - - 1 'Water 'valve ,�... Asona l t . • -L i g •I t kk , ' CROSSING TABLE; • Pavler easernent' led_ -under' Re ■••I go 12200358 GRAPHIC SCA>IZ • N n• (•n( E!0! ) 1 low - 20 ft , 4 f ti 3 • ' A , • /. STORM DRAINAGE. MANHOLE �flIti 32. J'_). ,i IIl.I V.I,i:IIJ r.. TC •I I: 1,IC Light Stanaaro 1 uhdernrouna:. power , • 7 L y„„,,:•,,,,:,' ", _• ,' • . .''+.. :� • .• • is 7:T - .... 1 111 ? .( ~�' TIC) •( 1 \' .13L° . 1(1" OVERFLOW 23. BEND (MJIG(J)F l ow 1 1 n e QL NG. Q curb ---- gutter' !: -/LioI r / ^ �ti • C' 1 ,2 Water valves C y i ' (_ tJ OVEPFLOw • (_ } `,'-• . ,'.. STORM MANHOLE +_;0 . 5 _0 22. : 2 R I M 2 i OMP IE .19 ;y12. 24... DI IE le.e ` : ''E � '•rv' ( "�- ---- -• 1 ". • Cfif� IE 1:CI . t1 N • c. 4 N �. °'' oil 4li.0 ( ' F e1 'at - Ig vault' MANHOLE • ` RIM being rare 'Light . 18.. ADS IE 1r. . ' \ , 24° P \(r' IF. •V4. t1.41 e''TEE'(MJxF 18" . ' . ACTS 1l; .21'. r � t 6 • V A L S J) 12 ADE I E 20 . E LEGEND: PAVED AREA ' CONCRETE BUILDING RETAINING WALL ROCKERY SAWCUT UNE DITCH/SWALE CONTOUR' SPOT GRADE RIDGE LINE TOP/BTM. OF BANK STORM DRAIN PIPING SAN. SEWER PIPING WATERMAIN WATER VALVE WATER METER HYDRANT SOMH CB SSMH CLEAN OUT R.LC.O. FDCO S.S.c.O. . IE DS R.L CTR /CTR or .0 /6 0 VI L".'Ef111f?t.t�(:, � V ,:) LI , . X. ,r PL/1-ter nand nd • , h(U1 PIDEDSER =DM IlOWNIONITM2• D H ■ � 7 0t, 4' • • • RAIN LEADER CLEAN OUT FOOTING DRAIN CLEANOUT SANITARY SEWER CLEANOUT . INVERT ELEV. ROOF DOWNSPOUT RAIN LEADER PIPE CENTER TO CENTER -TOP /TOE- - VI • • I' 1 19r. 1'Invl_C RIM 24..32 (BURIEC' 18I' A0 IE 20. 12 rdr+ 16".. AD- IE 20 12 NE 18 AC''., •_ E _ SE. c•... 7 •StSfld "I'19 . _ 18" _ AP..) IE / ^ ` •, e. .. PVC ?F 20. I.9I . •.0 :%" !:3 sue' u�••.t ` >�' r� stancarc 1 1cw• 1 ir!t. 01 S ' ver•tic i 'curb =:`- no gutter: • \ - -.. "Ic '/5u 1..ran .fur•rner eec '.. prier iY,B r' 1 I t CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Mw by KLT NOG 1 " =20' a-.r nr JAY NU 7/16/03 I» 2003063 I I i 1 I I I I l I .'l l i' I FI I 1 I II 111: ` I I �I1I I `11-1 l I 1 111 1 I 111'1 i i� ' I I I I 1 I I I � I 1I II .. I 1 111 � ��I, 111I 3 I I I �: I I .., 5I: I I PI I6I Inch I. 1/16 91' . ... b1••. .. : ,`t ''g �� } � 0 ( as�:x r 8;. ' L ,•. �h r9 :C,� 5 .�:. 1� y E� /. �: 037 II i Ft iii Ji11tllli. Ililiiiiiillliilil .i.i.iiiilIiiiI.IIUlIIIIIIIIl ll llllll ,Illli�i.illllliililil,Ilili hill iiiIII11�JIJIIIII��IIIII1111l1111L L De/Cllr•flQN a 1P WMANO! NOTII 1 Irmo (NMI 71]0 2135 17 80 (E0871 17.79 1920 4 06 2 1r SO 1726 1179 rWATER 2420 24,37 094 7COIN 3 17 SD 74311 2321 2' WATER 24.03 2470 0.74' 3' COMER 4 1710 72.a 2110 rWATER 233.95 24.02 • 0.56 2.5 COVER 9 17 SD 2129 2329 ,. rWATER 23.N 24.55 0.56 277COIRR 9 r WATER 23.70 23.97 T COWER GAS 74.60 24.97 09T 7 COVER 7 12130 . 7229 OAS' 26.14 25.31 1.87 7COVER 81730 2220 - 2325 GAS 24.m 1.91' 2• COVER f 17 SD 72.20 r 8 24.92 2832 • ter APPICR. 10 1rsD (rtW) 21.79 i7 19.19 1 297 11 17 8D 1920 r WATER 2331 24.38 4.45 3' COVER • 12 17 8D 1936 . • GAS 2016 26. 47 O.W 7COVER 13 r WATER 2152 24.12 T COVER 17 SD 2123 22.73 Ole' 14 1r SD 21.61 7213 CWATER 2327 2194 0.64' 3' COVER 19 Ir SD 21.60 218 GAS 23.92 24.06 1.37 7COVER 1s r ES 12.55 1320 17 SO 21.76 _ 72.76 6.67 PP' U 5 e ir..,_ . I, • i vn 8 r 0,3,Fititmcti ,LM C. ATCPIsE Q'°' . •:oc BEND (M SA SUER - SEE MEEMANICAI.•`FOR•` 9 E ss TE 8 1- NNW IE -22.655 • IE- 7 Aga stew w • AMY. SEWER LIQT78C.f,'[,P 1 17FDC TE- 27.79* 2>.6" PVC IE 1B. 71 Ji',.:. • IE -20.63 B" PVC IE• i1.=47 E BOTTOM : 7.43 ( • FF=28.75 . RIM 26.4 •3 TrNn: -nii' .ion =event • r i lel"1 • i ..•'1 24" OUTLET •,;:, ••` l) ' . 1 I E 14.08 r / 12 4'44'5$ I h•21 •a •- • a 4 A,]; I. 5_74 pl,._•.- , ,/ I • ;�• r '' . , `. n0 ✓* ......,'It'' ••'' I eta: / / /" .∎' `2� )' / P.1'.l 25 �, 1/1‘/. ''. f 12 S IC /16. BIyy IE. • • 7C MOM ' / • 12" ACTS Ig 16.'S SE ..' 00,1712 -22 -N v / . j ./ *- Power -.- . hanahalE. Light ,` standal Water valve 7 O C OUT BURI Iq TO WATER 011B. CONTRAC 1ri. PROVIDE ENGINEER SNTH / \ =H. ZONTN:3 VERTICAL PEW • - INFORMATION OF E%ISBNG.IWATER•PRICR•-TO .- • �,: ANY= S1RUC11CN'SUCH TO VERIFY • ' t. MERI CONSTRUCTION OF NEW: ,,• - - 1 'Water 'valve ,�... Asona l t . • -L i g •I t kk , ' CROSSING TABLE; • Pavler easernent' led_ -under' Re ■••I go 12200358 GRAPHIC SCA>IZ • N n• (•n( E!0! ) 1 low - 20 ft , 4 f ti 3 • ' A , • /. STORM DRAINAGE. MANHOLE �flIti 32. J'_). ,i IIl.I V.I,i:IIJ r.. TC •I I: 1,IC Light Stanaaro 1 uhdernrouna:. power , • 7 L y„„,,:•,,,,:,' ", _• ,' • . .''+.. :� • .• • is 7:T - .... 1 111 ? .( ~�' TIC) •( 1 \' .13L° . 1(1" OVERFLOW 23. BEND (MJIG(J)F l ow 1 1 n e QL NG. Q curb ---- gutter' !: -/LioI r / ^ �ti • C' 1 ,2 Water valves C y i ' (_ tJ OVEPFLOw • (_ } `,'-• . ,'.. STORM MANHOLE +_;0 . 5 _0 22. : 2 R I M 2 i OMP IE .19 ;y12. 24... DI IE le.e ` : ''E � '•rv' ( "�- ---- -• 1 ". • Cfif� IE 1:CI . t1 N • c. 4 N �. °'' oil 4li.0 ( ' F e1 'at - Ig vault' MANHOLE • ` RIM being rare 'Light . 18.. ADS IE 1r. . ' \ , 24° P \(r' IF. •V4. t1.41 e''TEE'(MJxF 18" . ' . ACTS 1l; .21'. r � t 6 • V A L S J) 12 ADE I E 20 . E LEGEND: PAVED AREA ' CONCRETE BUILDING RETAINING WALL ROCKERY SAWCUT UNE DITCH/SWALE CONTOUR' SPOT GRADE RIDGE LINE TOP/BTM. OF BANK STORM DRAIN PIPING SAN. SEWER PIPING WATERMAIN WATER VALVE WATER METER HYDRANT SOMH CB SSMH CLEAN OUT R.LC.O. FDCO S.S.c.O. . IE DS R.L CTR /CTR or .0 /6 0 VI L".'Ef111f?t.t�(:, � V ,:) LI , . X. ,r PL/1-ter nand nd • , h(U1 PIDEDSER =DM IlOWNIONITM2• D H ■ � 7 0t, 4' • • • RAIN LEADER CLEAN OUT FOOTING DRAIN CLEANOUT SANITARY SEWER CLEANOUT . INVERT ELEV. ROOF DOWNSPOUT RAIN LEADER PIPE CENTER TO CENTER -TOP /TOE- - VI • • I' 1 19r. 1'Invl_C RIM 24..32 (BURIEC' 18I' A0 IE 20. 12 rdr+ 16".. AD- IE 20 12 NE 18 AC''., •_ E _ SE. c•... 7 •StSfld "I'19 . _ 18" _ AP..) IE / ^ ` •, e. .. PVC ?F 20. I.9I . •.0 :%" !:3 sue' u�••.t ` >�' r� stancarc 1 1cw• 1 ir!t. 01 S ' ver•tic i 'curb =:`- no gutter: • \ - -.. "Ic '/5u 1..ran .fur•rner eec '.. prier iY,B r' 1 I t CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Mw by KLT NOG 1 " =20' a-.r nr JAY NU 7/16/03 I» 2003063 I I i 1 I I I I l I .'l l i' I FI I 1 I II 111: ` I I �I1I I `11-1 l I 1 111 1 I 111'1 i i� ' I I I I 1 I I I � I 1I II .. I 1 111 � ��I, 111I 3 I I I �: I I .., 5I: I I PI I6I Inch I. 1/16 91' . ... b1••. .. : ,`t ''g �� } � 0 ( as�:x r 8;. ' L ,•. �h r9 :C,� 5 .