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Home My WebLink AboutPermit PL15-0016 - JOSH PETERSON - FAMILY FUN CENTER ADDITION CHECKLISTSEPA CHECKLIST Parent Project: PL15-0016 APPROVED This File: E15-0004 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DETERMINATION OF NON -SIGNIFICANCE (DNS) File Numbers: E15-0004 Applied: April 23, 2015 Issue Date: June 4, 2015 Applicant: Josh Peterson, Magellan Architects Lead Agency: City of Tukwila Description of Proposal: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing Family Fun Center building. Address: Parcel Number: 7300 Fun Center Way, Tukwila, WA 98188 2423049063 This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Project materials including the application, any staff reports, and other studies related to the permits are available Monday through Friday 8:30 a.m. - 5:00 p.m. for inspection at Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188. The project planner is Valerie Lonneman, who may be contacted at (206) 433-7140 for further information. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by June 18, 2015. The lead agency will not act on this proposal for 14 days from the date below. .., — Uet . Jack P. •-, ' esponsible Official City of kwila 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 431-3670 Dat The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) Cc: Josh Peterson, Magellan Architects Scott Huish, Owner State Department of Ecology, SEPA Division King County Assessor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E15-0004 I. SUMMARY OF PROPOSED ACTION The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building located at 7300 Fun Center Way, Tukwila, WA. II. GENERAL INFORMATION Project Name: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Applicant: Scott Huish Location: 7300 Fun Center Way Zoning: C/LI Comprehensive Plan Designation: C/LI The following information was considered as part of review of this application. 1. ESA screening checklist and SEPA Checklist dated March 18 and 19, 2015, respectively. 2. Site Plan, First and Second Floor Demo Plans, Proposed Floor Plans, Elevations, and Existing Building Project Context Image prepared by Magellan Architects; Existing Conditions, Temporary Erosion/Sedimentation Control Plan, Preliminary Grading/Storm Drainage Plan, Construction Notes and Details, and Landscape Plan prepared by Barghausen Consulting Engineers, Inc. 3. Technical Information Report dated April 17, 2015, prepared by Barghausen Consulting Engineers. 4. Geotechnical Engineering Services dated April 21, 2015, prepared by GeoEngineers. 5. Technical Memo dated March 17, 2015, prepared by Magellan Architects, regarding estimated Transportation Impact Fees. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Valerie Lonneman, Assistant Planner, 6300 SouthcenterBoulevard, Tukwila, Washington, 98188, by phone at 206-433-7140. III. BACKGROUND/PROPOSAL The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition off the northeast corner of the existing 32,166 square feet amusement center, located at 7300 Fun Center Way, Tukwila, WA. The building will be used for year-round fun center attractions. The project will include minor grading, modifications to the storm drainage system to collect roof drain runoff from the new building, and new water and sewer connections. New landscaping will be installed to replace any disturbed during construction. IV. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-4—Concur with checklist. 5—The demolition and construction will follow issuance of SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 6-11—Concur with checklist. 12—The project site lies within the Urban Conservancy Shoreline Environment Designation area but is outside of the 100' buffer. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a —The northernmost areas of the parcel (undeveloped area adjacent to the Green River) have a slope between 15% and 40% and are underlain by permeable soils. b-c—Concur with checklist. d—The proposed project shall comply with the recommendations of the geotechnical engineer. The design of the foundations shall be reviewed as part of the building permit review process. e—Import fill will be provided from an existing borrow pit in the Duwamish-Green River valley area or the Covington area and shall not be contaminated. Reuse of on — site soils may be possible given dry weather conditions. The quantity of fill will be less than the 2,200 cy general excavation volume. f-h—Concur with checklist 2. Air: a-c—Concur with checklist. 3. Water: a(1)—In addition to abutting the Green River, an off -channel habitat area (classified as a Fish and Wildlife Riparian Area) is present on the northern (undeveloped) section of the parcel. a(2)—The above -referenced off -channel fish habitat area is also within 200 feet of the project area. a(3)-(4)—Concur with checklist. a(5)—A portion of the northernmost area of the parcel is within the FEMA 100 Year Floodplain. The proposed project area is not within the floodplain (see enclosed floodplain map). a(6)—Concur with checklist. b(1) and (2)—Concur with checklist. c(1)—The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated to drainage will be mitigated as part of the construction permit. c(2)— Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the construction permit. d—Concur with checklist. 4. Plants: a —Some non -required trees/shrubs and grass are present on the site and will be removed during site development. The project is subject to Design Review and must obtain a Shoreline Substantial Development permit. Compliance with City's landscape chapter and vegetation standards of the shoreline chapter will be required as part of the review. b-c—Concur with checklist. d—Due to the presence of the building site within the shoreline zone, native species must be planted to replace any previously required landscaping scheduled for removal (Ref. TMC 18.44.080). 5. Animals: a —Concur with checklist. b-- Yes — Chinook Salmon, Steelhead Trout, and Bull Trout/Dolly Varden are all listed as "threatened" under the Endangered Species Act and all three fish use the Green-Duwamish River system for rearing and migration. c-d—Concur with checklist. 6. Energy and Natural Resources: a-c—Concur with checklist. 7. Environmental Health: a —Concur with checklist. a(1)-(2)—Concur with checklist. b(1)—Concur with checklist. b(2)-(3)—The project shall be subject to the City's noise ordinance and any construction related noise shall be subject the city's noise ordinance. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts, associated with the project. 8. Land and Shoreline Use: a-c—Concur with checklist. d—Demolition of part of the existing building will take place to connect it to new addition. e-f—Concur with checklist. The Comprehensive Plan designation is Commercial/Light Industrial. g—Shoreline Environment Designation is "Urban Conservancy". h-1—Concur with checklist. 9. Housing: a-c—Concur with checklist. 10. Aesthetics: a —Maximum building height in C/LI is four stories or 45 feet. —the proposed structure meets this requirement. b—Concur with checklist. c—The project is subject to design review and is required to comply with the design review criteria. 11. Light and Glare: a-d—Concur with checklist. 12. Recreation: a-c—Concur with checklist. 13. Historic and Cultural Preservation: a —Concur with checklist. b—The SEPA report from 1997 (File E97-0024) when the site was initially graded for construction of the Fun Center describes the high probability of hunter -fisher - gatherer archaeological resources on the site and states that the Family Fun Center agreed to provide archaeological monitoring of the excavation if the construction activities penetrated fill to native soils. Based on the previous GT explorations, the excavation for the addition is expected to be entirely within the existing fill and not extend down into native soils (see discussion on Subsurface Conditions, page 5 of our April 21 GT report). Applicant's review of construction field reports for the original building found no mention of archeological features during mass excavation. c—Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a-e—Concur with checklist. f—Concur with checklist. g—Concur with checklist. 15. Public Services: a-b—Concur with checklist. The project is subject to city ordinances regarding parks and fire impact fees. 16. Utilities: a-b—Concur with checklist. IV. PUBLIC COMMENTS No written comments were received in regard to this project. VI. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340, a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E15-0004", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Valerie Lonneman, Assistant Planner Date: June 3, 2015 r� \\ LEGEND 'PECIAL FLOOD HAZARD AREAS INUNDATED CRY 100—YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Ban flood elevations date mined ZONE AN Hood depths of 1 to 3 feet looafy areas of prndagl: b e Bond elevation determined. ZONE AO Flood depths d 1 to 3 feet (usually sheet Row on sloping terrain); average depths determined. for arms al alkvGl Go flooding velocities oho detaamincd ZONE A99 To he protected Iran 100-tear flood by Federal flood protexinm system under nmgmctio; no base elevatlaw determined. ZONE V Coastal flood with velocity hazanl have action): no tax Rod elevations determined, ZONE VE Coastal flood with velocity hazard (wave ad9N; base flood eke/lions determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Amos of SOU -year flood; arms d 100year flood with average depots of lees than 1 foot or with drainage amas leis than 1 tame mile: and alas preeded a' levees from 100yea, flood. OTHER AREAS ZONE X Ala determined to be manila SOO.year Boadp9n. ZONE O Ala in which Rood hazards am undetermired. UNDEVELOPED COASTAL BARRIERS Identified Identified Odhenvise 1953 1990 Protected Area Coastal banter arms are normally located within or adjacent to Special Flood Heard Armes. 5/3 (EL 987) RM7X • M2 97°01'30". 32'22'30" Flood Boundary Fkodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones. and Boorman. Dividing Arms of Different Coaxal Box Flood Elevations Vftbn Specie! Flood Hazed Inner Base Flood Elevation line, Elevation in Feet See Map Nodes for Elevation Datum. Cross Section Line Base Flood Elevation In Feet Wham Uniform Within Zona See Map Index for Elevation Daum. Elevation Reference Mnde Rivet Mile Hod:meal Coardautes Based on North American Datum of 1927 (NAD 77) Projection. NOTES TNs map Is for use In admirdstades the National Flood Insurance Program: it does not necessarily identify all areas subject to flooding, particularly front local drainage sources ni small size. or all ptanimetrie Mamma outside Special Stood hazard Areas. Caatelbase (mod ekvaliao apple only landward of 0.0 NOVO. end include the effects of wave action: these elevations may also dills, significantly Imo those developed by the National Weather Service to henbane evamatlon planning. Arms of Special Flood ila and (100 year flood, Include Zones A. AE. Alt AO. ASS. V. end VE. Certain areas not in Special Flood Hazard Areas may be protected by flood coma among... Dmmdaries of the floodrray0 were computed at cross sections and interpolated between cross sermons. The floodways were based on hydraulic considerations with regard to rpuiremams of the Fedora Emegency Management Agency. Fkodwoy vdehe In 601110 areas may be too meow to show to smb. Fmndway widths are provided la the Hood balance Study Report. This map ley loom:mate epprodmene boundadha of Coastal eater Resource System Units and /or Otherwise Protected Areas established tack/ the Coastal Banter Improvement Act of 1990 Ill 11)1-5917 Corpoae. limits shwas pa moron as of the date of this map. The user sherd contact appapdate commrmiry officials to detoo,ene 11 corporate tuna hoe changed euirme9uem to the osuance of Not map. For community map ration Nate/ prior to naumywide mapping, see Section 5A of the Flood Instance Study Report. For adjoining map panels and be® map source see separately printed Map beet MAP REPOSITORY Refer to Repositor9 Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP! SEPTEMBER 29.1989 EFFECTIVE DATE(S)OF REVISION'S) TO THIS PANEL: Revised May 15.1999i to update map formal. To aamrvne If flood Insurance is matinee. contact an insurance seem a cattle National Flood Insurance Program ot15001538-0520. . APPROXIMATE SCALE IN FEET 500 0 SOO E F ZONE AE 122°15'00" 1EL 201 47026.07" OF LOCATION In southeast southerly walk e rl Dont Bridge 11 foot oast of w reath, 7 fool • light pale. l NILL, Inc. a I♦ point on 1the ■ al dg. NJI bridge . Tukwila. 1 HILL, Inc. of the northeast 405 Bridge ever in the oast taco .1. 30 feel west Black River. 