�:. 1� y E� /. �: 037 II i Ft iii Ji11tllli. Ililiiiiiillliilil .i.i.iiiilIiiiI.IIUlIIIIIIIIl ll llllll ,Illli�i.illllliililil,Ilili hill iiiIII11�JIJIIIII��IIIII1111l1111L L m MN o' A i i ! •, 1r to ©� 1 .. D:41400i ... PwroPilloerl O 0 0. •er O • m MN o' ' a! i ! a [ITS I O U Ir) (0 O.. I) O O Q J U U 0 BMOCs D00/i•000L YAM LOWLY 111e dvL't DATE: 11/21/12 I l:s-It • =au= rack gescovnom stm Kul mo MOW mum coma MMUS t • 10 NOY 11111 a a /110x7 • 'L 01,1A�ua1M1 • OM .w es. IL 1+c ,� N r OM r °� WO. �tt N� U IIM 110 ,�*I WID III am Oe iw tr r. p NM OM ION N01 WO/L. • 111. x O . . • 0L 1m71p1y�� goo 1191. . 1a 1 eta Y ram 111 1 G/01. 1r Mt am A ' m an s t,M OM 01111 111112 ION M. OM WON 1D IT • i Or i ar , � I 1 Q K ILT 1 tit. '. a "N Mi1t104MM 00• � I 1 � Ii M111N iW41 p 1= D M .. L Mi. r 111 11811 01 li 70 110011 r• ° ""' ar. 1OINMION 0/ ILL LOOM Mt 10 II C M= . 7 1311147 11 MONO NP /Mb Nor M IMO MOA Haim mom la 111 COUR LINN N71Z/ ° IN 10001111100 INN AL Aka •Lo•tMri'm 1L 11. MAX MI. M! MOM ON /AC. CI= OM Na0O1T a N 1017011 OF FAG MIL 11. NO 00.O11eR 0101 lldl 7D 1llt MINN IOW ON (III OI' O MR a7 1a r !Ire a ]1 1/ /►00 le MQ 1141 70 0071 M OM rage 10 T[ 14 UPON 111010.1 [ 17m w 1y1O111 1 O/i IR MI= MOOD Ma Mm 1T. 10101100 MIL 1 �� N1M 7011 P i. t I. A m ,) . 70101701101016 NO 1L p � M OAU T M 1.0 M nn MOM CAL WT1atLL IMMO k Mr xa DATE: 11/22/U I ws -nlarc t. UST r MIME 11.0410 ar L Nr rlr Is GONNA to NW FA 0.1. a »r rlr�r}.r •000 ' .I+rR w. Ry /• �.. . y r 20100 4 r *many - . Lg., • r r r r rlr r r.r� . • r r r rare L 0.00 Iar. wallas' In se r O NNW ""L r. ysa"O1 rrrr=1 /1L aL.. ar 1..r rr rll ra r.Ta obeli a1rear. OW/ 110 ONNN aNa Os 000 r w MINION L eo O M.Iw r 0•01•000 . L 1...11 r 001.0 lam ••••111110 wa. / 1.1 tt try• 11 tp•1a•111/ 1m11 1«M 10. OM M • M+ n +� 112 �rA • i . 1.1,.....100 r• tMA . Y • L • qO ��aa s MAZ • • a PIP a r UM* Won CONCURS BL City of Tukwila . .. DATE: 11/22/10 11s -2 30% Coverage with Dakaga Composite or Aggregate Drain System 8' MIn. Low Pemaabls Soil - 1= 11 - 11-11-11 II - u- n- II- II- II- II-II- II- II- �i 11 =11 � -•�_ .,, - II-11 �. " -1 I�. 11 '• Ki 11M = 11 =11- -11 =11 - =11 - II- = - - - GUARDRAIL Typical Reinforced Cut" Wall Section Campo Unit • Near Vertical Setback Unit Drkiage RP (314' Crushed Rock or Same) Unreinforced Concrete Of Quilted Stone LeveWlg Ped . • miter City of Tukwila DATE: 11/22/11 WI DATE: 11/1:6/96 Approximate Limits • of Excassdon 4 Perforated PVC Drainage Ms (K Required) . . MILL ELEVATION END VIEW City of Tukwila • GENERAL NOTES: NMI KIM 7 1C YOM ma sr II M Orr , as AOdsa /AT NUM 107111 111111111 =Mri .11s1s M MMVNOR • O 1M L!' UMW/0 R M ON WWII RCM ON 7 t sass A OYIPOLL roma N 1v[n� t o veil 1M(Mq I LID atm 1► . Nou use OO6 veil R2M VIM NAM! r MMMr RR Nourns Q 7NM1 NU 0/ UO/ UNNIAL • 1 -1/1 Y s 1RTQ aIIT1218 Vs -is City of Tukwila CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 tw , Is••a Si KLT 1 =20 a I 4 J H W a Z W U 5 arar by JJW MU 7/16/03 2003063 IMO 6 r 6 ■ 1-.J: iII1n7-1t • Inch 1(16 . 1 •• . 911. � n�Iluil�lllllitii�n� .11ll��iiL�L�.�Li��ulllil� N.W. 1/4 SEC 24, TWP. 23 N. RGE. 4 E. W.M. ii�u)itulii�illluli "i�Ia�►ti +III. IlII1T tiI 1 .1. 6 , Z I w� �r. IIII{IIII IILI{ 11. IIIIIII,{I ii IIIIII {II.IJtltTli�illlll'iii llllllllll_. • 7300 FUN CENTER WAY FAMILY FUN WASHINGTON Centre n� � a .. A . A (961) 051 -t1Gt Surveying ion SW -NE 24, 123N., R4E., N M. man Family Fun Centers 2910 Southwest Town Center Loop vest e. OR. 97070 oR J KiuOrtter aa..r N Larson KING COUNTY WASHINGTON Is wan 0. 40' 9 SHEET 1 OF 1 Nan Ma 2p Title' Report' Special.'..Exceptions: . 1) . Item.coverin0 •ddeptiona'for taxes and'f%ICal ra$OoM1blllty. Mn- server relata0 item.'., . , . Apallcatton for title insurance. Verification of the legal' " .description. X00 -survey related Stem, . 3-51. . StNM prvlY Mlatad !tees. ° °VII tTy st °a°tfNM• an f tetae end fiSOmi respond *b111ty. . Nan - 71. .' Covenants: Condition ReetrtCtiana. Elaemente.Dedlcationr Notes and Recitals sndwa on bundry noem LtM uatemit P. L91 recorded under Recording fr.96o mown ons r... a) M easement t0' Sound Energy for tan' CanatructUOn' and' • . metntNNnte of.elIOt,tC trm$mtaalm'an ° //or distribution' .system filed under Recording Re.01109270S76. Information contained In thls.doCOMnt is insufficient to atereine Its e xact.lacation and. tnerefOro his not bun platted. , . • An easement to Electric L1ghtIIS S, Inc: fan tan Construction and maintenance Of tIISCOmmunication facilities flled.under ' Recording I. 961E090843.Infrmetlon ContEEMd in this document • Is insufficient to determinfl its swat location and has not. been plotted. 101 YYS Y. and Maintaining public r ctra y l2. lying overr' °tMRRertnsr'l Developing y I nfor m m st ion site, fend i n this d 10' in u su ff i cient • to. , detsrmins its exact lacatton'end therefore his nit been.plattu. . .11 - 121 ' The property. le sue edt to tan edaementa to Puget Sound Powar E • • Light CoMant` (now tRQ et,Somd Energy) fr electric trensntutnn an or misty button l ne der l iana re rdw mar Mcorain9.' s. .292a617 inn 39°43!6. Maw upon tan legal Oaserlptlona of CM route centerline of the easement/. they eay effect Southerly . ' portion of herein surveyed. They ware recorded in .1936 and 104i. respectively. It le unClur if these easements rs -Mw relevant. .. ' . 1 . M @segment ta' T e Pacific Tela naN end Tdle/rron s CoMeny tan r lines of telephone and teleaon. together•wlth the right to .cut an roue tit, recorded under Recording Re. 4743157. InformetlOn . contn ra lne0 in this document 1{ lnsuffi lent"to determine its evict location and tnerafora has not taen'olotted.'.... '. - . .' id -1E0: 'Tna'or oOerty 1s aublech to tea'rdlnpllehment of.atdeeg snd'of l IIRef0C0f0M06GNo.. 544Y06i granted _to E3.. ed a sa uom Court Ca . . . • 1T - 191 . it The C C ila ny an ( n o w r' uge t r o un d a Energa. fu o on. or more e ` pe M. 57 and•Seeteeber 10. 1060. under Mcrdlnyy Ms. • ep64gs! and•65O4969 Crevices by Recording Nrebr. 20020117000550: property . it sublime to • easements and ran and COnditoano 21) tt f t bfu t n a t Ira ma Mereo r to f or one or Puget Sound Power 0 nt trI CeNanY now Pupas"' araM Sound 4taR �K taM. 