5D centerline of iblishod by CHEM on the highest ,ck on northerly at the northwest ,en Belt Pork In south of the 'd Bridge over ibilshod by CHOM set In southwest ringwoll on 'the .idge over Green south along the sander Boulevard !Ivor. talhweelerly Inc. tad tree an loft tr 100 feel from .ner of forge 25leas east of to of pond, 3.200 loft bank from S 43rd Slroel. A , Inc. 1 I up south 1,rs1 power pole rlh Street; first of Springbroak test by City of t Oeparlment. lop of concrete of driveway to 16 on SW 43rd south of north rb and 29.5 foot face of house. :lty of Renlan Imam. lop southwesterly corner of woad rer Groton giver, centerltno bridge south of South 43rd Street, 600 11. Established Ike fire hydrant east of Bollablo building and 100 11, 110th Street. JOINS PANEL 0870 To determine if flood insurance is available, Contact an Insurance agent or Cal the National Flood Insurance Program et IB001638-6620. APPROXIMATE SCALE IN FEET 500 0 500 FLOODING EFFECTS FROM SPRINGBROOK CREEK ZONE AE (EL 23) 122°13'O7" NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 97h OF 1125 (SEE MAP INDEX FOR PANELS NOT PRINTED► CONTAINS: COMMUNITY NUMBER PANEL SUFFIX KENT. CUY OF 530090 0978 RENTON, CM OF 530008 0978 F TUKWILA. CITY OF 590091 0978 F MAP NUMBER 53033C0978 F MAP REVISED: MAY 16,1995 Federal Emergency Management Agent -7 eat/ of .J u;F'uu a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: , Notice of Application ` Notice of Decision Notice of Public Hearing Notice of Public Meeting x Determination of Non- Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _4th day of _June 2015 Project Name: Family Funcenter/Bullwinkle's Bowling alley expansion Project Number: PL15-0016 Associated File Number (s): E15-0004 Mailing requested by: Valerie Lonneman Mailer's signature: r 1/ W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIB `IION.DOC Teri Svedahl From: Valerie Lonneman Sent: Thursday, June 04, 2015 9:41 AM To: Teri Svedahl Subject: E15-0004 NOD Attachments: E15-0004 NOD.pdf Teri, Please email the attached SEPA NOD to the following agencies: State Department of Ecology, SEPA Division King County Assessor Thank you, Valerie Lonneman Assistant Planner, City of Tukwila 1630o Southcenter Blvd, Tukwila WA 98188 206.433.714o I Valerie.Lonneman@TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. 1 Teri Svedahl From: Teri Svedahl Sent: Thursday, June 04, 2015 2:26 PM To: sepa (sepaunit@ecy.wa.gov); ECY RE SEPA REGISTER (separegister@ecy.wa.gov) Subject: DNS Notice of Decision, Family Fun Center, Tukwila Attachments: E15-0004 NOD.pdf Attached is the DNS for a Tukwila project. Please contact the planner with any questions; Valerie.lonneman@TukwilaWA.gov Teri Svedahl /Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.Sveclahl@TukwilaWA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure 1 Teri Svedahl From: Teri Svedahl Sent: Thursday, June 04, 2015 2:25 PM To: 'Christie.Most@kingcounty.gov' Subject: DNS Notice of Decision, Family Fun Center, Tukwila Attachments: E15-0004 NOD.pdf Attached is the DNS for a Tukwila project. If you have any questions, please contact Valerie Lonneman at Valerie.Lonneman@TukwilaWA.gov Teri Svedahl 'Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri. SvedahlITukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure City c Tukwila / REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. Date: May 18. 2015 Permit Number: L15-0021 & L15-0020 Project Name: Family Fun Center—Bullwinkle's Route 66 Addition Project Address: 7300 Fun Center Way, Tukwila, WA 98188 Project Contact: Josh Peterson, Magellan Architects Contact Phone number: (425) 885-4303 City Planner: Valerie Lonneman, Assistant Planner PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval Response to letter requesting additional information (Please attach a copy of the letter) ❑ Final Short Plat Submittal Summary of revision/response submittal: Revised Survey to show the 100' and 200' shoreline zone lines from the OHWM Updated Landscape Plan to provide additional landscaping as replacement for the area being removed. . OF t7n'vh.A PERMIT CENTER Received at the City of Tukwila Permi e ter Entered in TRAKiT on 57-7, 62. G:\Projects-Current\14\14- 145 Family Fun Center Addition\Correspondence\ City \Revisio f-.. est 150513\1-15-0021 LI5-0020 Revision Submittal Form.doc Revised: March 2014 VICINITY MAP N.T.S. HORIZONTAL DATUM - NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD83(2011) BASED ON A LINE BETWEEN WSDOT MONUMENT ID N0. GP17405 AND WSDOT MONUMENT ID NO 5371 TAKEN AS SOUTH 34'49'31- EAST VERTICAL DATUM - NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88 WSOOT MONUMENT ID NO GPI7405, BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE 5 OVERPASS WAS HELD FOR ELEVATION BEING 58 67 US FEET PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON OS" TOTAL STATION. '70PCON GR5" AND 'ADS RANGER" DATA COLLECTOR SUPPLEMENTED WITH CPS AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR. DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090 DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 98165 SURVEYORS NOTES: 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS. AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED. SHOULD BE VERIFIED. 2 ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA N0. L07-02 1, REC. 60. 20070625900010. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY SURVEYOR'S CERTIFICATE: TO, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURV 5/14/2015 OWEN B HILLE, P.L.S. WASHINGTON REGISTRATION NO 40016 DATE API I TI POWER VAULT 1ELEPHONE VAULT aW WATER VAULT {i- STREET LIGHT 'IRO LOT L1GHT • on UUR 0R UMP O POWER LIFTER O- POWER POLE OJY WIRE o—�—+ TRAFFIC SIGNAL • PEDESTRIAN PUSH BURON SS SANITARY SEWER UNE ® JJNCRON BOX (JBO%) SD STORM DRNNAGE UNE O TELEPHONE MANHOLE (1MN) ❑ CATCH BASIN (C8) CHAIN UNK FENCE O STORM MANHOLE (SINN // W000 FENCE O SANDARY SEWER 1.0.141-101E (SSMH) SILT GUARD FENCE D FAIL / HAND RAL o SWOARY SEWER CLEANOUT (SSCO) O G45 METER (GM) —W — WATER WA RAND/ARKS A GAS VALVE OA WATER VALVE (RN) 54 FiRE CONNECTOR IMP/ fa FIRE NOWT (MTI) O WATER MANHOLE (MAR) EB WWI MEIER (WAR) $ SPRINKLER 1?r EVERGREEN TREE W/SIIE O IRRITAION BOX (RR) pQ IRRRATON VALVE (RR) b SON LEGEND 19 sum,/ ua*NIEM (AS NOTED) SECPON CORNEA (AS NOTED) O FNO SURVEY MANNER (As HOED) ASPWLT CONCRETE GRAVEL GAS VIA PA TMARK5 —T(UG)— TELEPHONE AA PARBMARKS POWER VIA MOW*S —P(OH) 3 OVERHEAD POWER UNE5 DECIDUOUS TREE W/5QE }A6, 0.4 4ryp1 REC NO. '\ WATER UNE (3-31-2015) WATER UNE (3-31-20I5) ORDINARY HIGH WATER MARK AS MEASURED IN THE FELD ON 3-31-2015 ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 N77'30'351 -- N9T▪ 3p35•E •e .0 ,35 E 55.00' -__- 55-00 �Nj4Op N72'00'35-E 14.42' W CHNENCEN UNK GATE \ T CHAIN UNK PARCEL 2 2a N� ENCE Cgl NO�531 W:I° %bgte `t N33' 13'401V 25.64" e4 CHAIN LINK FENCE 50 CATCH BASIN RIM =31 45 CATCH BASIN GREASE TRAP(4) (NOT DIPPED) CATCH BASIN UNK FENCE WATER UNE (3-31-2015) ORDINARY HIGH WATER MARK AS MEASURED IN THE FTELD ON 3-31-2015 THIS AREA NOT SURVEYED CATCH BASIN YARD DRAIN (NOT DIPPED) • AS mEASUNED IN THE ON 3-31-2015 TA 0 • LIMITED TOPOGRAPHIC SURVEY OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON CATCH BASiN (NoT DIPPED) LOT LIGHT CATCH BASIN CH BASIN CATCH BASIN (NOT DiPPED) Po R POLE ENCE YARD DRAIN (NOT DIPPED) CATCH BASIN CATCH BASIN (NOT OPINED) 200' SHORELINE ZONE LiNE ' :/ ENISTING BUILDING PARCEL 3 POLE 60 RECEIVED Irmo • Zs:7; LIMITED TOPOGRAPHIC >- w w CC I— o Lai z cc o a. 0 1— CNI cc o FAMILY FUN CENTER TUKWILA, WA Dale/Time'5/14/201 N01E. NOT ALL SYMBOLS W1L1 APPEAR IN DIE DRAMNG • CALL BEFORE YOU DIG: 1-800-424-5555 J ) LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES 1'=20' 0 10 20 40 LANDSCAPE PLANT MATERIAL LEGEND FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SYMBOL O 0 0 Y:�vtiy�tie SIZE BOTANICAL / COMMON NAMES CONDITION REMARKS TREES ACER CIRCINATUM Y-8' HT. B&B VINE MAPLE SHRUBS MAHONIA AOUIFOLIUM OREGON GRAPE NANDINA DOMFST10A / MOON BAY HEAVENLY BAMBOO GROUNDCOVERS: ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 15-18' HT. MIN. 3' 0.C. 18• HT. IN. 2' 0.C. 1 GAL., 30' 0.C. NURSERY GROWN, MULTI -TRUNK FULL AND BUSHY 3 CANES MIN., FULL AND BUSHY. MATCH HEIGHT & FORM HOLD 12' FROM BORDERS, SHRUBS AND TREES OTY. 03 32 19 COVER AS RE0'D NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1 AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW. COMMENTS AND APPROVAL. LJIUTY CON UCT NOTE; CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TH15 SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE E86TING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR RE1ONNG AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 010MPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF 111E CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. / pp1 /// / ' / / /.' N55'20•3S�F�/ , •9 j 5p0 / 51,8 PROPOSED BUILDING ADDITION FF=32.41 0 EXISTING POND EXISTING BUILDING FF=32.41 50 (5)....k i 'O - 11 Q'' ' 7 �G �G / ; 'y 0 A=20'11'41. R=1860.08' 1=655.61' / /5--000 CI Lu t"" c a SE CV LU ) Eo cc E> Ua 0 z W 0 z J a_ 0 z J a. W a_ 0 0 z J AND GENERAL NOTES 0 u_ FAMILY FUN CENTER STATE OF WASH NGTON REGISTERED ARCE I.E NO. VE TIDOATE N0. NAT (VALID ONLY WITH 02/16 E) �y 014 EXPIRES: O9/O2/16 FAMILY FUN CENTER V TUKWILA, WA City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Proposed addition location Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TukwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Proposed addition location Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TukwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers Located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. r City of Tukwila 6200 Southcenter Boulevard e Tukwila, Washington 98188 Jim Haggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Jim Haggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project ei ti al J uli uiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Notice of Decision x Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _13th day of May 2013 Project Name: Family Fun Center Bullwinkle's Restaurant Route 66 Project Number: PL15-0016 Associated File Number (s): L15-0020, L15-0021, E15-0004 Mailing requested by: V erie Lonneman Mailer's signature: / (), (../( f� W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC NAME BOEING COMPANY THE Charles E & Hyon S Lee TUKWILA HOTEL L L C PUGET SOUND ENERGY/ELEC BNSF VECTRA LLC UNION PACIFIC RAILROAD CO FAMILY FUN CENTERS TUKWILA MANUFACTURERS MINERAL CO Crating & Packin Industrial H2 OFFICE LLC BNSF RAILWAY COMPANY MANUFACTURERS MINERAL CO LEUCIAR BB LLC FORT DENT WAY LLC APPLE EIGHT SPE TUKWILA INC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER BUSINESS MEMBER ADDRESS PO BOX 3707 M/C 20-00 28904 5TH AVE S 600 E RIVER PARK LN STE 205 PO BOX 97034 PO BOX 961089 7404 S 262ND ST 1400 DOUGLAS STOP 1640 7300 FUN CENTER WAY 1215 MONSTER RD PO BOX 88299 7100 FUN CENTER WAY STE 100 2500 LOU MENK DR # AOB-3 1215 MONSTER RD SW 6523 CALIFORNIA AVE SW # 123 6839 FORT DENT WAY # 134 814 E MAIN ST 7200 S 156TH ST 15450 NELSON PL S 6925 FORT DENT WAY 7200 FUN CENTER WAY 6835 FORT DENT WAY 6935 FORT DENT WAY 6915 FORT DENT WAY 6945 FORT DENT WAY 6955 FORT DENT WAY 7100 FUN CENTER WAY#110 7100 FUN CENTER WAY#120 7100 FUN CENTER WAY#150 1400 MONSTER RD SW CITY ST SEATTLE WA FEDERAL WAY WA BOISE ID BELLEVUE WA FORT WORTH TX KENT WA OMAHA NE TUKWILA WA RENTON WA TUKWILA WA TUKWILA WA FORT WORTH TX RENTON WA SEATTLE WA TUKWILA WA RICHMOND VA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA RENTON WA ZIP 98124 98003 83706 98009 76161 98032 68179 98188 98055 98188 98188 76131 98055 98136 98188 23219 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98055 agency OFFICE OF ARCHAEOLOGY WA FISHERIES & WILDLIFE DEPT OF ECOLOGY WA STATE ATTORNEY GENERAL KC DEPARTMENT OF NAT'L RESOURCES QWEST COMMUNICATIONS SEATTLE CITY LIGHT PUGET SOUND ENERGY DUWAMISH INDIAN TRIBE dept address PO BOX 48343 16018 MILL CREEK BLVD NW REGIONAL OFFICE 3190 160th AVE SE ECOLOGY DEPARTMENT PO BOX 40117 201S JACKSON ST., STE 600 23315 66th AVE S ENVIRONMENT & SAFETY DIV PO BOX 34023 PO BOX 90868 4705 W MARGINAL WAY SW city st zip OLYMPIA WA 98504 MILL CREEK WA 98012 BELLEVUE WA 98008 LACEY WA 98504 SEATTLE WA 98104 KENT WA 98032 SEATTLE WA 98124 BELLEVUE WA 98009 SEATTLE WA 98106 • MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy 39015 172nd AVE SE AUBURN WA Karen Walter 39015 172nd AVE SE AUBURN WA Mike Middleton 39015 172nd AVE SE AUBURN WA SEPA REVIEW PO BOX 47703 OLYMPIA WA 98092 aura.murphy@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middleton@muckleshoot.nsn.us 98504 sepaunit@ecy.wa.gov MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy Karen Walter Mike Middleton SEPA REVIEW 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE PO BOX 47703 AUBURN WA AUBURN WA AUBURN WA OLYMPIA WA 98092 Iaura.murphy@muckieshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middleton@muckleshoot.nsn.us 98504 sepaunit@ecy.wa.gov eit* o f J u11wiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Valerie Lonneman, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 4 day of May, 2015 Project Name: Bullwinkle's Route 66 Addition Project Number: E15-0004 Associated File Number (s): PL15-0016, L15-0020, L15-0021 Mailing requested by: Valerie Lonneman Mailer's signature: 47------D-------------- WAUSERSWALERIEUFFIDAVIT OF DISTRIBUTION.DOC / • Josh Peterson Scott Huish josh @magellanarchitects.com huwish@aol.com W:\USERS\VALERIE\AFFIIDAVIT OF DISTRIBUTION.DOC f \ TSI Transportation Solutions, Inc. 8250. 165th Avenue NE Suite 100 Redmond, WA 98052.6628 T 425-883-4134 F 425.867.0898 www.tsinw.com Technical Memorandum To: Scott Huish, Family Fun Center and Bullwinkle Restaurant From: Jeff Hee, TSI Subject: Tukwila Family Fun Center and Bullwinkle's Restaurant Addition March 17, 2015 This technical memorandum documents the net new trip generation and corresponding traffic impact fee for the proposed structural additions to the Family Fun Center located at 7300 Fun Center Way in the City of Tukwila, Washington. You are proposing a 1,646 sq. ft. second floor addition/infill to the existing building and a 12,160 sq. ft. building to replace existing attraction, "Kid's Town", space onsite. The second floor addition expands the site's existing banquet/party area and allows existing attractions to relocate into the main building. The larger building is proposed as a 16 lane bowling alley. The structural additions do not add any new acreage to the site, the site acreage remains unchanged, The new building areas will expand business operations to better serve the public during the off-peak season, typically October to April. No additional vehicle parking is proposed. The City of Tukwila's traffic impact fee rate is $1,736.80 per new PM peak hour project generated trip, from their 2007 fee schedule. The ITE Trip Generation Manual documents trip generation data for Family Fun Center, an "Amusement Parks" ITE LU 480, based on the total site acreage and number of employees. The site area and number of employees will remain unchanged during peak traffic operating hours. Also, the parking supply will remain the same. During Family Fun Center's peak operating months, and with the additional building areas, the site's PM peak hour attendance is anticipated the remain the same; primarily, since the proposal allows existing onsite attraction space being relocated into the main building and the new indoor attraction space will be replacing an existing outdoor attraction. There are no new PM peak hour trips generated; and thus, the proposal's traffic impact fee is zero. If you have any questions or comments please contact me at your convenience. cc: Josh Peterson, Magellan Architects l l 1 Cites }Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 03/18/2015 Applicant Name: Family Fun Center Street Address: 7300 Fun Center Way i1_ aQR City, State, Zip: Tukwila, WA 98188 • a.— — 1� , Telephone: (503) 381-9590 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result; in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, mark the appropriate "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 ldocx Page 1 r Ch> jrTukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please mark the appropriate response. NO - Continue to Question 2-0 1 YES - Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please mark the appropriate response. ✓ NO - Continue to Question 3-0 YES - Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please mark the appropriate response. ✓ NO - Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please mark the appropriate response. ✓ NO - Continue to Question 5-0 YES - Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well., change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please mark the appropriate response. ✓ NO - Continue to Question 6-0 YES - Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please mark the appropriate response. NO — Checklist Complete YES — Checklist Complete \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l l.docx Page 2 f Tukwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please mark the appropriate response. ✓ NO - Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 1-3 YES - Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please mark the appropriate response. ✓ NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 3 Cih f Tukwila ESA Screening Checklist Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. INO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and i. potential minimum height of 10 feet. Please mark the appropriate response. I NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please mark the appropriate response. I NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. ✓ NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. ir NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 l.docx Page 4 f f ' Ciia Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please mark the appropriate response. if NO - Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please mark the appropriate response. ✓ NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross -sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross -sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please mark the appropriate response. INO - Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 3-6 YES - Continue to Question 3-6 \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 5 • i 1 Cii „f Tukwila ESA Screening Checklist Part D (continued) 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please mark the appropriate response. NO - Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please mark the appropriate response. ✓ NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please mark the appropriate response. ✓ NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 6 r SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition 2. Name of Applicant: Scott Huish 3. Date checklist prepared: 03-19-2015 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is to start approx. September 2015 and concluded approx. February 2016. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no future plans outside of the proposed expansion addressed in this proposal. 7. List any environmental information you know about that has been prepared, or wilt be prepared, directly related to this proposal. New Information: Previous Information: Environmental Checklist Geotechnical Report for Riverbank Stabilization Storm Drainage Report Supplemental Geotech Recommendation for Geotechnical Engineering Report Riverbank Stabilization Traffic Impact Analysis Shoreline Substantial Development Permit 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None are known to our knowledge. Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 1 r '\ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 9. List any government approvals or permits that will be needed for your proposal. SEPA Determination by City of Tukwila Shoreline Substantial Development Permit by City of Tukwila Design Review Board Approval by City of Tukwila Building Permit by City of Tukwila Plumbing/Mechanical/Electrical Permits by City of Tukwila Type C Construction Permit for Site Work by City of Tukwila 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is the construction of an approximate 12,386 sq. ft. addition to the existing Family Fun Center building off of the northeast corner of the existing building and an interior addition of 1,646 sq. ft. to the second floor of the existing building. The building will be used for year-round fun center attractions. Along with new building construction, the project will also include minor grading, modifications to the storm drainage system to collect roof drain runoff from the new building and new water and sewer connections. New landscaping will be installed to replace any construction disturbance. 11 Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a 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 or 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. The site is located at 7300 Fun Center Way, Tukwila, WA. Northeast corner of existing building and is within a portion of the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M. Tax Parcel No. 242304-9063 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20I I.docx Page 2 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: The site is predominantly flat. b. What is the steepest slope on the site (approximate percent slope)? The steepest slopes on the site are between approximately 5 to 10 percent in the location of the proposed project.. 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. According to the geotech report, the subsurface conditions underlying the addition area include several feet of loose fill overlying loose sand and silt alluvial deposits. Please refer to the enclosed report for additional information. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. To our knowledge, there is not a history of unstable soils on the site or in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. • Approximately 100 cubic yards of cut and 100 cubic yards of fill material will be used to prepare the site for installation of building foundation. \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 3 / Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Due to the full development of the site, it is unlikely that erosion will occur as a result of construction activities, however erosion control measures will be provided. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site is currently developed with approximately 80 percent impervious surface. No new impervious surface will be added as a result of the new building addition. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control in the form of catch basin protection will be installed according to City of Tukwila standards to control any erosion impacts that could occur during construction activities. 2. Air a. What types of emissions to the air 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. During the construction phase of the project, emissions from construction equipment will be present. It is not anticipated that the proposed addition to the existing facility will create any new emission upon project completion. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Emissions from vehicular traffic on adjacent roadways are present but would not be anticipated to affect the proposal. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 4 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will meet all state and local emission standards. No other specific measures are proposed. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the Green River is located within 200 feet of the site. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, construction activities will take place within 200-feet of the Green River. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No fill or dredge material will be placed in or removed from surface waters. SEPA Checklist Agency Comments \\deptstore\City Common \Ten\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2Ol l.docx Page 5 7 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No surface water withdrawals or diversions are anticipated. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No portion of the site is within the flood plain where the proposed project is located. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No waste materials will be discharged to surface waters under this proposal. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No groundwater will be withdrawn or water discharged to ground water. SEPA Checklist Agency Comments \\deptstore\City Convnon\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 Ldocx Page 6 / / • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 2. Describe waste materials 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, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: No waste materials will be discharged to ground water. All new sanitary sewer discharge will be routed into the existing sanitary sewer lines on the site and then discharged into the City of Tukwila sewer system. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. The area of work is already 100% impervious surface. All storm water will be collected into the existing storm drainage system and routed to the existing bio-swale for water quality treatment prior to discharge. Storm water from the existing system discharges directly into the Green River. 2. Could waste materials enter ground or surface waters? If so, generally describe. No waste material will enter ground or surface waters under this proposal. All new sanitary sewer effluent generated by the addition of new restrooms will be routed into the existing on -site sanitary sewer system and storm water is collected and conveyed into the existing storm water system prior to discharge. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The existing storm water facility constructed for the Family Fun Center will control any runoff impacts from the project. SEPA Checklist Agency Comments deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 I.docx Page 7 r SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other — Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? A minor amount of landscaping totaling approximately 200 square will be removed for construction of the building addition. c. List threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Any existing landscaping that may be disturbed by the new building addition will be replaced according to City of Tukwila standards. Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 8 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle 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: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. c. Is the site part of a migration route? If so, explain. Yes, the site is part of the Pacific Flyway for Migratory Birds. d. Proposed measures to preserve or enhance wildlife, if any: No specific measures are proposed. 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 energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for lighting and normal business operations. Natural gas will be used for heating of buildings. Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 9 i" / 1 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. It is not anticipated that the proposed building addition would affect the potential use of solar energy by adjacent properties. 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: The new construction will comply with current energy code requirements. No other specific measures are proposed. 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. Other than fire, medical and police services already available for the project, no other special emergency services are anticipated. 2. Proposed measures to reduce or control environmental health hazards, if any: No specific measures are proposed. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 10 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None is known to exist in the area to affect the project. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. During the construction phase of the project, noise from construction equipment would be present from approximately 7 am to 6 pm, Monday through Friday. Upon project completion, it is not anticipated that the proposal would generate any long-term noise increase. 3. Proposed measures to reduce or control noise impacts, if any: No specific measures are proposed. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The current site is occupied by the Family Fun Center amusement facility. Property to the west contains a hotel and a retail use building. Property to the east contains an office/warehouse building. The Green River is located directly north of the site and S.W. Grady Way and I-405 are located to the south of the site. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 11 r � Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Describe any structures on the site. The existing Amusement and Attractions Center are located on the site. d. Will any structures be demolished? If so, what? No structures will be removed under this proposal. e. What is the current zoning classification of the site? The current zoning classification is C/LI - Commercial Light Industrial. f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is Commercial. g. If applicable, what is the current shoreline master program designation of the site? The Shoreline classification is Urban. Previous project approvals: CUP L97-0048, L97-0048. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 12 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No, other than being within the Urban shoreline zone of the Green River within the City of Tukwila. i. Approximately how many people would reside or work in the completed project? Approximately four additional persons will work at the site as a result of the proposed addition to the Family Fun Center. j. Approximately how many people would the completed project displace? No persons will be displaced. k. Proposed measures to avoid or reduce displacement impacts, if any: No specific measures are proposed. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project is an addition to the existing facility which is compatible with the current zoning. The addition will be designed to meet City of Tukwila zoning and design standards. \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2Ol l.docx Page 13 / \ / \ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of the proposed structure is 28' - 1" and the mechanical screen height is 30' - 1". The tallest height of the existing building is 51' - 4". The exterior building materials will match the existing building and will be stucco at the lower portion of the building and corrugated metal panel at the higher portions of the elevations. b. What views in the immediate vicinity would be altered or obstructed? Some views from adjacent properties could be altered by the proposed building addition, however, it is not anticipated that any views would be obstructed. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 l.docx Page 14 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control aesthetic impacts, if any: The building addition will incorporate design elements of the existing structures in order to maintain aesthetic consistency. The materials colors and finishes will be cohesive between the old and new to make it appear that the building was all constructed all once. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No new exterior site lighting is proposed at this time. No existing lighting faces the river. Building will accent/egress lighting to control glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? The proposal is not anticipated to create light or glare that would be a safety hazard. c. What existing off -site sources of light or glare may affect your proposal? Light produced from headlights of vehicular traffic along adjacent roadways could be present during early morning and evening hours but is not anticipated to affect the project. d. Proposed measures to reduce or control light and glare impacts, if any: No specific measures are proposed. SEPA Checklist Agency Comments \\deptstore\City Coimnon\Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 15 f 1 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Along with the existing Family Fun Center, there is an adjacent public walking trail and Fire Star Sports in the immediate vicinity. Fort Dent Park is also located to the north of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No specific measures are proposed. 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. None are known to exist to our knowledge. \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l l.docx Page 16 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to exist to our knowledge. c. Proposed measures to reduce or control impacts, if any: No specific measures are proposed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access to the site is via Fun Center Way from either Interurban Avenue South and S.W. Grady Way. No changes to the current access are proposed. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. The nearest transit stop is located approximately 1,500 feet from the site. c. How many parking spaces would the completed project have? How many would the project eliminate? The existing facility contains 310 parking stalls. No stalls will be added or eliminated under this proposal. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2.011.docx Page 17 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new roadway improvements are anticipated to be needed. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. It is not anticipated that the new addition will generate any new vehicular trips. g. Proposed measures to reduce or control transportation impacts, if any: No specific measures are proposed. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. It is not anticipated that the proposed project would result in an increased need for public services.• SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 18 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Proposed measures to reduce or control direct impacts on public services, if any. No specific measures are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity system other: natural gas' water, refuse service, telephone sanitary sewer, septic 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. Electricity: Puget Sound Energy Natural Gas: Puget Sound Energy Water: City of Tukwila Sanitary Sewer: City of Tukwila Telephone: CenturyLink Cable: Comcast Refuse Service: City of Tukwila \\deptstore\City Common \Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 19 SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 I.docx Page 20 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l l.docx Page 21 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. D. SIGNATURE Agency Comments Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its dec�isi Signature: Date Submitted: A121!1.S \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 22 r CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or gther representatives the right to enter upon Owner's real property, located at 'no) Kst it Cora e_ " `lu �t G 1.ti) ( for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at S CkW . _4I %LSL (city), iti/A- (state), on ""Ss— , 20 (Print Name) +ic>5 cvek. C LA—Gg--) (A dress) 5�3) 3�l- a.5 er) (Signatu On this day personally appeared before me 5 (O rr1 ( Ui SA to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ``,1111111 U/��j ••\ tJ1AXfi' % i•1, _� /9. NIP NOTARY : �' .. U, PUBLIC I 9j4•'•.1)9/0112fl,.•'•,? ;• \\Deptstore\City Corns• oojt\T• Gy IIWNEW OSEPA Environmental Review Application-Jan2011.Docx NOTARIC in and residing at 5-444. Wt My Commission expires on TV( AY OF r ' , 20 ( S .4(4Y 3 tate of Washington ( 541 0 R/ai/tot / 1 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 l '\ / SEPA ENVIRONMENTAL REVIEW INFORMATION The State Environmental Policy Act (SEPA) requires all agencies to consider the environmental impacts of a development before making decisions (43.21C RCW). The purpose of environmental review is to identify a proposal's significant adverse impacts, measures to minimize or avoid such impacts, and allow wide public review for a wide range of projects. REQUIREMENTS: SEPA review is required for any action associated with the following types of decisions: 1. Developing 10 or more dwelling units. 2. Developing agricultural structures over 10,000 s.f. 3. Developing office, school, commercial, recreational, service or storage buildings over 12,000 s.f. and 40 parking spaces (certain utility lines, personal wireless communication facilities, and normal maintenance/replacement activities are fully exempt). 4. Developing parking lots with over 40 spaces. 5. Landfills and excavations over 500 cubic yards. 6. Installation of impervious underground tanks with a capacity over 10,000 gallons. The accompanying application must be completed for any new SEPA application or request to issue an addendum to any previous SEPA determination. If a question does not apply, "Does not apply" or "NA" may be entered. Complete answers to the checklist may avoid unnecessary delays later. City staff may also be able to help about governmental designations (e.g., zoning, shoreline, and landmark status). PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist" as well as the submittal for the underlying action (building permit, subdivision etc.). You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail to you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Once the application is "complete," substantive review will begin and a "Notice of Application" must be posted/mailed to begin a public comment period. After completing the environmental analysis and considering public comments, the Director will issue a determination for the project. A Determination of Non -Significance (DNS) says that the project as proposed will not have probable, significant, negative environmental impacts. A mitigated DNS will be issued if the project must be modified to mitigate its negative impacts. An Environmental Impact Statement (EIS) must be prepared if the probable negative impacts are unavoidable. \\Deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.Docx / \ COMPLETE APPLICATION CHE KLIST 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. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may 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). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application„ ✓ 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). ✓ 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". ✓ 4. Application Fee: See Land Use Fee Schedule. ✓ 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: ✓ 6. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). ✓ 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\Deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20I I.Docx i Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: 9. Vicinity Map with site location. ✓ 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. ✓ 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". \\Deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 I.Docx l ; CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: File Number: Application Complete Date: Project File Number: Application Incomplete Date: Other File Numbers: L15 �U�� (—) 1Y t NAME OF PROJECT/DEVELOPMENT: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition BRIEF DESCRIPTION OF SCOPE OF WORK: New +/-12,386 addition for bowling alley and 1,646 s.f. second floor addition to existing building. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 7300 Fun Center Way Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 242304-9063 DEVELOPMENT COORDINATOR: The individual who: tVrt • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Josh Peterson, Magellan Architects Address: 8383 158th Ave NE Suite 280 Redmond, WA 98052 Phone: (425) 885-4300 E-mail: josh@mag 11 architects.com FAX: (425) 885-4303 Signature: Date: I -k / ( Sj \\Deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20I I.Docx 0 VICINITY MAP n.t.s. VICINITY MAP 04-18-2015 FAMILY FUN CENTER- ROUTE 66 ADDITION & ALTERATIONS FAMILY FUN CENTER & BULLWINKLES RESTAURANT 7300 FUN CENTER WAY TUKWILA, WASHINGTON 98188 JOB NUMBER: 14-145 Magellan ARCHITECTS 8383 158th Avenue Northeast, Suite 280 Redmond, Washington 98052 Tel (425) 885-4300 Fax (425) 885-4303 wvAv.magellanarchitects.com Copyright O 2013 Yagegan Associates PLLC CALL BEFORE YOU DIG 1-800-424-5555 1-40' 0 20 40 80 LEGEND, SURVEY MONUMENT IX. POWER VAULT ©N IX. LUMINAIRE (LUM.) --37 OX LOT LIGHT TY IX. POWER POLE -0- EX. JUNCTION BOX I1 IX. CATCH BASIN (CB) ❑ EX. CATCH BASIN (CB) TYPE 2 EX. SANITARY SEWER MANHOLE (SSMH) EX. GAS METER d8 IX. GAS VALVE DwuA+v4t EX. WATER VALVE (WV) IX. FIRE HYDRANT (FH) A MAIL BOX IX. WATER METER ES IX. SIGN a IX. WATER UNE IX. SANITARY St. 11LH UNE IX. STORM DRAINAGE UNE IX. POWER UNDERGROUND IX. POWER OVERHEAD —--N°"O- IX. METAL FENCE IX. WOOD FENCE IX. CONTOURS PROPOSED TYPE I CATCH BASIN PROPOSED TYPE 1 CATCH BASIN PROPOSED STORM DRAIN FLOW ARROW PROPOSED STORM DRAINAGE UNE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER UNE PROPOSED SANITARY SEWER CLEINOUT PROPOSED WATERMAN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED 90' BEND PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS EX15TING PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE • UTILITY CONFLICT NOTE' CAUTION OFALLALL IX CONTRACTOR SHALL BE UTILITIES WHETHER SHOWN N ON THESE PLVERIMAIC ANS OR ANOT BYO POTHOOUNGTHTHEDEPTH UTRJTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SW11 INCLUDE FNLNC UTLTY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW TRUTT CROSSINGS TO PHYSNNLY VERIFY WHETHER OR NOT CONFUCIS EXIST. LOCATIONS OF SAM UR0IF_5 AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR SNAIL CONSULT BARGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WOH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENIATION THAT MAY BE AFFECTED BY CONSTRUCTION ACINRY, PURSUANT TO WAG 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAID SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBUC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL 050 BE 1HE RESPONSIBILITY 0E THE CONTRACTOR COVER SHEET FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON / BJBRIO \\\\\ HORIZONTAL DATUM - NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS NA083(2011) BASED ON A UNE BETWEEN WSDOT MONUMENT ID N0. GP17405 AND W500T MONUMENT ID N0. 5371 TAKEN AS SOUTH 34.49'31" EAST. VERTICAL DATUM - NAVD88 THE VER1CAL DATUM FOR THIS SURVEY 15 N0V088. WSDOT MONUMENT 10 N0 GP17405, BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST 510E, NEAR THE SOUTH END OF THE 66111 AVE 5. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 US FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A TOPCON OS' TOTAL STATION,-TOPCON GR5" AND 'MS RANGER` DATA COLLECTOR SUPPLEMENTED WITH GP5 AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE. BETWEEN THE MONUMENTS, PROPERTY ONES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON, THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-T30-090. DATES OF SURVEYS: FIELD SURVEY BY BARGNAUSEN CONSULTING ENGINEERS. INC. CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 96168 SURVEYORS NOTES: 1. UNDERGROUND UTILJTIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS. DEVELOPMENT PLANS. AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES. DETECTED OR UNDETECTED. SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA BEA NO. L98-0028, REC. N0. 9806309017. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY; THEREFORE, NO EASEMENTS OF RECORD. IF ANY ARE SHOWN HEREON. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. INDEX TO SHEETS C1 OF 5 COVER SHEET C2 OF 5 EXISTING CONDRIONS MAP C3 OF 5 PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C4 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C5 OF 5 CONSTRUCTION NOTES AND DETAILS L1 OF 1 LANDSCAPE PLAN 2 0) cc cc U cc z LL I a gt �ls� ei L{ / \ CALL BEFORE YOU DIG 1-800-424-5555 1-20' 0 10 20 40 H--i UTLRY CONFLICT NOTE CAUTC 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL. AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN P0TH0UNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERPLANSFY WHETHER S E BASEDOUUPON THE UNVERIFNOT CONFLICTS IED PUBLIC INFORMATION SAID ARE �SUBJEAS CT TO VMNTIONON E IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHNISEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR °BINNING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMDNNG AND RE%MANG ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ILNVDY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE 081NNED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL. RESOURCES, 0R 8Y CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL. RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET 5.E P.O. BOX 47060 OLYMPIA. WASHINGTON 58504-7060 UPON COMPLETION OF CONSTRUCTION. NJ. MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LOUD SURVEYOR. AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FARMS FOR REPLACEMENT OF SND MONUMENTAI10N SHALL ALSO 8E THE RESPONSIBILITY OF THE CONTRACTOR. i// n / V / A PORTION EXISTING CONDITIONS MAP FOR FAMILY FUN CENTER OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON ORDINARY RION WATER LURK MEASUREDINAS MEASURED THE DE1D ON 3-31 2015 ORDINARY HNMA RI WATER RK E AS MEASURED N THE BE1D ON 3-31-2015 WATER UNE .44 (3-31_2019)1 N7730'35 0 � % 55.00'E . RI 2 TT 119 3 E21216 21.61 IE 21.9 �( / _ , N1T�3'.'� N5520' %_/ /// / mil/// / /�,!/ri,,,/////4//,/,/7,"70•/ i, .cf zir-4,____, ,<\t\\\\\\ \ \ ... i:\:� // ///\ \\ \\\\ \\ \ \ \ \\\\\ \\\\\ '11 --- C \\l1 `I'I1I��III I —1:::---'*----:--5e.---S_--------zv----!2—_z-'2'j;vj//„///:;/ I —N , N � O• ----- — --- CFONART H0H WATER MARK AS MEASURE" N 11E f$D ON 3-0-205 i ��*., % �SOIfM�pLYU /�...•:PROiE E''' I O / ° Vii �\0.,' ':,,. Ilk PR CATCH BASIN RIM.31.58 IE.P.OI (I:: E) 24 uNns / ° OL SSCO EY,;YIRD DRAM 'MN - 32.19 (MOT DIPPED) qq�� CATCH BAST 1i=29M0(9• SE E.22.74 (8• r. "N.N10 EXISTING BUILDING EX ROOF DLAN • s 7.4 097 / 3=20'11'41 / =1860.08. LA655.61' R. CATCH BASIN 4 = 31.24 (NO3 DIPPED) EX CATCH BASIN RN . 30.84 5' IDS S = 22.86 6' ADS ENE - 27. 6' ADS NW 2 2736 27 PVC W=.29 EX. CATCH BASIN PIN = 50.48 TV ADS N . 27.94 • ADS S = 27.99 9O E CATCH BASIN (NOT DIPPED) EXISTING CONDITIONS MAP FAMILY FUN CENTER u 1 CALL BEFORE YOU DIGS 1-800-424-5555 1'-20' 0 10 20 40 DEMOLITION/T.E3,C. KEYNOTE& O EXISTING CATCH BASIN/YARD DRAIN TO BE REMOVED. 0 EOST1NG SANITARY SEWER CLEANOUT TO BE REM0VE0. 0 mow CONCRETE SIDEWAIJ( TO BE REMOVED. © WALL OF EXISTING BUILDING TO BE REMOVED. 0 PROVIDE CATCH BASIN PROTECTION ON ALL EXISTING CB. ADJACENT TO CONSTRUCTION PER DETAIL ON SHEET CS. © EXISTING GATE/FENCE TO BE REMOVED. U11RY CONFUCT NOTE, CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING UTILITY LOCATE O 1-800-424-5555 AND NEN POTHOLING .ALL OF THE E3(SDNG UNLITES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS CST. LOCATIONS OF SAID MATES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. f CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT BARGHADSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SNAIL BE FULLY RESPONSIBLE FOR WINNING PERMITS FROM 1HE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT 10 WAC 332-120. APPUCAIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCA10N5 FOR PERM115 TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. 0R BY CONTACTING THE22 OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E P.O. BOX 47060 OLYMPM, WASHINGTON 96504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REIJOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED RAND SURVEYOR. AT THE COST AND AT THE DIRECTION OF THE 00NTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. GREEN PAP ORDINARY HIGH WATER MARK AS MEASUREDIN . FIELD IE D D WATER LINE (3-31-2015)� N7730'35TE 55,00. =1 _ _ s PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON OTONART EWOIi WAT61 UAW %�,//. /// // ��\ AS ��Asf�NTFEFao -. // / //// 7 // v \ Z \ 47 0>! CRDPYRY HIGX WATER MVIK AS MEASURED W THE TIF1D ON 3-31-2015 2 23 -21.9 1 -21.61 5' 21. (12' E%. CHAIN LANK FENCE R*( SO g20 O 25.95 ( /IE-25.77 (T 8- . CATCH BASIN' 31.15 SE 28 NW - 2. TCH BASIN RIM=31.59 Or WO CATCH BnSI RI -j1.90(6' E428.79 • . CATCH BASIN. RW-31.58 1E-2764 (18' E) IE-26.74 (18'_IV) ARD ORNN W - 32.19 OT DIPPED) EXISTING BUILDING TO FIBLAA1 EX. ROOF DRAM • yG 3?) 0O9 0 ;/ 7. 8=2011'41 / 1860.08' / L=655.61' DI. CATCH BASIN RIM =31.24 (NOT UPPED) CATCH 0MSIN RIM -30.B4 15. NOS 5 - 27.88 6 ADS ENE - 27. B. ADS NW - 27.56 _ PVC -27.99 188131140 A.C. PARKNO TO RERAN • . CATCH 0954/ RN = 30.49 A05 N - 27.99 "Ti. A05 9 - 2).99� s:.444 28.12 EX. CATCH BASIN RIM - 31.59 (NOT DIPPED) Y s Ya FAMILY FUN CENTER p A 1n 5 8' CALL BEFORE YOU DIG 1-800-424-5555 T-20' 0 10 20 UTLRY COM=UCT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIMING DIE LOCATION DIMENSION, AND DEPTH Of ALL COSTING CRUDES WHETHER SHOWN ON THESE PLANS OR NOT by POTHOLING THE U U11ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. MI5 SHALL INCLUDE CALLING nun LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIL31IE5 AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHISIGILY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAD UTILRIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNV RIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHILL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATOe TART MAY BE AFFECTED BY CONSTRUCTION ACTMIY. PURSUANT TO DAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON 51O.ET SE P.O. BOX 47060 OLYMPIA, WASHINGTON 98501-7060 UPON COMPLETION OF CONSTRUCTION. ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LINO SURVEYOR, AT ME COST AND AT THE ORECRON OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF 5AL0 MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WA. LINE (3-31-2015), 07730'35T \•%/�.!! 55.00'=-3�1 =`_=- _1 PRELIMINARY GRADING AND STORM DRAINAGE PLAN FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. �4 ORDINARY HIGH WATER u4RX AS MEASURED Y THE F1DD ON 3-31-2015 .44 ova 4.1. TYPE E.21.9 (1 NE) / 21.61 E 21.9/112'SE • /GTCH R RI 30.20 )E425.95 (8' IE-25.89 (12' T�5(IB' WATER LYE (3-31-2015)] GTw GSY SE . ze CITY OF TUKWILA, KING COUNTY, WASHINGTON / // ////%/ / '+72i' - \\ \ �'// / // Rim," E%.R1AMO :PAIN; 0) (NOT .WED) GTCH B*ST N1A.31.10 M A 24 (B- SE IA' 4 ON EABENE . GTCH BASIN, RM.31.58 (.27.04 (10' (-2074 Or ADDITION FF-32 4y EXISTING BUILDING FF-32.41 G. ROOF DM OiCf1ARY NCH WATER MATT( AS MEASURED N THE REIM OM 3-31-201 0• s o 0 74 7G Tit lea/. A-2011'41' -1860.013' L-655.61' G. GT. BASH RIM . 31.24 (NOT DIPPED) GTCH BASIN RIM . 30.84 15' ADS 5 27.86 6' ADS ENE 27. BADS NW.27.58 c. PVC W-2T.99 •. CATCH BASIN RIM . 30.49 5' AOS N . 27.99 6 ' .SSES- 8 20.12 G. GTCH BASIN RIM 31.59 (NOT DIPPED) PRELIMINARY GRADING AND 4 FAMILY FUN CENTER 2 z 1 yy 4S 44 r to 0 GENERAL I. Locations shown for existing utilities ore approximate. 2. Al least 48 hours before starting project file work, notify the Utilities Inspector at 206 433,0179. 3. Request a Public Works utility inspection at ieast 24 hours in advance by calling 206 433-0179 4. The Conn -color assumes sole responsibility for worker safety. and domoge to structures and improvements resulting from construction operations. 5 The Contractor Shot! hove the permits) and conditions. the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards ovoilable at the job site. 6. All work shoo conform W these approved drawings. Any changes from the approved pions require pre -approval from the owner. the engineer, and the City of Tukwila. 7. All methods and muieriols shall meet Cily of Tukwila Development Guidelines and Deign and Construction Standards. unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drowings on -site. 9. Contractor shut provide record drawings prior to project final approval. 10.Provide motile control and street rnoinl0.00rleo plan for PubIIC Works approval before implementation. 1 I.Au surveying for public facilities shad be done under the direction of a Washington licensed land surveyor. Vei treat datum Stroll be NAVD 1988. Horizontal datum s1 011 be Washington Siete Igridi Coordinates, North Zone. using HAD 83/91 survey control and tied to any two City of Tukwila I-lorizonfal Conlroi Muoumenls. For projects within a tloed control zone, the Polnoltee shall provide conversion calculations to NGVD 1929. I2.Reploce or relocate Cal signs damaged or removed duo to construction. 13.Retain, replace or restore existing vegetation in rights -..way. easements. and Access Tracts. CONSTRUCTION 1. All work performed shall be per approved pions ond specifications only. The PermNee is required to mountain a set of approved pions. specifications, and ossocrafed pears,, on the job site. Work shall be performed in accordance with all federal. stole. and Iecol lows. Permirroe shall apply fora Revision for any work nor according to the approved pWns. 2. Permittee/Conl0clor shall arrange a preconstsuctron conference with the City's Inspectorls) prior to beginning any work, 3. Work in Roadways a. All work in roadwoys shall meet TMC 11 and the following: b. Prior to any activity in City right-of-way. the Permittee snarl provide tr. City a traffic control plan for review and approved. The traffic control plan shall Include the locolion. address and description of traffic flow during the work and stroll meet MUTCD requirements. c. All work roguing Iane closures must be by permit only. From the third Thursday In Nuvernber to the following January 2nd, the Director does not allow Iane closures in the TutzeTl0 Urban Center. d. Fire, pedestrian, and vehiculor access to buildings shall be maintained at all times, except when Permittee has permission from the building owner aria the Director to close on access. e. Air roadways short be kept free of dirt and debris using heel sweepers. Use of wailer trucks for cleaning roadways requires proapproval from the Director. t. Install steel plates over any trench. Ot any time work is stopped and the trench is left open. UTILITY NOTES I. All trench excavation operations snail meet of exceed all applicable sharing laws for trenches over 4-feet deep. All trench safely systems shell meet WISFIA requirements. 