'EOroy1 f more electric. am so OSon end/Or ' distribution lines as orasently staked ` r as MY se xtended of. \ relocated recorded unuer0no me. °3°301477. .i nfrmetion \ . contained 1n•thte document nt I. le 0nOuffPCSant to detrmiM as peat! location she LaerafOM:neg nOLD {m plotted. .`\ 211 . ' Restrictions, Conditions and Covenants and'the Tsrme and conditions tnersof imposed by' lnstruaent recorded under Recording No.. . ' 6006190762., NGn -srvey routed tier. • 221 An Agreement end • Caditione filed under King County Sularlor ' _ Cause No..725392. 1Nn- srv.y.ralote0. - . ' .23 Y aution to the change in location Of AN as an .t o high - water 1105 of tan. green' 0010 an t41 River. as It was moped X SergMUOen ' . Consulting Engineers. •hc.. on August IL. 10g7.',.. . . ' . 241 .. •ANT'OWattm'thst soy erase due t0'tha shifting m0 changing to the' • Course of tan rem pnitel' Rlvsr.. :. . . • ' 27l ANY R1GHT•OF THE STATE CO WASHINGTON In and to tnat'portloe of seid' .premises lying In .ins former bed or. the Organ hinituI River. 26) • • Cevonents,- conditt0M. rsatr lotiane, .a001Mnte. dedications. notes • and recitals. If my contained In @nunnery Line Adluateent meCOrded . • under Recording .N4.'910601507. • • • 271. • M ueseme0t end terms and.cond *tiOns thereof granted to KSM County- • , for a river bank prntecttm 'assent as recorded under Recording No.. 5353669. Information contained an•thls document is •Insufficient• to . . detsreine' its exact location end Ms not been plotted. r .. _ - 251 The property is sub act to an easements end terms and °ondit0aa thereof ranted to et sound Power b L1p1t Company now Puget Sound' . Energy under Recording N°: 9012211356. TOot for underground ' • . facili an ies are mown Hereon. That °rtlon far overhead fuilttse ' - • con not be sh000 00 to no ovarMed f9CllUt1es are resent tan time . of this survey. .. . • 29) . : Tare and provisions Of tuft clam deed to Puget Sound Power and Light Company I now Puget Sound Energy) recorded under Recording No. 6254739. Information Contain° -in thte 1s inaUfflcient to . .. determine its exact location and Me not peen plotted. 301 0, the l ana r on the the Or riparian. - .: owners to use env waters WhItO My Cover the lend or any pert threat 311 Tare. covenants. COnatluns ana /r obligations of covenant. ' Conditions. restrictions and recaurocll.sas.Mnt and•grVmino a0000gent, together with Mtntenene provisions. recorded under • ReCordlno M. 20020417000774. Infration contained in tats s. document.11 insufficient to determine its inset location and - • • tnorafOra nas not been plotted. Dq 1 . 4 0i I PA RCE L : 1, .. FAMILY . FUN CENTER,.` ALTA' :.SURVEY. A' portion of the SW 1/4 of the-: NW • 1/4 of • Section 24, :Township ',RS: N.; Range 4 E.,' W M. • City: of. Tukwila,.: ' King. County, Washington • Scale: a a gm .m w '.' / \ / • •e / / AP LOT :'' • • onalatae Fwltta. iP wt \ • ® pane eg p t files under Red.. me. 9012200376 • \ ` ■ Power,tranu oolin 7 lima easement filed . 5 67 0 00092 me: e.: : . 0 R33•U'°0•E 'Legend: • • Non••••t fawn: Yalta! u August 21. Pegg ' '.' :, ■ , • Sanitary sewer nhote . 0':• UUnttary sewer clean out ' ..•. ' II • Cateh baeln • , e.. • Stara menoole • W •' • Water meter V • Hydrant P. • Water' valve ,. .. • 5 • elan • • • Pere pole .. II • Signal Mw .. • X •• Light atandrd .. ILA; • 6O deny Line Ad1Ustment .9S -00211 '. O • Title Report Item weber ¢la .... ....-,-- , 7 , t ,.,• • / . d y 4 te4.1) \ �. -4 40. ._ gat to 0 • �zoo 3 • �3d0 0e•f °40T et; :t, ' g�.a° • oo•6 Amer N0. see, me / ' . >S •\ ��� . t0020117eo0551 l• " •!.T / i ?' 19kg'� /I lr adnd I r dv PYtKdlt[ �� rt tr • 7,b� �••• . nr, vrH ; • , /A'r' '� w � r �` a ,' } R ime t _ 0/ ' S R dAtatl' 38.13 �,1 . ► a I 7 . • yv MWMMOI. L1 9 . to o a E Ai' Benchmark:. RN 331- Chlolsd aqure in the while point of . tan northeast W1n0walt Of the Interurban Bridge over t Green. River. EatablloMO I by CH Hill, Inc. Vertical Datum: . Basis of Bearing:• : 6ouMar99 Llne AdluatMnt LO6 -0026 as recorded • ungr Kon County Recordin Re. 9°06300017. Area: 5111 010 50 F . 2.'Sk42 tor tan 0 re }tw at wia°T[ t . ; fg 3. rVC LL • Pre 1r.0 $ MO. 0 urr i saw' ' l, •\4 M1Mw1 :i�iierl r \ • U. 12 - t3 - 2°03 rca All M RIM dean ,IMt1tN tW Tel • Pj iirIII 2 ii1I111��� RI 111.11i1111TII 1- 11.1111111i 1V.111111111111161 Inch • ' ,n8 • 1 v - +p .C7r;.7�: 7 . -T I f vL7 . 9L £t' 6 L6 D�, rn , s.. e. ,L,, 9 . . ana 5 . Y; 1 t BT „•�'. Z L W0 • ii �l t Z ll �I 1�11i1�11 I nnIlnil • Oats: $•2y.a1. U Strap aAAn 11"1- -11"1- . ma Ito M.37 . . ate o Survey: S -t -2003 Surveyor's Notes: • 11 O e manna stion fa ta is its s closure een a °complished 1 t° Neteral 1 .CtLa I S 1 a en 0 33c -130r o the traverses meet the standards 0f et°t Y w ' 0/ mtlt1i v F MnIng 3) ' 3003. ot lt sd 3°°3. 10. Mtat Oft s 3. 21 0 s lt ae°y dry II Full reliance f o r Wa legal 'descriptions end recorded Ol d M l *TItl i L td 9 10. 9 1 tS l Mt No. report • , 0S26/• . gat Ari l0. 30 IN adet eeasrcn has bNn .atteaptw. 51 '951101 mime M tstO short he are measured perpendicular to property 11051. Description: , THAT PORTION OF M N TTEE SECTION IM TOWNSHIP 23 110A3µ MA6NINGTON IEING MORE PATICI LAILT OESCRISdO A Mat NO. COWMEN AT TH1E I CT ON OF THE 2nd -LINE OF PREWAR', STATE HIgHwAY SY� TH E STATE 1 W T I OEE06 RECO RDE0� TO NOER 51110 COUNTY RECOROINd 1000: 74990 9507391. 5510773. 3703770. f 0. 607960.�STAP 1 20. 0. WITH a- LIZ. l!! R (AI 1024191.X. a9pala ° SIONN ow THAT CERTAIN 140 ON PASTNEENTT F TRANSPORTATION L RIVER I A E : sAmova E OF JANUARY' 30. 1002. W IT H ° LAS WTE OF OF L NBa DATE OF THENCE Pam 42 de• EAT MANS THE CENTERLINE OF SAID MINE. 60.05 FEET TO STA SD 70.57 OF SAID A - L IME: • THENCE NORTH 47 WEST 00 00 FEET TO A POINT OM THE NORTHERLY RIGHT °F WAY SAID PR MARY STATE HIGHWAY N. 1. SAID POINT WINO TIE SEGINtING OF A CURVE ommteve TO THE SWIN WITH A RADIUS OF 163.00 FEET Alp M OEINg THE TRUE POINT OF 0E I50100: THENCE MOIITkERLT WTERy. AND mummy AL°IIS SAIO RIGHT OF NAY ON THE ARC te 0 CURVE TNNd10H A MICRO. ABLE OF 04 A OIOTAICE OF 14.37 FEET: TIER[ 1(551140 SAID RIGHT OF NAY. AID FEARING NORTH 21 T 6H1 N MESS. 0. GO F THENCE NORTH 22•311 11 X5(01. 1°6.1° FEEr: THENCE IORO NMY NAM LINE Of T 229.49 0REtN_A` RIV °A ER. AS IT WAS • MAPPED EY SA11011A15EN CONGU.TI5 E5TA T. . INC. ON AUGUST 11. 