2. Power. cable, Ana optics. and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes. Catch basins. and valves in public irgnls-ol way or easements oiler asphalt paving. STORM DRAINAGE NOTES 1 Art rnothods ono n de:fiats snarl meet City of Tukwila Development Guidelines aiid Design and Construction Sfondords. and the adopted King County Surface Water Design Monool. unlas5 otherwise approved. 2. Mork all slam dram inlets with "Dump No Waste" aria either"Drains to Streams". "D1Glns to Wetlands". or "Drains t0 Groundwater", a5 applicable. 3. Driveway culvert shall be of sufficient length to provide o minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that mulch the side Slope. CONSTRUCTION NOTES AND DETAILS FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON GRADING AND EROSION CONTROL NOTES I. The erosion prevention and sediment control (ESC( measures on the approved plans ore minimum requirements. 2. Before beginning any construction activities. est.: Ash the clearing knits. install construction entrance, and install erosion prevention and sediment contra measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed ond in operation. Into. and moinfam 05 ESC measures oceardng to the ESC plan 4. ESC measures, Including all perimeter controls, shall remain in place until final site construction Is completed and permanent stabilization Is established. 5. From May 1 505008h Soptember 30. provide temporary and permanent cover measures to prolecl disturbed °reps Ihol will remain unworkod for seven days or more. 6. Fore October 1 through April 30, provide temporary and permanent over measures to protect disturbed areas lhot wilt remain unworked for Ole days or more. In addition to cover measures, the Contractor shaft: a. Protect stockpiles and steep cut and 110 slopes if unworkod for more than 12 hours. b. SIOCkpde, on site. enough cover materials to cover 011 disturbed areas. c. 8y October 8, seed all areas that will remain unworkod during the wet season (October I through April 30). Mulch all seeded areas. 7, Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed of the direction of the Dkector and assessed as a Ten against the property where such facilities are located. 8. During the life of the project. the Permittee shall maintain in good condition arid promptly repair, restore, or replace ail grade SUrt0Ce1: walls, drains, dams, structures, vegetation. erosion and sediment control measures. and other protective devices in accordance with approved pkuns. 9. The Permittee shall monitor the downstream drainage features. and shot with the Director's approval. remove all sediment depo1ilion resulting from ploject-reloted work. 10. All work performed Sh00 be per approved plats and specifications only. The Permittee is required to maintain o set of oppoved pions and specifications and associated permits on the job site. Work shall L. performed in accordance with all tederol, Stole, and local laws. 11. As the first order of business, Inc Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, insole and establish the upstream permanent ESC measures. 12. The Permittee shall of all times protect sereitire areas. then buffers. and odjocenr private properties and public rights -of -way Or easements Iron damage during grading operations. the Permittee shall restore, to the standards in effect of the time of the issuance of the permit, sensitive areas, their buffers. and public and private properties and improvements damaged by the Pernultee's operations. 13. Permittee shall arrange for arid comets, with the following: a. Notify the Public Works Deportment within 48 hours following Instailalion of ESC measures. b. Obtain permission In writing from the Public Works Deportment prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage Systems, control moossres and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining progenies and drainage loc8ties. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. INSERT SHALL BE DIRTRAP INLET U11RARAPPRDRAINCAORO OOVED E00AL OVERFLOW PROTECTION SKIRT -N. t_..r, HANDLING STRAP-_, i(•,�-:tom: ,._ �HANDUNG STRAP SEDIMENT co)ECnon CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN 050I00TILE MATERIAL. FABRIC IS 15 RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREOA0ON AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (ADS): 80 US STANDARD SIEVE (0.180 NM) GRUB TENSILE STRENGTH: 200 LOS PUNCTURE STRENGTH: 130 LB5 MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LB5 WATER FLOW RATE: 110 GPM/F72 PREMEABILTY: 0.38 CM/SECOND DIMENSIONS: 01001: 24'x36' SOCK FILTER/SEPARATOR: t0' D x 24' L DISPOSAL REQUIREMENTS, CONSULT FEDERAL, STATE, AND LOCAL REGOLATIONS FOR DISPOSAL OF INSERTS r .7774 ( .- ^,_ 40 -NEW -4BUI1BINfr-- FF=32.41 _d5 _..T FINTERURBAN - -- ;RAIL EIO STND ORA➢E --/ .. _ AT3ECTION. - / - _ _ _. _. 1 1 _ _ :_1'_ -1 __ - -t- -0+20 0+00 9+00 10+00 SECTION A -A SALE: 1'=10' HORIZONTAL 1'=S' 00100 1 iron SECTION B-B SCALE: 1'-20' HORIZONTAL 1'=5' VERTICAL 2+00 2+20 12+00 4 8 FAMILY FUN CENTER 1 7 n 11 E Ood 11 1 i i i 1 1946 11 11 PL1 5-0016 BULLWINKLES RESTAURANT ROUTE 66 ADDITION SHORELINE SUBSTANTIAL DEV Parent Project: PL15-0016 APPROVED This File: L15-0020 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 11, 2015 NOTICE OF DECISION SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE SUBSTANTIAL DEVELOPMENT TO: Josh Peterson, Magellan Architects, Applicant Scott Huish, Owner King County Assessor, Accounting Division Washington State Department of Ecology, NW Regional Office Washington State Attorney General Muckleshoot Indian Tribe Duwamish Indian Tribe This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. 1 Project File Number: L15-0020 Applicant: Type of Permit: Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: I. PROJECT INFORMATION Josh Peterson, Magellan Architects Shoreline Substantial Development Permit Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building located at 7300 Fun Center Way, Tukwila, WA. The majority of the proposed addition is located within 200 feet of the Ordinary High Water Mark (OHWM) of the Duwamish River. 7300 Fun Center Way L15-0021, E15-0004, PL15-0016 Commercial/Light Industrial (C/LI) VL Page 1 of 3 W:\Users\Valerie\Notice of Decision\L15-0020 Shoreline NOD June 11, 2015 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 II. DECISION SEPA Determination: SEPA Determination of Non -Significance was issued on June 4, 2015. Decision on Substantive Permit: The City Community Development Director has determined that the application for a Shoreline Substantial Development Permit does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report. The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. 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 statues, 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 RECEIPT WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173-14-090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY-ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). Construction must begin within 2 years from the effective date of the permit and be substantially completed within 5 years of the effective date of the permit. The effective date of a substantial development permit shall be the date of receipt as provided in RCW 90.58.140(6). III. YOUR APPEAL RIGHTS One administrative appeal to the Shorelines Hearings Board of the Decision is permitted. Any person appealing to the Shorelines Hearings Board may raise certain SEPA issues as part of the appeal to the Shorelines Hearings Board. Appellants should consult the rules and procedures of the Shorelines Hearings Board for details. IV. PROCEDURES AND TIME FOR APPEALING The requirements and procedures for appeals to the Shorelines Hearings Board are set forth in RCW 90.58 and WAC 461.08. Pursuant to RCW 90.58.180 the decision by the City of Tukwila to issue this Shoreline Substantial Development Permit may only be appealed to the Shoreline Hearings Board. Appeals must be filed with the Shoreline Hearings Board within 21-days from the filing of this permit with the Department of Ecology as defined in RCW 90.58.140. For more detailed information on appeals, refer to RCW 90.58 and WAC 461.08. VL Page 2 of 3 June 11, 2015 W:\Users\Valerie\Notice of Decision\L15-0020 Shoreline NOD V. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the Shoreline Substantial Development Permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Valerie Lonneman, who may be contacted at 206-433-7140 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period unless an appeal is filed. Jack li. ce, Director Depa i ment of Community Development City of Tukwila VL Page 3 of 3 June 11, 2015 W:\Users\Valerie\Notice of Decision\L15-0020 Shoreline NOD 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT SHORELINE SUBSTANTIAL DEVELOPMENT I. SUMMARY OF PROPOSED ACTION The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing Family Fun Center building. II. GENERAL INFORMATION Project Name: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition File Numbers: L15-0020; PL15-0016 Associated Permits: L15-0021 — Design Review E15-0004 — SEPA Applicant: Josh Peterson Location: 7300 Fun Center Way Zoning: C/LI Comprehensive Plan Designation: C/LI Attachments: A. Project Consistency Narrative B. Applicant's Response to the No Net Loss Checklist C. Complete Plans D. Revised landscaping plan E. Revised survey indicating 100' and 200' from OHWM III. PROJECT DESCRIPTION The proposed project is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building located at 7300 Fun Center Way, Tukwila, WA. The majority of the proposed addition is located within 200 feet of the Ordinary High Water Mark (OHWM) of the Duwamish River. Page 1 of 10 06/10/2015 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 Figure 1 shows the subject parcel, highlighted in blue; figure 2 shows the project site. Figure 1. Subject Parce Figure 2. Project site VL Page 2 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shore➢ine i IV. TUKWILA SHORELINE MASTER PROGRAM - BACKGROUND The City of Tukwila adopted a new Shoreline Master Program (SMP) on August 15, 2011 which was approved by the Washington State Department of Ecology on October 14, 2011 and became effective October 28, 2011. This project is subject to the new Shoreline Master Program. A. Shoreline Environment Designation The shoreline environment designation for the site is Urban Conservancy; the purpose of the Urban Conservancy Environment is to protect ecological functions where they exist in urban and developed settings, and restore ecological functions where they have been previously degraded, while allowing a variety of compatible uses. The shoreline buffer in the Urban Conservancy environment is 100 feet when the river bank is not fortified with a levee (Figure 3). This project is situated on the north side of Interstate 405 between Fun Center Way and the Green River in the City of Tukwila. A buffer width of 100 feet is established for the Urban Conservancy Environment for all nonresidential areas without levees. This buffer width is consistent with that established by the City's Sensitive Areas Ordinance for Type 2 streams that support salmonid use, which is based on Best Available Science. The final buffer widths adopted by the City and approved by Ecology for each shoreline environment attempted to balance shoreline ecological function needs, human life and property protection needs (including future levee repair/reconstruction), existing land use patterns, and state and federal agency policies. VL Page 3 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline 4 City of Tukwila Shoreline Environment Designations >Ordinary High Water Mark Aquatic Environment - High Intensity - 100' Buffer High Intensity - Outside Buffer Urban Conservancy - Levee -125' Buffer r Urban Conservancy - Levee - Outside Buffer I See Pase 22 See Page 25 Type 2 Stream (100' Buffer) o Type 2 Stream in Pipe Type 3 Stream (80' Buffer) m Type 3 Stream in Pipe Type 4 Stream (50' Buffer) uie Urban Conservancy - No Levee - 100' Buffer Type 4 Stream in Pipe Urban Conservancy - No Levee - Outside Buffer E20 Fish and Wildlife Habitat Areas (100' i::::.ei 1Pi . :::: � Shoreline Residential -Min. 50' Buffer :�:.:❖:: Potential Wetlands Shoreline Residential - Outside Buffer Tukwila City Limits * �.;Potential Annexation Area - Category II Wetland (100' Buffer) Category III Wetland (80' Buffer) Category IV Wetland (50' Buffer) Figure 3. Shoreline Environment Designation map SW Quarter 24/23/04 Buffer) Printed August 2011 1"=4OO' Location of OIhYAL wetland sites & locations are approximate only. Watercourses shown on this map have not been surveyed. 