1997: THENCE ALONG THE ORDINARY HIGH WATER LINE OF SAID RIVER TIE FOLLOWING COURSES MO DISTANCES: SOUTH 70•00'00• WEST. 30.06 FEET: TIEPEE SOUTH 73'00'00• NEST.. 50.00 FEEL THENCE SOUTH 07.00'00• WEST. 100.00 FEET: THENCE SOUTH 77 WEST. 30.00 FEET: : TIIEIICE TTIHE�S� SOUTH 03'70'00' WEST-35.00 .00 FEET: SOUTH 54030 MST. 100.00 FEET: . THENCE SOUTH 71'00 NUT. 70.00 FEET: swim 37 VEST. 40.00.112T: SOUTH 5 00 REST. 7600.00 FEET: TO THE NORTHEASTERLY RIGHT OF MAY. SAID 2N - LINE: THENCE Y ALONG SAID RIGHT OF WAY LING TO ITS INTERSECTION WITH T1�THER.Y RIGHT OF WAY OF SAI° A - LINE: THENCE maim 42 EAT ALONG SAID fORTHEMY RIGHT OF WAY. a..a FEET To THE POINT OF O(OI1NI5. ,. DIEING kme1 I Aidluuta° Prcal 1 of @nundr Un. Mnt M. LOS -OG20. rtCOr@sd wH Recordin M. 50°03090 Adluit . SITUATE In the of King, State of Washington. Surveyor's Certificate: COtOm TO F@stl Fun Centers and Old Republic Title Insurance This is to Certify that this N0 or Plat and. the survey on which it is bleed Mrs me0a In eccrdence with Minimum Standard. 04011 Requirements for tan A.L.T.A. /A.C.9.M. Land Title Survey.' lointly est@s1AanoO and uwt50 by A.L.T.A. and A.C.S.N. In 1009. and includes 'twee 4. 5. 0. 9. 10 and 11 of Table A thereat. . and pursuant t0. the Accuracy Standards Of an Urban Survey. tration 3]6 Date of last Revision: 6 -27 -2003 Rev 2: Addeo rdldery High Water line G offsets N. 6 -27 -03 Rev 1: Added power line locates from 3 -21 -01 M. 7 - 17 - 03 E . / / Vegetation Une. / . / / / / / / / / ■ / Une � . / . - 40' Vegetation Line offset : E 100' Vegetation Une offset New Building 9,700.S.F. / / / i 2(' Light Pole Property Une j. / / SITE PLAN SCALE: ?-20' 21' Ught Pole Buffer P • • erty Line roperty Une Asphalt iiiTiii --T1- 11Trillllr111j1 I11111II1ai11111 1111.111 1TlTlll lll h,�ll - 11 - 11111 II1111IIII1111 Inch 1/ 16 1 1 =: 3 4I 5I 6 911. P 1. E ZIZ1 1.1. OI_ I g g "'.. /L ,., 9 ,., . IS' Iq �6 :'. ,Z t w0� II iin.liiu 1.1 1111111 llliI.11.I.1p11I.1i.ii 111,Li.1i1.1ullilil..iiilliiii Ilil�llll [ III1Iull I l.uil.uil 1111111 1 1111Iii�l � lli1ll�� .. I lllliilu I lillllili PARKING DATA ,rAtamon +n• nRMlt 0010M7r(IM. sew AvococM• IOTMIS TOTAL ROLLS. IIRML$ 13.00 2L10 FIRE TRUCK feet i i Existing Light standard MU LVAN NY G2 1110113TH AVE HE 101RE 000 OEL EVIR WA 1 01001 • • 142ed1113000 1 tn04113.3001 DESCRIPTION DATE 034200 P1! Pei wow amen OHANte JAG 74401 SITE PLAN A1.01 . 4 11 np.1111111111Maillallbt41111■WWILl■-■111011111-11111111E1111111111111111•11/111111111111 • . 1.111.1111110 11 111111111ILIER 11111111111101M111PARIMILMIVAMPAMILVAILPAIIIIIIVAIMMILIPMAIMIMININIUMIKI 11 1 kW v446111 / 41 - ANNIMI1111 rii .1 „----4 , 1 ,, ,,,,,, irairvani .■11. ni l 1\ AI W • - 11111511 . 1 1 CL NATU/UL NAFTA' (11311W10 • 0- ITT I I IA I I [ITT I 6 • : Inch • 1/16 5 5, • • • .••••• • • • 5 • • •5I:5,..„5,555-5--.1.'!'5T> • •• ,• • • gii.• 7 ' Olk 19' wo 111.1111[1111111411J1 11.1.11.11111.1111.1.1.1.111.11 I .. itidill1111111110 ill.11.0111111,1111 iiiillillf6 Ai AM. 00095 MOM .1 nt 1711/4•1 EMC ammo AT 111/R8 12/12/00 RECEIVED An= • "441 • _. • , . win up= 4- 61 - .,- 461#46,6•24.011FMWIL-:-..7111" 4LT! 'T • -• 144:1111Elk 1111111111111111MMINUMAMIIIIIIIIIMINMIllik.'"W%-■ Amur AtaarAmPEArmardwummaimmilit1: lINIMILMINIIIIIi1111111 711- ALUIT ELMVIlk■-14144baik. myr _ / / 1 I I • - , I ...... as) -"""5111111.11°W / _ MUM 11"1 I 1 1 1 I 1 1 1 1 1 1 I l j 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 li111 1 I 1 1 1T1 1 I fill 1 111 1 1 1 I 11 5 Inch 1/16 • F 4 • • • • • • k• • • • !-.%."•,,' • 91t Elt • , Z1L =•• .•01 II1II1111.101 I , I , I ,, , 11111Hi1 111.11111111ii.11.11.111111,1.11111111111iiiitirlifill111111111111111111711Li PRELIMINARY sath r•st V 3.1immumemmummummormammensylimAmmommummismic AMMINWOMMEMEMMEMMERMSMOnAllr IMMIMMENAMMENUMIL AMIGNIMMUMEMMEMMOMOMSNOW&OF IMMEMMOMMOMMIRM. AMESMIONMEMMEMEMMOMIONNW,G2Mr WOMMINAMMINEWMW. 41114MAMMOMMINEMMEMERNEKV2AW VIIMMMEMPEMENMS11. IMENNIMMIMMIUMEMMEMUMTIMP IMMIIMMEAMMEWVOMk INNEMEMPUMEMMINIL. Ai. AINIUMIMININIUMINAMIN2av VIIMIIIIIPMINNIMMIII11. 40111111111111111•1111111•11011■111111M6O' ` IIIIIIIMINIIIIIIIIMMIILIMINWAY 1111■1111C1111111111•111111MINL NIMII•IIIIIIIIIWININIP>l'ar 1111151111111PAIMINILIMMI. 4146111111111111111/411=11WW/r IIIMMINIPIMINIligni 41111•111111•11111MIr •111111■3 IIIMISMIPMEIRIMMINIS AI. 411•111111110Mill IIII./4/ 11111MINIMPWINi01124. 4111IL 411•E11111•1•111••1111 MMUS ISLINIIIIRAMIWIEML126/1111Mil, 1 1•21111111■11111111111111111. 4MarEMEMEMMULA4,11110114. New Building VSNOMMEMOMMEMMEMINIMML- 10211111MAIMMEMMEMEMEMEMIft 1110,21111W1MMEMMIIMPAMMEMNIK. IMOMMMUMMEMMEMMESMINMS‘ 9,700 S.F. Imomr Immummummummi v2MERWAMEMOMMOWIMMOMM .mor • • OMMEMMWRIMINUMML • VOMMEMMEMMEMEMMUMOML AMOS AM • 111MMEMENVMMIOMML • , 2AMMKAMMEMEMMINIMERWIM■ 461111,1111i•.. 1111211111MIEMMINIMMOMEMMIL / 411MKG■iKUMOMS,MEMSEMMEMMIMEMIG WIECISNMEMEMENWEEKAWIft .AMESIOCOMOMSUMMEMEMMEMENUMMENE11 vmummaimmummommeram. Ammr IMMMSEMMEMEMENEREMONS, edilIPP" IMMINWNEMMMINIMMEMIONMEMIIMMII N'AMMMAMENEMMMIMMENWOM. AMP" TRMAIMEMENNIIMEMMONIIMMEMMEMN IMMEMPOMUMMEMMEMOMMIM '2111111/MMIUMMEMEMINFMIllk 1:4 ■Allr 11111611111MEMMMERMRK9MOWNMMOMME I. IMMEMEMMEMOMSWAMMINIIMMEMM IpmwmPqnsummommusomMssm.— AciO■L ..4111111MINNIMIISIMMIIIMPUOJEllan 11I AMMEMOMMEMMOIMMUMMAMWEMANNEWM ' AIMMEMMOMMIUMMINIMMV 1111MMOMINEWANKTMAIOUUMIKAMELRMINL AMMEMOMMUM7NEWEEMN -- "IIMAW NIMMEMEMBWERMI %mar" AIMMEMEMEMMWOHMKAMSVEMOMMMEMMOMMEMMV . Vv IMMIIMMENIMMODUICIMMEOMMIMMEMMEMMMNIV Immemmummommumwrimmummumommr '411111MEMEMMINIMMUMISNMEMMEMOMMUMP' NORMEMEMMMOMMINIMMEMMEMMEW 'NEMEMENMEMEMOMMEMMMENy- ` ■11.11MMEMMINMEMMOr" . •MMEMOINENIIMP: 'mUMMIMMOIP' --- ,•••• a • Alik , 411111■. ' ''''. ' A11111■1111., .:i;i.t . Al .. , AMEMOMSNMkc -AMMERNMMUMMUMMIIMMEMEMOMMOMMIM - Ammassmommummimmomm.— V .■MMOMMMOMMMEMMEMNEMMINIMMEMM. , . alIMMEOME•EW 4111110MAMUMMORM. AMOMMNIUMMOMMEMIL .AWMEMMEMEMMEMMEMM16,- ;. -''' i : - • •411101111MIIM1111•111MNIMPIIIIIMIRIMMIIIIIM . .AIIMMIIIMEREMMEMMINIMUMEMPIMMOIMMEMMINW . , 40111MONISMEMMOMMEMMEMEJIM -'6111MMIOMMEM: , -' AMORMSMMINIMENMEMERMOMMMAS. NMEMEMMIL : AIIIMIIIIIMMIIIIIMPAIIINIIIIMIL • 4111111111•11111M■ AMOMMNIMMEMMEMMEMMOMMENV40111Mk.'A•ORM••••IM • Asphalt • Asphak '1//44 •01 . • . • . Inch • 6 • ,:1/113,'. • . .„ . „ • " 9 1. S*14; ' l• .111611 hi I i 11111101 I if:I 1.1.111.11111111,1.1110111i1111.1.i.1.10.11114 0111111i 1111111i - LANDSCAPE LEGEND . • • • 1 LANDSCAPE CALCULATIONS inEiMiganfiglina 01.11010211101.10601.1.4 10311f. 10161611601010/414 510121 • • 41001101001000010601 11114110/01401004 04N1f. • +0,NOILP. 11:101.1111MEA4 . 1110011.1. . " • • .6116111110110011010 . . , • 1001001111010141 61161112111111/110100 21111011111110100 INN MULVANNY,G2 1110 112111AVE NE 1 1011111110 NELLEVUE.WA 1 'KO 1425.022000 11426402002 . ' 114100111102M. 100002.00 DA11 :11 011•10011111111.MMIIMNEMB•••■ 10...I.M.1016.01,1111 001011PTION 104200 PR Paul M� hrilkolon • DRAM A° LANDSCAPE AREA CALCULATIONS A1.01b CONC. APRON @ PAVING SCALE: 1 -1/T - v 0 . RNOAIOPAEIMISOM OPwTORM1TI01M: EYIEOLOPAOCEEI EBCETJLIMAAI • f49.01114111 IT 00Ng1TI AnNE1wEW 0NEr6M•V.ITER. WAILS Se4oc . tr 00NC. Ew r NBrONDEBO' Pet mMM:r. • • POMOPNYEGONIME • • COME PIROIOTEOk 1@OVLEN0.011011. SCALE: 1 -117 .1•.O . EDGE OF SIDEWALK ADA ACCESS" RAMP PLAN SCALE: 3/8".1%0' . R @ INAISIPOR w[OOUM[. • • COMPACTED mom PEROIOIEOI NOOK TOP NO . PARKING SIGNAGE @ PARKING SCALE: 1" • f-• ATtf-0" 00. IEOEMNOOM iMTHOIIOHNO PULHLOPCOW 15+1 MET LTROA8.10wT HALDEPHCUT . CO MOLJOI T. COMM , wa SI M w fdA. 100PIATX0.C. .4145r' TOPOPWAIL 1xAPl. TRASH ENCLOSURE SECTION .. SCALE: . ye! 1-0' .. . 1168110®Q1liS1S ®SSISm1SLmOBilif®0101R 111EUSIBMINODIEMEINDMISIIIMMISMINIIII1192111111211 111131101111111121§1111016816111811iNIEMISIBINIM1111 INIMEIBMIi®iSt4 BSIEm ®1ST11iiiMEBiiiilS r oo so R ®'sue vo.p �... vB• �• ap... w. w, I.PALM IS PAW= 2 NL SIMMOAWNEZEDMOPANIEC I. ALL TJ WEEK EMPIRE/NO OOIEIONEIIOPC AMVIDIroRIMVEW. t PAL HIIOVMIE TO IE DEYOED EPECIREDNDEHOIEIDNN10PD RWMOi . FOREPAW, EYWTENALwMHEE IRE fnSJCLORAESIEEPCRPU1T1ER D A MENCLOSUEEfOOMT10R 1 TRASH ENCLOSURE ELEVATIONS SCALE: 1/4.10 DISABLED PARKING STALLS 8CALE 1/8••1'-0' IIDTE IESSEEOIIEIEIONOIBON ® • VERNL MEMO MTIEMAIMIM 1JYICNL.. . ADA.PARKING SIGNAGE ELEVATION. SIDEWALK CONTROL JOINT DETAILS • SCALE: 1/2' • 1'-0• • _ .r 1 1I- r1-r II I II11:1s i;IIIII ._ II111iiITI11►II I IIl111IL111111i II1IIIIIIII IIi : 1 Inch 1/16 1 i e n + + u,z7 ' 3 Y ,4 5 I 6 1 L 3! \ ',UI SCALE: NTS 56• ti . : . . Zl I L FrOt J z1 S z HI IIIILLII'Inuit"' thin In I. iiii tiii IIIII��IIIJUIIUI[ Jot I ll I 4'. • II!I!111 II IIIIIIiii.I IiiIIIIi LilifIfipIIIIIliiiiiIIIIlIIIil _ MULVANNY,G2 111011tH AVE. ME I SURE 800 OELLEVUE, WA 1 81001 II 1pEAGECO0 11421.4802002 I- Z. >- V w� Z = 1- " = m �- LL. j Z• LL. ti 7 Rural H. Hmmd DATE wiw+.•YrIrwINMINOMM wwr�wr0www�.+ OEEpYPTICPI 6}1280 Kt Pei lalcAul &eke DRAWIp JAO 1',71-07 SITE DETAILS Al .02 C. p p lillinw■I■osimmilinsoismo■•••••••••••••••••■••••••--________ SCALE: 1 1/7 • 1'4' SCALE: 11/7a 147 1 WEIL 11,0141101. • SCALE: 3/4•• 1%0* . warmalir ism rnamaLeaummr vwIIo SECTION SCALE: 3m" • • ' • • ...121 i Hturri 1:1 [I !fIltrili 1111:11.1.11.pl ! ['fin] . , . .• . • • • V L3 . U I „ • -*iv; cp . • • .• 11 . ,•1 ° PI 1 :19 .P1" 111.1111.1ii111111111i11,1,111j11.111.1.1.11h.1.1 1611 1 .1.1.1.1 1111,1111 1111 1.111.1.111 111 .1 1111 1111 01 6i:1.01 1.1jLIIIIIT101100.111111111111111.,:_ MULVANNY,G2 1110 11:TH AVE. NE I sum= BELLEVUE. WA i 1103. DATE A 110 142E4612000 I tam= LLI 1-1 LLI CI LLJ (..) S i LL. >- o±-1 LL. Rural H. Hamel lAuhway02.0a0 610•••••ftwoma • AINNImonellowelftfteswirmie amoftsilmalommtammeail DEECRIPTION 63.12M 1 Paul Wiwi Swim DRAM .1A0 T.44.03 SITE DETAILS A1.03 P p FLOOR PLAN SCALE: 1/8%1%0' 11 H I • • • 1: 31 • ' • ' '51' ' ' • 6 • :• . Inch ". 1/16 • . • , • 'r.i 4 •1r7" - n: , ; ! • • 4 ; r • - • ' - ,1101 111111'111.11I11.1,011.1111.0111111.1.11111.1.t.111111.1.1.1.11.1..1.1.01111.11111 ih I MULVANNY.G2 1110 112THAVE ME I SUITE1 (*) INELLESIE,VIA OKRA t4211A11320X1 I (42141112002 I Surs111.11susel 001.•11114.1.• OMMO• A DATE DESCISFIION 03.1200 Poul /Schaliardcm DRAM JAG T-244, FLOOR PLAN A2.01 < z z z 0 0 pip p limonlml••••••••■■•■•••••■■■••■•• - ■ -----.- NTU I 1 — • 11.01.101/rtri ROOF PLAN ., SCALE: 1/11'.1 • - . • Inch • • •:: 4 ; •—•_•• ••• • —+-• • .!0 • • • I , turn 0 .51 ! .11 III . 6. ••• • ••••••••' MULVANNYG2 ... 1110 112TH AVIL NE I SUITE= pILLEVUE, VIA I " • t€21.402030 I 1 IJJ w c LL --I LL flood H. Moat • A DM DESCRIPTON 031110 • • Pw Paui Weil *slim DRAM 44 T4443 ROOF PLAN A2.02 A I I I I 111 - 11 11111 111111111111111111_111111- 11 1111111111 II I 1-3 1111 !III y 1_ 1 1 1 1 T 1 1 1 1111 v 'I 1 111111-1111111-11j1•1111111 1111 11111 I 1111 1 1111111111 11 •1 111111111_1111111-1111-1.. 1.1. I 1111 111 1 1111 1111 '11111 11111 11111 11111 ' COMPILIATIO MVPS. MOM • " ' —11••••111= W.• • WEST ELEVATION SCALE: 1/4'0•0 I CCAIUGAITOME7ALPN113110 1 1 • SEVA11014 SHOWN FIKIMIJIGLE Irx12. FC4103101114 SOUTH ELEVATION SCALE: 1/0.1%0" i. 111111 r I 111 11111 I I I 1 ir 1 111111 1.11:11 1 1 11 - 1111 . 11q11 1 I • 11 ITITT1 V L.,11 U I ' ;` , S. , i • • k • ••,. ' Y,;.; .9 1 1 ; E L 9 9 I Z V II IIIII.III 11.1. .1.1.1.I 1111.111.1.1.1.1111111111 111,11111.111 I 1111.11111111.1.11001141 IIIIIIIII 01141110 1111111111111111 I 61 sumatort mew . 7 174•AP.P. F111_ 7.0.V. r4•Af.P. TOP Ank TAP 21%.?Aff V MULVANNY.G2 A • 1110 112TH AVE. NE I SINIE106 BB1EVUE. WA 1 1111004 103443.2000 I 423.4132372 3144sra/32.ccen DATE •11■1~1M11111.1a 1.1111/111401wilLIWOMIONNMIONION wini.111.01111M.WW..11 • 111.0•11.041M101.110.411.1. OESCRIPTON ammo Kt PM Mari &Mon INIArik 043 74443 ELEVATIONS A3.01 Asowauirearroawat 114,111R01101/WICE • isscretmonatowmociame SCALE: 1/0V-O. • NORTH ELEVATION • 111111 1111111111111111 II MI 111111111111.1111 11111111111 111111111111111 111111111 10 •1111111111111 MUM ELEVATIONSHOWN • F1101INAKE • SCALE: 1/4*•1'.0* • EAST ELEVATION IIIIP111"1-1-1-1-1-r17111111111111111,1111111111111111,111b1M1111111111111q11111111111111111111 , Inch 1/16 1 • • ' "-r 5 6 10111111111111114111 11.111111.11111111011 110111 9 1.1111 1 .10 9 11111 ' 111[ P 11 . 111i 1: .?ili tC 0 1 1 .1. 0 1Z11 ) 111 IIII I. IIIII "1131-1 - • • .." , Zil o , 9. irstrponesome ZAP,. T • 104.A.FP. • TOP mycsompa a ;am me M LVA N N Y 2 1110113TH AVE NI 1.111111 INILLNUE. WA I 21001 1425A111.2C0 f ANAWIZA2 Rural H. Hoard laMswry62.com DATE 111•~1MsMoma earOmm.10.0011mosmixml• 1.