24 VL Page 4 of 10 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline 06/10/2015 B. Shoreline Goals and Policies: The following section discusses the Shoreline Master Program goals and policies as they relate to this project, excerpted from Chapter 6 of the City's SMP. Goal 6.3 Economic Development: Goal: Development along the shoreline that fosters the economic vitality of Tukwila while preserving the long-term benefits of the river. Response: The proposed project will expand the indoor facilities of the Family Fun Center without impacting public access or enjoyment of the Green River. Policy 5.3.2 states that development should be designed and located to minimize impacts to areas identified as important for other river uses such as public access. There is an existing public trail on the property (the Interurban Trail) that runs along the river; the project will not impact public access to the trail. Goal 6.5 Shoreline Design Quality Goal: Enhanced identity of the river as a unique community asset through high quality development and public activities that reflect Tukwila's history and sense of community pride. • Policy 5.5.1: Require that shoreline development outside of the MIC: • Ensures no net loss of shoreline function; ■ Is designed to be consistent with Tukwila Shoreline Design Guidelines; • Reflects principles of high quality design, in such areas as site planning, architecture and landscaping; • Includes setbacks, bulk, height, density, landscape buffers and provisions for open space that enhance the shoreline environment. Response: There shall be no disruption of existing vegetation within the 100' river buffer in conjunction with the proposed development. Riverbank restoration work was conducted as part of the shoreline substantial development permit for the original Family Fun Center development, issued in 1998. Native plants were planted along the riverbank per the restoration plan developed by Wetland Resources Incorporated. Wildlife habitat was also improved as part of the original permit through the installation of log snags and the construction of an off -channel pond. Goal 6.6 Access and Recreational Use Goal: Increase the amount and diversity of opportunities for public recreation and access to and along the river, including visual and cultural access, access to the water's edge, opportunities for small boat navigation and access, and connections to other neighborhoods, consistent with the shoreline character. • Policy 5.6.6: Support the implementation of the King County Green River Trail, per the existing King County Green River Trail Master Plan as well as pedestrian/bicycle connections VL Page 5 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline with the Trail from properties on the opposite bank and the expansion of this trail where appropriate. • Policy 5.6.7: Require subdivisions, multi -family residential uses and commercial and industrial uses along the shoreline to provide a trail for public access along the river in areas identified for trail connections, consistent with the King Country Green River Trail Master Plan, Shoreline Master Program or any other approved access plan. Response: Fun center patrons and the general public will continue have visual access to the shoreline area from the Interurban Trail, a pedestrian trail that was installed along the perimeter of the site when the Family Fun Center initially developed 14 acres of the site in 1998. Goal 6.8 Historical Resource Use and Archaeological Protection Goal: Recognition of the river's contribution to Tukwila history and community identity through identification, enhancement, restoration, and protection of sites with historic and cultural value and through development of interpretive and educational programs. • Policy 5.8.3: Ensure that archaeological artifacts and sites are protected when development takes place in the shoreline jurisdiction. Response: The SEPA report from 1997 (File E97-0024) when the site was initially graded for construction of the Fun Center describes the high probability of hunter -fisher -gatherer archaeological resources on the site. The report states that the Family Fun Center agreed to provide archaeological monitoring of the excavation if the construction activities penetrated fill to native soils. Based on the previous Geo Technical (GT) explorations, the excavation for the addition is expected to be entirely within the existing fill and not extend down into native soils (see discussion on Subsurface Conditions, page 5 of April 21 GT Report). Upon review of construction field reports for the original building, the applicant did not find any mention of archeological features revealed during mass excavation. The applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. Goal 6.9 Natural Environment and Habitat Use Goal: Restored, enhanced and protected natural environment resources along the river, including trees, wildlife habitat and features with value for long-term public, scientific and educational uses. • Policy 5.9.1: Ensure that shoreline development results in no net loss of shoreline ecological function, minimizes impacts on wildlife and that significant vegetation, sandbars, wetlands, watercourses, and other critical areas identified as important for habitat are maintained through the proper location, design, construction, and management of all shoreline uses and activities. • Policy 5.9.2: Ensure that shoreline development and activities protect riverbank vegetation and, where feasible, restore degraded riverbanks in accordance with the vegetation management provisions of the Shoreline Master Program, in order to minimize and compensate for impacts to fish and wildlife habitat. VL Page 6 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline Response: The revised landscaping plan shows the proposed landscaping at the project site. Two areas of required landscaping from the 1998 development permit for the amusement center are proposed to be removed as part of the construction. In order to offset this loss, the applicant has agreed to plant the perimeter of the northern and eastern sides of the new addition with native shrubs and trees. Both landscape areas fall within the shoreline buffer and shall be planted with native species, per TMC 18.44.080 C. 1. General Requirements and 18.44.080 C. 3. Landscaping Requirements for the Urban Conservancy and High Intensity Environments —Outside of the River Buffer. Vegetation management shall conform to TMC 18.44.080 D. V. SHORELINE REGULATIONS TMC 18.44.130 B.3. Shoreline Administration states that a substantial development permit shall be granted only when the development proposed is consistent with the shoreline master program (SMP). The relevant SMP policies were discussed above. The area of the 200-foot shoreline management area that falls across the development site as shown on the revised survey (Attachment E) is more than 100 feet from the OHWM. Accordingly, the project will be reviewed for compliance with standards for the Urban Conservancy Environment Outside of Buffer. The project will also be reviewed for compliance with the applicable standards of the underlying zoning district, Commercial Light Industrial (C/LI). TMC 18.44.050 Permitted Uses The proposed project is considered a "recreation facilities commercial indoor" use and is permitted per TMC 18.44.050 C.1. for development within the Urban Conservancy Environment Outside of Buffer. TMC 18.44.070 C. Urban Conservancy Development Standards As shown, the proposal meets the development standards of the Urban Conservancy Environment, including: 1. Setbacks and site configuration: The site does not encroach into the 100' Shoreline Buffer. 2. Height: The proposed addition complies with the 45' maximum height restriction for the outside landward edge of the River Buffer and 200' of the OHWM. 3. Lighting: No new exterior lighting is proposed. Accent/egress lighting will be designed to control glare. TMC 18.44.070 D. Surface Water and Water Quality Projects are required to be designed so as to cause no net loss to shoreline ecological functions. No net loss has been addressed above under the discussion of the consistency of this project with shoreline goals and policies and the No Net Loss Checklist is provided as Attachment B. TMC 18.44.070 G. Archaeological, Cultural and Historical Resources Applicant will comply with all local, state, and federal laws in the event that archaeological or paleontological artifacts are encountered. Previous site work did not uncover any archaeological or paleontological artifacts on the site and excavation is not expected to penetrate native soils. VL Page 7 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline TMC 18.44.070 J. Land Altering Activities Development Standards (Section 9.11 of the SMP) addresses clearing, grading and landfill activities in the shoreline jurisdiction. The SMP requires all land altering activities in the shoreline jurisdiction to be in conjunction with an underlying land development permit, except for shoreline restoration projects. A. Land altering shall be permitted only where it meets the following criteria: 1. The work is the minimum necessary to accomplish an allowed shoreline use; Response: The quantity of fill to prepare the site for installation of the building foundation will be less than the 2,200 cy general excavation volume. 2. Impacts to the natural environment are minimized and mitigated; Response: No offsite vegetation or vegetation in the Shoreline Buffer will be impacted. All previously required landscaping to be removed during construction will be replaced with equivalent native vegetation. 3. Water quality, river flows and/or fish habitat are not adversely affected; Response: Erosion is not expected on site as the site is fully developed, however erosion control measures in the form of catch basin protection will be installed according to City of Tukwila standards to mitigate any erosion impacts during construction. 4. Public access and river navigation are not diminished; Response: Public access to the Interurban Trail will not be impacted by the project; the project will have no impact on river navigation. 5. The project complies with all federal and state requirements and the project has been coordinated with the U.S. Army Corps of Engineers; Response: Applicant is responsible for compliance with all federal and state requirements. 6. The project complies with the vegetation protection criteria of the Vegetation Protection and Landscaping Section; Response: A revised landscape plan has been submitted proposing replacement vegetation along the northern and eastern perimeters of the addition. All new landscaping will be planted with native species in order to achieve compliance with this criteria (see response to Goal 6.9). 7. Documentation is provided to demonstrate that the fill comes from a clean source. Response: Applicant asserts that import fill will be provided from an existing borrow pit in the VL Page 8 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline Duwamish-Green River valley area or the Covington area and shall not be contaminated. Reuse of on —site soils may be possible given dry weather conditions. It should be noted that the discussion on fill during development of the City's SMP was focused on fill placed waterward of the ordinary high water mark. B. Clearing, grading and landfill activities, where allowed, shall include erosion control mechanisms, and any reasonable restriction on equipment, methods or timing necessary to minimize the introduction of suspended solids or leaching of contaminants into the river, or the disturbance of wildlife or fish habitats in accordance with the standards in the Grading Chapter, TMC 16.54. Response: The project will use Best Management Practices, such as catch basin protection, which will be installed before any earthmoving activities take place and will be maintained throughout construction in order to prevent sediment from entering the Green River. TMC 18.44.080 Vegetation Protection and Landscaping Requirements for vegetation protection and landscaping in the non -buffer area of the shoreline environment ensure that native trees, shrubs and other vegetation are established and/or preserved and unsightly invasive vegetation is removed in order to enhance the aesthetics and ecological function of the shoreline zone. The revised landscaping plan along the eastern and northern perimeters of the addition fulfills the requirements of this section. TMC 18.44.100 Public Access Public access is required when a development or use would create additional demand for public access through the addition of square footage to an existing building or the intensification in land use through the conversion of a warehouse to a retail or office use. This requirement was fulfilled previously with the creation of a multi -use trail adjacent to the property. TMC 18.44.110 Shoreline Design Guidelines The project is subject to Design Review by the Board of Architectural Review per TMC 18.44.110. Design guidelines assessed include: 1. Relationship of Structure to Site: The proposed addition was included in the original schematic design of the building. Parking will not be altered and the addition will not impede pedestrian movement from the parking lot to the main entrance of the building nor around the exterior of the site on the Interurban Trail. The proposed addition will adjoin the existing building, creating a continuous facade that steps down as it approaches the riverfront. 