■•••114•■••11~.00•••■• immi•=1.1.111 065CAWTION 133.1210 Mk Paul Walled Swam DRAM JACI 744-01 ELEVATIONS A3.02 • • ' • „ " • . • • • ■••""siossi 111111111111111111 111110111111111 IIIIIIIII 1.11 u.ii 1 •••• imo MIME= 1111 : • • Inch • • 1/16 • 1 . • 1. t 1 1; .11 — II ; [1 1. II 1111 1 I I 1.1ii 1 11111111111 . • . CORNER ELEVATION S SCALE: 1/4"•1'.0' =MAO 00011 .: • 4111111.11.11111:1 111111.111 T111: k1. • •,;•;,*, . . . I lllllllllll • , • I. • .. . • • „. . 111 ' . ' 51 ' ' 6 . • Ig (III II ,./ A MULVANNY.G2 1110112THAVE ma I sunz ego 119.LEV1& WA I NOM 142518112003 I I 4211A113,02 • . I now it Ninny DAM 0342■30 Pik Paul NOW &ago CRAM JIG 74443 ELEVATIONS A3.03 >- 3 .. tra • w z • • 0 0 tv■ p l/11■•••••••=lImmIlmielommilmoolowsw••••••••••■■••■• ,----------- I I IblItgy r/A rA kwli grA kwl griP7A . , • , • • , • rririTriv-p-Fr. 1,1 1,1 II I I I,p) Ill I 1 ' 1 ' I Inch 1/16 4 5 61 . ;.F . k7.1 1 'rrrNT 114 $0.;' — '" :• • i/ LS 0 I A • • . • ;. 1 .0'160 iiiiiiiilliiiiiiiiihiliiiitiffilifo muLVr,r1NY.G2 1110 11ERIAVE. NE I SUITE= • . IIELLENAIE.WA I EEDX VIDIAP2003 I tweAssazia 1,1uksit•rtgarioul DATE 1111•••••••••■••••••••••••• 1••••••••••■•••11•111.011111. • .1 • A camera'. 034200 FAt Psi MAW earial DEAWPt JAG 74440 BUILDING SECTIONS A3.04 114•11ATT PIM NIMPORMIMIR LVARE NOW. SECTION AT CMU VENEER SECTION AT TILE STOREFRONT SECTION ENLARGED ELEVATION SCALE 1N1-0• SCALE 1/2^=1-0` • . • SCALE 1/2•0'4" • • rIT Irri FITI .1111:11 1111111111111111 ' " 3 ' 4 ' ' 51 6 ;LH; • . T . f 411.„.. 1 ,, 1 01.• 1 iz r iot " 1 i 111111 [111 1.11 111111111.(111111,1.11111..11:1.111111111111.11111111.111,1ffi 1111 ill" Jill Illiii1,1.10.(_111.1 (11.1 • • • . • ...• ' • • • •-• A- • • • MU LVA N N Y itioitirHAvE.ta I lIMTII 1425ASIZO3 I 1426A1137002 I Rural H. Waft WALL . CROSS SECTIONS A5.01 ' LLJ L z 1-4 .. • MON MOM IMINIIIIMINNIMI MOO • 811011111111111111M IIMMINIMINI1111 MIK P=1/111•M OM. 01111111MMIN OATS' ICON 1:04WID: Pht Pill Mabel Ilosice C . _ --.----.........r.......■■••■■1111•1■1•11■111•111■11•0111111a114 SECTION @ ANGLE WALL • W.!■• ENLARGED ELEVATION SCALE: 11%.0" 1110112N AVE. NI I OUITRIO0 INLIEVUE. WA I NEW . . • • r • • , . , . ..• ••• •, • ;......; . -. , . • ., , ,. • • ' ," • •, ' • '..'„ , . , ... , '.- I i_071 1111111011 [111111111111 .; . 1 _. ' • 1 . ' .11: ' • 1 -1. -. 2[:' , -„-- 1 ';' \ 1 ." ' - 31- ' i '' 41 ' • , '" 5 - 1 ' 61 ., ' .. Inch .. 1/16 , '.:' ' . - .. ' ./ 7 ' - ' .'` i , `..4.. ? ''4 ‘ .. , - . " • . . : ........ • , i; V L ' 3 1 ‘ I i ••• :•• • ' ':;•:' • 1: ,....'..1*' ; '•!; ; ••:•'''. '•••, . ••••: ''''. ''... '',.. '", .......'"",...,' ,... • . ' ' ' ,C .. ' .. ' ' "."'...,'• '' .. 'i, ":.; 1- ....' 4 ; . ',.....,4 .. -1"; .... !,....7.; , ' . wo I 91. 1. .. 4i: 1 1 ;£11: i ' ' 'Z1L i . 4 , .'91 - I i 19:.i. IL 1 . 19 i . . 19 i I . ' f ;• I CI'—. 1 Z I l r I f' 1111.11111111111.11111.1,1.0.1.1.111111.1.111.1111.101111.1[1i[M11111.1.1.1111111111111111111.1111111111111111111111 I 1111 1T 111.1111.J1.11 1t1t111111111 111 1111 1 _ • NI /loved H. Hiczal OAT! 0.12(0 Plk Pad Ildwiel *aria • DRAM MO 74103 • WALL CROSS SECTIONS A5.02' MIJLVANNY .G2 ••••■••1011011•10. -----s--a • MOINN•11..11•••■•••■•■•••• • pol•MII.M.gbiolOrm.111 oescutrnow PP" SECTION @ AGLED BUILD-OUT SCALE: WOW' ENLARGED ELEVATION SCALE .1/2%.143* • • • :::• 1 , 1.. •-•...••• I ' • fi;;AP• • " • • • 7. • 11.7.11:1;11.161-1:17111TH. [ 0 . Inch ,I.T111■11[5111111111111111H ' .61 v i • • • '1;1 19.• ,I5 1 /413 II 101111.1. Illifilidli11111011.1.1.1.114111111110 • .." ••••• ' : ' ; M U L V A N N Y 32 . . 1 1110112THAVG NE I 1111.17ILICO .• IGLIEVUE. WA 1 INOGI . 142146320W 1 142GAIDGCCI I Amnia Ifteml • Mdeorniebxen are 1110,■••••■■•11.• agenweranlIMIMIsdmmeswas 1.101.010M0.01..M.a.1 OGSCAIPTIN ' 03•1330 . p 11kAril Swat= • OAAVRt JAG 7440 • WALL CROSS SECTIONS A5.03 w Z R. ..4 1111111.140 WPM IP MOON% • IMAM TYPICAL CAP @ STUCCO SCALE: r.i.-o• • : . TYPICAL STUCCO DRIP @ ACCENT SCALE: 1 1/2N414r SCALE: INV-0` :•,1101.*: - *AM". RIM STOREFRONT SILL SCALE: irravo • ceemousapito - rumtrui MATIRPROONG • OCIONIUM xemirmum, TYPICAL CAP @ METAL PANEL wrritswo aroeisam setrockwint STOREFRONT HEAD TILE / ANGLE WALL TRANSITION MUIR • rAmo. SHKIN LOKI INIULA11011.11/43 MULATKIN . . FCIRCATION 17111161. DRAWN MTL PANEL I VENEER TRANSITION cALE: I 112m14 VENEER @ FOUNDATION , TYPICAL STUCCO REVEAL SCALE: ON.V-0' MINA. KUM IIWIRN40 LATH arcesaies MAIMS WIMUR LATH ernucco • If 1 il I 16-11 • ir■ S,: •:,';:;"' -- „;.;;;; . [,4 h • ‘'f .3 13 1 k <iL 15 15 illot gr 11 I I 11 1 11.11111111 Ill_ III ill 1111.1111 Ii111111.1111111.11111111.111,011 III I 1111111ili111111.111111111111 11111111.41JOIPIIIII WAR SWIM ?tarots/to MUIATIONIONID . rroutionom • MULVANNY.G2 1110 1121111 AVE NE ( SWUM • . • IleltIUE. WA t Mt 5426.442000 14213A03.20C2 I • WarerfOloom ce z • >- z 1"""I < Limi z • z u_ uJ Q < LL . , LL. I Huang H. finzat A OATS •110~Ifteloya AIMIENNIMIlmegliNO~smlo NINIMMiwilmorirmsomema , ommoommlft..••••■01.1••••• OVICIRPTION 03-1260 Pk Paul Mimi tkonlon DRAWk JAG • 744.411 EXTERIOR DETAILS A6.01 5 pp • • • - • — • . s r - f./ SCALE: r.4.47 -;\ STOREFRONT JAMB @ TILE STUCCO / TILE SECTION. SCALE: 0%1%0' j ; MILIVUO. WA I WW1' 1110112/11PAiliNt WI= t4211.41111.30:0 ((42114132NQ tabowitatosi . — • . • -- F7 ; • . , „ • . . . . . FI 1 • • Inch — 1/18 • L' 'L • '•:/- ' • : • • . 6 n „.i. CS , 11.,t) g • .• • • . . .„ „ . • • • • • • 11 • • : b t • iv • ..• •-j• 19 .- 1 I 't 1 . 1 1 'I .11.10.111 ail nil ill' hi! [iii HI' (Joao! pH MULVANNY,G2 %aid It Hews 41101.1111.1.111/RIMINIIIMI.1111115 MOM 001•VM1....■ NI.01111.1.111.010111.111111•11.1111.••• .6, OMR DEICIPTION 03-1280 Pht AU Maisel Sionlon ~Pk AO 74143 EXTERIOR DETAILS A6.02 k i: . : .. ....: . . pp • • • - • — • . s r - f./ SCALE: r.4.47 -;\ STOREFRONT JAMB @ TILE STUCCO / TILE SECTION. SCALE: 0%1%0' j ; MILIVUO. WA I WW1' 1110112/11PAiliNt WI= t4211.41111.30:0 ((42114132NQ tabowitatosi . — • . • -- F7 ; • . , „ • . . . . . FI 1 • • Inch — 1/18 • L' 'L • '•:/- ' • : • • . 6 n „.i. CS , 11.,t) g • .• • • . . .„ „ . • • • • • • 11 • • : b t • iv • ..• •-j• 19 .- 1 I 't 1 . 1 1 'I .11.10.111 ail nil ill' hi! [iii HI' (Joao! pH MULVANNY,G2 %aid It Hews 41101.1111.1.111/RIMINIIIMI.1111115 MOM 001•VM1....■ NI.01111.1.111.010111.111111•11.1111.••• .6, OMR DEICIPTION 03-1280 Pht AU Maisel Sionlon ~Pk AO 74143 EXTERIOR DETAILS A6.02 CORNER FLASHING @ STUCCO FRONT SIDE PLANT HANGER ELEVATIONS SCALE: ' 1r • 1-0• SCALE: 3'•1-0• . �xN SCALE:.r•, -O CALE: 6••1 . -01 . am(2 em pie EA wawa Tyr.) JAMB @ ANGLE WALL GLAZING ETORERCWAITAR/6I1 NDgnA! Nen WRAPS TMDOPENINGS TEATUWOWRIP GAM wren. SCALE: r■1 t • i � �� Lli(I'll "� "I I I�i l iI [ 'il :�III.II�II�I I 1 II1 I)j I ii III Inch .. 1/16 1I. I� .. I I : ; n��.• Mx,� 3 II _ 4I . 5I 6I TEAL. v L , , ��Vl } l y R 5L' frb " Eti Z� �� Fo. 6 B• :i �.:,- . .. h �. z w� II iiiill. lll1.Li1.6i11111uliiiIIIi1111.1 illiii1111[1iliLull!!. iiiliiii ! hilt ll IILIIIIIlIIIli .lil1JiliI Vii. i iiIi 10111I1IIIIIiiIIUIL_ TWIGY.IETIL PANEL SYSTBI DIp EDOE O 2 ANGLE WALL DRIP 1 SCALE: 0'•1 MULVANNY,G2 1110112TH AVE. NE I UNRRA OELLEYIJE. WA I EE001 I Rumba H. NMVMtl GTE MoMMAt 1611 /11rr■11.1.. rrrrrw.rr.wM•r+r ^r.Ir..Yrwrrr�aMwrw OESCRPT10H • 07.12!0 PIA: PRA Oct*&aim DRAWN: JAG 74403 EXTERIOR DETAILS A6.03 TYPE "A" AWNING SCALE: 112'.• ' : • ELEVATION TYPE "B" AWNING SCALE: 1/2".1.-0' SCALE: I -tiroqr AWNING "A" SECTION SCALE: 1 1/2 AWNING "B" SECTION , i • irifiri ., . , 1 Inch , 1/16 ' • vL31U1 . 1 , . . . . •••••: '•••;;.:tkel: 'Ii...* 9 ': , ,,,:a. 1 ,.... ''.7.:1 'L'' 1 1 .. ;- f -.- • ' .,,. . ". ),,..i-:•:•••,.;' • , .'; ,:,'''.`',(;' ."'„ ".. - ' .' • :,: •,‘ ,•..„, ;, 1 i r .•:; L ---,.- - --,-..:;.;i-si , ' , „•'.: 1 •:: ..:,. • ;.: • ,-.: • - , z .• • 1 111111 ?„-iihi-itiiiii„„iiiiii„r„„1,:iiiriffiliiidiiiiffi,oz„„1,,,,Iiimi,"„0,1_ , iACA ENO OR AMIN UNIXISICE M U LVANNY,G2 . 1110111Th AVE. NE I SURE MO BELLEVUE, WA I NCO. 14264532000 I f 425.4113.2032 twerm. must • AIIIIMINIMMOM11001.1110••■•11* 1.010•111.1,01.1., ..•111.01111 DATE oascnimai 034200 Pe Paul Moho* Salon Waft JAG 74443 AWNING DETAILS A6.04 l rl1i:I I Inch 1118 1 � TYP. ROOF DRAIN SECTIONS PON O wpm INILW1011 . aA1 MIND csacctAr DIVAN OWL SCALE: 1• • 1%0' i :.iOiP• I 71 gi �I1 , ��lU�P •••i �ii� CINISVioN DRAN 60UM.r mow (DWMNTov DRANATMDN UADOF NUM. HVAC SCREEN SCALE 31+1'0 ROOF LADDER DETAIL SCALE: .1 12•. \ I . I4i Iii I I, i:01 I I I+ I ITTI� I I1 I ii 1 I I -In - I l 1 f11 w) I I +I • i�7`� .�'7nlf i4rF'"'""?r• - .•. � -�. 6 rriljtract . rrKtroc NNrrD MATCH IOU. sitiotac L0?fiNl. ' RNLI SUPPORTS aC.(1YR) wv p@rM11 N Ns MMIr .. ROOF HATCH SECTION SCALE: NTS MULV.ANNY,G2 1aa.w 020 I f 4,21A13.2102 I . os17UD PRA wiles' Noon DMYRk JAG az • • • 4 W� fl i- niII _Ili�uilhinuluIini�ni�liiil�LD VIII if it 04 ia ti�.11 i��IIIIIII�I�EIIIIu�t_IIIl i������tlIIII�Inlll�ll�_ .. LLJ W V -I CO U- J _ LU ROOF DETAILS . A6.05 w z z Z U. a F- o. 1 IaTMRYEL ' MONI1LMM MIER • IRTALEna wain DOMRROMICIAE RPM • OccounECIPOUA IMIDElawS1 11ErMtDEETI Eur1LESSMANr NE pc" ..... ICA JAMB AT EXTERIOR OPENING SCALE: 1112%1.o . .. HEAD AT EXTERIOR OPENING SCALE: 11/2%1-0' 7EWM SCALE: '.11T•1-0' 1IPDE'01PM►MLN11A:: DOORMNEO MMU 0 d r*1LRU0s• win NLT{IP IMTM. EAAJ/ADEI NPD rIR7MLYIWPIP:. ooawtinouti MEM STOREFRONT: DOOR JAMB SCALE: ' 3.1'-0' • Eiairtu i arum STOREFRONT MULLION. : SCALE: 3%1%0' STOREFRONT DOOR HEAD SCALE: 3'•1-0• .. MJPMINIROTMEMIRDOOR CWOO DRM01D I EET IN ED a EEMJIND UM /MX IMMO= MERL • SCALE: 3%1W !• THRESHOLD AT .EXT• OPENING n STOREFRONT THRESHOLD NPOrmPMLiwPNN° • w .._'sr 111 PSI AWiMY11W.0N 1PlIW0I*.. . : memo ETaPTl1MA(,. • nomo A! Tr NV 0 NPDr01PMt11ItNlq •' • MUN EN14 PAL Ank 0 MI'aN.e1171t10011 OOaR_ArMMKW60Nllr rowlaaoa 7 Thv I .1 , T I I I I L 1 1131 111 `.I I I ITTI11 I I. l I l 1111[111 LL I bi 11 1 1 111 I Inch . 1 /ie • .. m �, } r sr 1 - 711i Lti . I I (i I I I lU 11 11.iI I I I I L!tl I LLI l.I I LLI I lilllu I I LI I1 I.I.WJJ II LI 1111.11111) 111 DOOR SCHEDULE O 0 0 0 0 O O 0 MATE • MEAD Mw ME M EPEM SEIM PAM MOM MUM NAM DOOR NOTES DOM "U A • E • a' ; .a a as • a' • NAIL NY NJL NIL AtIL AtlEt AWL MIL NAL MYL . RIMED MARL IMOD Plagl WIN NU NN PIi1N MEIN PRIM TIMM MEEML MNr. AWL' KIEL MIL MIL MIL MIL OWL awe AMMO Eane MINK AMC lark MINX �LMK Pans ' MM. MJl' • NIL AWL : AWI MAE AWL. MJL Nat MN BAITED MIMS MEM Alin MAN MIN PIaPN PEElEI MOM MEM Mw MOM 1MN NUM NAM PMM SPAN SPAN 7PAM TIEwNaD nom ENaEM1TOINIONIdIERIMPEC EIMMICE . • RCIMIIM•MIR . CONSIMMITORMINIT411.11MMODEIDONEMS DOOR COMMON. D1prIgNT•CUMAIQOM • IMUDDa • OOINM0.1.8101rIlONT4UVAM100MID• DN/a0001D COMMA SIOAIMMIR.COARAN001111.11111111100011 001EPRIKM1xrICIWN IAINC0fD•OIYa00CA OOIO1101N.nann n•amam00no•D0WOOa1 001EMIdA IMMIPM•OJNIM00m•ENEIE00a II IME aw a MPOr OMDECM DOOR TYPES era° • .. AT MID A e.. . INiEN10ROOOR: EXTERIORDOOR ' HOUOwAET& EIBIAA ED HOUOW METAL WI LOUVER • .. NOM KUL !RIMINI MOOD S I�I MAIM POOL CMNt �* IIIIIIIIII. UIIIIIIIIIJ. II� .I�)IIIIIIIIIII�I.IIIIIIillllll (it ,., liii,lllllllllll__: r� ULv /,NN'{ 2 1110117TH AVL ME I SMIEEOD EELLIWL WA I DLON tiTENDLE000 LfIMAO7.107 LLI (D I— z >- Z a W.CI V E mitt g Z = ,T, = m �- U__, • .zI J'� o H It . X LL W wr•r H. Namm0 DATE - O•.. Ir•I -- • DESCRIPTION 07.17!0 . • POR Pail MM. &Anion DRAIN* MO T•ELai DOOR AND WINDOW SCHEDULES A9.01 1 ., . . ■ ..-..- �\ , , -- \ 1 IaTMRYEL ' MONI1LMM MIER • IRTALEna wain DOMRROMICIAE RPM • OccounECIPOUA IMIDElawS1 11ErMtDEETI Eur1LESSMANr NE pc" ..... ICA JAMB AT EXTERIOR OPENING SCALE: 1112%1.o . .. HEAD AT EXTERIOR OPENING SCALE: 11/2%1-0' 7EWM SCALE: '.11T•1-0' 1IPDE'01PM►MLN11A:: DOORMNEO MMU 0 d r*1LRU0s• win NLT{IP IMTM. EAAJ/ADEI NPD rIR7MLYIWPIP:. ooawtinouti MEM STOREFRONT: DOOR JAMB SCALE: ' 3.1'-0' • Eiairtu i arum STOREFRONT MULLION. : SCALE: 3%1%0' STOREFRONT DOOR HEAD SCALE: 3'•1-0• .. MJPMINIROTMEMIRDOOR CWOO DRM01D I EET IN ED a EEMJIND UM /MX IMMO= MERL • SCALE: 3%1W !• THRESHOLD AT .EXT• OPENING n STOREFRONT THRESHOLD NPOrmPMLiwPNN° • w .._'sr 111 PSI AWiMY11W.0N 1PlIW0I*.. . : memo ETaPTl1MA(,. • nomo A! Tr NV 0 NPDr01PMt11ItNlq •' • MUN EN14 PAL Ank 0 MI'aN.e1171t10011 OOaR_ArMMKW60Nllr rowlaaoa 7 Thv I .1 , T I I I I L 1 1131 111 `.I I I ITTI11 I I. l I l 1111[111 LL I bi 11 1 1 111 I Inch . 1 /ie • .. m �, } r sr 1 - 711i Lti . I I (i I I I lU 11 11.iI I I I I L!tl I LLI l.I I LLI I lilllu I I LI I1 I.I.WJJ II LI 1111.11111) 111 DOOR SCHEDULE O 0 0 0 0 O O 0 MATE • MEAD Mw ME M EPEM SEIM PAM MOM MUM NAM DOOR NOTES DOM "U A • E • a' ; .a a as • a' • NAIL NY NJL NIL AtIL AtlEt AWL MIL NAL MYL . RIMED MARL IMOD Plagl WIN NU NN PIi1N MEIN PRIM TIMM MEEML MNr. AWL' KIEL MIL MIL MIL MIL OWL awe AMMO Eane MINK AMC lark MINX �LMK Pans ' MM. MJl' • NIL AWL : AWI MAE AWL. MJL Nat MN BAITED MIMS MEM Alin MAN MIN PIaPN PEElEI MOM MEM Mw MOM 1MN NUM NAM PMM SPAN SPAN 7PAM TIEwNaD nom ENaEM1TOINIONIdIERIMPEC EIMMICE . • RCIMIIM•MIR . CONSIMMITORMINIT411.11MMODEIDONEMS DOOR COMMON. D1prIgNT•CUMAIQOM • IMUDDa • OOINM0.1.8101rIlONT4UVAM100MID• DN/a0001D COMMA SIOAIMMIR.COARAN001111.11111111100011 001EPRIKM1xrICIWN IAINC0fD•OIYa00CA OOIO1101N.nann n•amam00no•D0WOOa1 001EMIdA IMMIPM•OJNIM00m•ENEIE00a II IME aw a MPOr OMDECM DOOR TYPES era° • .. AT MID A e.. . INiEN10ROOOR: EXTERIORDOOR ' HOUOwAET& EIBIAA ED HOUOW METAL WI LOUVER • .. NOM KUL !RIMINI MOOD S I�I MAIM POOL CMNt �* IIIIIIIIII. UIIIIIIIIIJ. II� .I�)IIIIIIIIIII�I.IIIIIIillllll (it ,., liii,lllllllllll__: r� ULv /,NN'{ 2 1110117TH AVL ME I SMIEEOD EELLIWL WA I DLON tiTENDLE000 LfIMAO7.107 LLI (D I— z >- Z a W.CI V E mitt g Z = ,T, = m �- U__, • .zI J'� o H It . X LL W wr•r H. Namm0 DATE - O•.. Ir•I -- • DESCRIPTION 07.17!0 . • POR Pail MM. &Anion DRAIN* MO T•ELai DOOR AND WINDOW SCHEDULES A9.01 1 ip p Piggl 55Prgwirp goPgRa R ri gi PilliPPPIPPrnlirrippiliiWiiiiiiiplii • 1 I if" vill I g i 1 r 1 . 4 1 • i I .g ii 1 1 1 111 i111011 19 qMirir 09.9riPilli I 1 I b }'•ti i i in- l _ R w rr .w PPP of p r. 11 1 t porirrpiiipriinimili1 i : PI I __ ABBREVIATIONS . .:(3) ( 1 PpR11/111110 i n iff - "TN i i' i ir �.. ..lipluili i®®®®e®®I (114 i if I . 1 i .3- 1 r x ® ®oisi® ' dill" i 0 4p h i 1 1 111 I t1 I ® ®®o® � D p i I id I -- . v li 1 . iii aI :; I 1 SYMBOLS . OWNER • • • ARCHITECT MANLY FUN OMEN ruWMNYCIN NIT .IX e 7200 Ron NWT Way 1110112Il*w NIMM • trtw,w. wwRAMMO. PIS (4'0)7700 w �7 M 1.i N 1 � Fte AGENCY STRUCTURAL ap Phials ILK Mew Asvashiss -71rY, W A MINI S. . WA M101 CONTACT: EabWaNdo lMNOONdr) CONTACT: JOE WW.. . • • F)C A 71A CIVIL SOILS I TESTING MM,Faod Nietess, .AwodMOl Ern aroM, Yn. • 20M Min m I D2 f11 A/w w 1M pit (l7274/M ' • MMn0. WAMM7 .. CONTACT: JoMWMd . CONTACT: . CONTRACTOR . :Fx (4Z�7272W .. 1 7 , MECHANICAL WoodMM, WAMOI2 UN7dtERlE1MRFEIMT • PN(427)7M47M . OE,IONMA.O • CONTACT: NOp1NAJ.ONNA • FIRE PROTECTION ELECTRICAL unoEJ11PERA7EAVANT WWI SE►EMTEPOSIT . OEEgWMKD , oEnoN�u2n I - PROJECT DIRECTORY HMI v, .b e. t ett I ge ga H itiiii iii! i ! ilk ssraa2 I. 1 c� i' 4 s iii i i j i m INDEX OF DRAWINGS . . .c o - n Z r - m 0 p C m VICINITY MAP pr 1 itJ l it it UPI Il <� i� � n a� 1 1. lil _Immo . ii/ ri I i el 1 1 1 11R11 n r » if P a y lY ff I ! ; p 1 y Iiii If iiii 1 1 lig- 0 1 i a i ll O gI 9 1 IN b ,, a 0 3 c : i p l g 3 ii IT 1 41 1d1 11 1 4 illi4 Pliiii 411 4 n 11 € 11 in R lip PI 0 I I izil y GENERAL NOTES C „,-: 1 _ ,, \/��] . , 1 • H I FAMILY FUN CENTER RETAIL BUILDING 7100 FUN CENTER WAY TUKWILA, WA A10111111/161111•011 : Plollultamellsailwant bliat110110141111 : . WIWI, 11•1•11 -- . 111141wilia Ilsels a WC*. . - '. /041alaled • • • • • • Inch 116 • • • , • II iiiihiii iiiiIii.ijiijIiiii 111111.141111111 - . 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SPIliu mmitl ii‘ sway .QPIN cok eilaid gpiertetops ."11.1.1 mirwrol Pla rgralm ucs ill,P4 1111"16* CwaiKINNH ' ill . did solsaH - K . a • ,..' '' i , ,,,,, kiwimicid4 wpwisp oisterginaka byte ars dtvailipm ' - - • ." . . . , .... . , •-• • •-,, . . • ...: :- t""v11.61 t: : '. hira: ' .. ' ' ' ' • . . ,_. '. I Ma wawa' sisturimatitioritaresop All aval •, ... • . . • ..ewilimapismorramosarriulhdlINRONIPPANNORMIlsumbre fuftess , Ulc.:11077r. -; . ' . ' ' • „ • . I L:lals tAdis ammo Ns uldsli "fiC 17ksmorA " :1■ 001141'11 : 001. . 11•801 iiikb■ . : .. ' ' . ' . . . : . . I.Fwai mom or se • . . -• .: tt Imilloslarrereslo.. . . . „ . berm Ka 1.11 1111111•10 61 01 . . 1.1.118111Nimbleau.11111/aa . • ' 4. " • • sallow: Mel 1111111 1 1. 11 .. $1 1 7 .. . 1 • 114 1 1 . • • andgbdoeharimlivellAramespisiasurdiagatsseNkiestritommia Isiresimpiloies '• • . ilubialaMpamillilwaslaual/samalturIalamplars. 1/4111011NnatalallOaNdolgatsmolfailmillwatlallalallulaolwalwalaallmIllaideqado111' aresestame/popolsplunlbrompawebtamalalitawalmaa • • ' imsoyarsosustateromissmc Mao ow alb WWI left wan omen ilseadve. , afrill/vollmsil/w•amluelms1Maludibislalevallislieloaa1a101411.016,11111100,811111aniaNt ft:DNI ; t P aZ , 11,11.1.1 * i." .1. 11610sralaprIllia.M.111a114 : , . .. •• • trilidloOtripiestamateregimiimseestrildiwobiaiimosiiiires. bedietsisrompirrile , : .. ' *rpm si maw Wasowitioreal imendbilotosult . - • . i amaidaa . . • . . .. ...• 1.Nolidaralavasseamoulladmalp.snollampaalawillspallalamlillash latalasaatIl • ' • ' ..'.• • .. ... dmip,mit um powirsimumpfroopriorailearalimisem • , • , • ' . • . . . .. . .. . . . . . ltsdolleflulllalla ailialvaktle1 . 3.1111amatiaidolip/ballsaall1.11401111. • • aillioNtausalimelalamMatIolipaidhasmislinimilslia1awaelopelawamapkwolfraaldlasolalsea • lat. lladolpitaltawalillmalollelP/Acollatoessaralewardsaa . . • , • • , • . ' a lavalmay111,1101011iry day misaii11‘ okoloiar/10111‘11aa.■1111•11ralliitmegpidamirasleiladd ' IllogsriamosialwalorsiblasysvhdoployalallaupasalpIlidlluir. • '..'" • r 1.11•101p11111milaanallbsnefaillsopmalalildanyasalaucamarblo. . • . Valleilieralaalladaaaspaliohllamalrlpolavaammaiaa Famoleallea Ikermlidas Warts • ... " rollatialarlartaalliealeabamponalsOloalammata ledValawnisamIlhowiplamor wawM411 • • 409111spaittra ialaYslisl • • . . 1111 A10.4111111m6101110111 EOM die anaps polomis . • 1. Iliarbealskeellisaa.11' • iale • • • tarpmemilimt...0 iNalealawals indrimmolapato av elliastirlos I dm* slaosm gam : 11aaramtalhotgattlasimiarL' • .• V11111olavalapollallarhoodoulotavalloaplaa . • • , • . • • . • . . . . NI ay* 11111111111iWNIO drip NON1111111filAt. tal11.01114111.16.11111110ftiftiWIli ' alva dm! OmmIllapaliamdeadlisrlaaollipCsaavailblemallopitahaald Wale onlikawasaltar 11.Cala • ' . . Clasamailitalimplapaalmaelmalimlanlopport/koakanIumbrdhantorloallastaleid(Omal. •• • • ■ • • • • • • , • , • • . ■ • • • • , • .. • • • •• • • • • M U LV A N N G2 1110112111AV', NE I suliszca • 1161.1211UN. WA 111004 • . • 1411A412001 I 421141120131 • • • Ifrawna•32.ean I Plural 11.11arast W•lt uJ 8 002~11beftwa . . allewarea-pollsa•••■-■• ftwawanwormwrimmeaft osormary■■•••■bmgmerrx A OATS ossawnca 0:11210 * • PrA Merl aculai DRAM JAG • 74143 GENERAL NOTES G1.00