2. Building Design: The components are in agreement with the existing building and are proportional to the large scale of the building. The more colorful palate used in the existing and proposed buildings reflect the building's use as an amusement center. The building's varying facade height is aesthetically pleasing and effectively screens mechanical equipment/hardware on the roof. The proposed addition design is harmonious but distinct from the existing building, with unique elements that add interest to the facade. VL Page 9 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline 3. Design of Public Access: Existing vehicular and pedestrian circulation patterns will not be altered as a result of this addition. The existing vehicular circulation pattern will provide clear access from the street to the existing building and proposed addition. VI. COMMENTS A Notice of Application was distributed to agencies that may have an interest in the project on May 13, 2015. The Notice of Application was also posted on the project site and mailed to surrounding residences/property owners. There were no comments received in response to the Notice of Application. VII. SEPA SEPA Determination of Non -Significance was issued on June 4, 2015. VIII. CONCLUSIONS 1. 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. The proposed addition is located outside of the 100' shoreline buffer but within 200' of the Ordinary High Water Mark of the Duwamish River. 2. The shoreline environment designation for the portion of the shoreline zone in the project area is "Urban Conservancy." Indoor commercial recreation facilities are permitted in the Urban Conservancy environment designation; the underlying zoning of C/LI also allows this use. 3. A Shoreline Substantial Development Permit is required for this project per 18.44.130. 4. The revised landscaping plan is consistent with TMC 18.44.080. Native vegetation shall be installed along the northern and eastern perimeter of the proposed addition in order to replace previously required landscaped areas that will be removed during construction. 5. The proposed project is consistent with the economic development, shoreline design quality, access and recreational use, historical resource use and archaeological protection, and natural environment and habitat use goals and policies of the Shoreline Master Program. IX. RECOMMENDATION Staff recommends approval of the shoreline substantial development permit. VL Page 10 of 10 06/10/2015 W:\Users\Valerie\Shoreline\L15-0020_Staff Report_Shoreline STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3190 160th Ave SE • Bellevue, WA 98008-5452 • 425-649-7000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 June 18, 2015 Family Fun Center Attn: Scott Huish 7300 Fun Center Way Tukwila, WA 98188 Commun\tY Development Re: City of Tukwila Permit L15-0020 - Approved Family Fun Center - Applicant Shoreline Substantial Development Permit (SDP) #2015-NW-2860 Dear Mr. Huish: On June 17, 2015, the Department of Ecology (Ecology) received notice that the City of Tukwila approved your application for an SDP. Your permit is to construct a new 12,386-square-foot addition for a bowling alley and a 1,646-square-foot second floor addition to the existing Family Fun Center building, within shoreline jurisdiction of Green River. By law, local governments must review all SDPs for compliance with: • The Shoreline Management Act (Chapter 90.58 RCW); • Ecology's Substantial Development Permit approval criteria (Chapter 173-27-150 WAC); • The City of Tukwila Local Shoreline Master Program. Local governments, after reviewing SDPs for compliance, are required to submit them to Ecology. Your approved SDP has been received by Ecology. What Happens Next? Before you begin activities authorized by this permit, the law requires you wait at least 21 days from June 17, 2015, the "date of filing." This waiting period allows anyone (including you) who disagrees with any aspect of this permit to appeal the decision to the state Shorelines Hearings Board. You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. We recommend contacting the Shorelines Hearings Board at (360) 664-9160 before beginning permit activities to ensure that no appeal has been filed. Information on appeals is also posted at http://www.eluho.wa.gov/Decision/Search Cases. Select "Shorelines Hearings Board" from the drop down menu labeled "Board" and enter "Search." The most current appeal will appear on top. 0 Family Fun Center June 18, 2015 Page 2 of 2 Um want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the Shorelines Hearings Board website above. They are also posted on the website of the Washington State Legislature at: http://apps.leg.wa.gov/wac. Other federal, state, and local permits may be required in addition to this shoreline permit. If you have any questions about this letter, please contact David Pater at (425) 649-4253. Sincer avid Pater, Shoreline Specialist Shorelands and Environmental Assistance Program cc: Valerie Lonneman, Tukwila Community Development Dept. Josh Peterson, Magellan Architects SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Department of Ecology NW Regional Office 3190 -160th Ave. SE Bellevue, WA 98008 2. Article Number (Transfer from servic PS Form 3811, February 2004 COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by ( Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ o ra 3. ' Se ce Type Certified Mail ��0Express Mall ❑ Registered Return Receipt for Merchandise O Insured Mail C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 7009 2250 0002 2865 7526 Domestic Return Receipt 102595-02-M-1541 UNITED STAT :gip •.T .`SERVICE StiO First -Class Mail Postage $ Fees Paid USPS 404 print er: Please Permit No. G-10 �your name, address dress, and ZIP+4 in this box • ,iI. (;o 0\QY(` City of Tukwila 94� Dept. Community 6300 Southcenter Development Tukwila, WA Blvd, Suite 100 98188 Il'l+l�tllf,lll4t,llil'lfilillili,j'llili"II 7 1 on this _16 day of Cite of .J u1wi&a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedah , HEREBY DECLARE THAT: Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit 1� Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addrem/ Cs s listed/attached a-7/Z"e1;(/ 2015 Project Name: Family Fun Center - Bullwinkle's Route 66 Expansion Project Number: 'r`.� yo Associated File Number (s):EP,..) ��/ � 6766 O,,I� C, Mailing requested by: Val rie L neman Mailer's signature: //4-taZ4 W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT AF DISTRIBUTION.DOC s et* of .J uftwi&a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting x Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action x Staff Report Other: Was mailed to each of the addresses listed/attached on this _12th day of _June 2015 Project Name: Fun Center - Bullwinkle's Restaurant, Route 66 expansion Project Number: PL15-0016 Associated File Number (s): L15-0020, E15-0004 Mailing requested by: Vale 'e Lonneman � Mailer's signature: �� W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC Teri Svedahl From: Valerie Lonneman Sent: Thursday, June 11, 2015 4:09 PM To: Teri Svedahl Cc: Minnie Dhaliwal Subject: L15-0020 Shoreline NOD abbreviated materials Attachments: L15-0020_Staff Report_Shoreline.pdf; E15-0004 NOD.pdf; Complete Drawings 14-145.pdf; L15-0020 Shoreline NOD.pdf Teri, Please send the attached documents (NOD, Staff Report, Site Plan, and SEPA Determination) to the Muckleshoot and Duwamish Tribes. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 1630o Southcenter Blvd, Tukwila WA 98188 206.433.714o I Valerie.Lonneman@TukwilaWA.gov Tukwila: The City of opportunity, the community of choice, 1 \. elf* of Ju:Fu & Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Valerie Lonneman, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: Shoreline Substantial Development Staff Report Was mailed to each of the addresses listed/attached on this 11 day of May, 2015 Project Name: Bullwinkle's Route 66 Addition Project Number: L15-0020 Associated File Number (s): L15-0021, E15-0004, PL15-0016 Mailing requested by: Valerie Lonneman Mailer's signature: / . W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC josh@magellanarchitects.com huwish@aol.com W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC Shoreline Management Act Permit Data Sheet and Transmittal Letter From: City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Seattle, WA 98188 To: Department of Ecology Attn: David Pater Date of Transmittal: June 11, 2015 Date of Receipt: Type of Permit: Shoreline Substantial Development Local Government Decision: Approved Applicant Information: Josh Peterson, Magellan Architects Is the applicant the property owner? No Property Owner Information: Scott Huish 7300 Fun Center Way Tukwila, WA 98188 Location of the property: 7300 Fun Center Way Water Body Name: Green River Shoreline of Statewide Significance: Yes Environment Designation: Shoreline Urban Conservancy Environment Description of Project: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing Family Fun Center building. Notice of Application Date: May 13, 2015 Final Decision Date: June 11, 2015 By: Valerie Lonneman, Associate Planner Phone Number: (206) 433-7140 W:\Users\Valerie\Shoreline\L15-0020 Family Fun Center\L15-0020 Shoreline Permit Data Sheet f 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DETERMINATION OF NON -SIGNIFICANCE (DNS) File Numbers: E15-0004 Applied: April 23, 2015 Issue Date: June 4, 2015 Applicant: Josh Peterson, Magellan Architects Lead Agency: City of Tukwila Description of Proposal: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing Family Fun Center building. Address: Parcel Number: 7300 Fun Center Way, Tukwila, WA 98188 2423049063 This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Project materials including the application, any staff reports, and other studies related to the permits are available Monday through Friday 8:30 a.m. - 5:00 p.m. for inspection at Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188. The project planner is Valerie Lonneman, who may be contacted at (206) 433-7140 for further information. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by June 18, 2015. The lead agency will not act on this proposal for 14 days from the date below. Jack P.� , • esponsible Official City of t, ila 6300 So thcenter Blvd. Tukwila, WA 98188 (206) 431-3670 4-1 15° Dat The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) Cc: Josh Peterson, Magellan Architects Scott Huish, Owner State Department of Ecology, SEPA Division King County Assessor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7 \ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E15-0004 I. SUMMARY OF PROPOSED ACTION The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building located at 7300 Fun Center Way, Tukwila, WA. II. GENERAL INFORMATION Project Name: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Applicant: Scott Huish Location: 7300 Fun Center Way Zoning: C/LI Comprehensive Plan Designation: C/LI The following information was considered as part of review of this application. 1. ESA screening checklist and SEPA Checklist dated March 18 and 19, 2015, respectively. 2. Site Plan, First and Second Floor Demo Plans, Proposed Floor Plans, Elevations, and Existing Building Project Context Image prepared by Magellan Architects; Existing Conditions, Temporary Erosion/Sedimentation Control Plan, Preliminary Grading/Storm Drainage Plan, Construction Notes and Details, and Landscape Plan prepared by Barghausen Consulting Engineers, Inc. 3. Technical Information Report dated April 17, 2015, prepared by Barghausen Consulting Engineers. 4. Geotechnical Engineering Services dated April 21, 2015, prepared by GeoEngineers. 5. Technical Memo dated March 17, 2015, prepared by Magellan Architects, regarding estimated Transportation Impact Fees. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Valerie Lonneman, Assistant Planner, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, by phone at 206-433-7140. III. BACKGROUND/PROPOSAL The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition off the northeast corner of the existing 32,166 square feet amusement center, located at 7300 Fun Center Way, Tukwila, WA. The building will be used for year-round fun center attractions. The project will include minor grading, modifications to the storm drainage system to collect roof drain runoff from the new building, and new water and sewer connections. New landscaping will be installed to replace any disturbed during construction. IV. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-4—Concur with checklist. 5—The demolition and construction will follow issuance of SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 6-11—Concur with checklist. 12—The project site lies within the Urban Conservancy Shoreline Environment Designation area but is outside of the 100' buffer. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a —The northernmost areas of the parcel (undeveloped area adjacent to the Green River) have a slope between 15% and 40% and are underlain by permeable soils. b-c—Concur with checklist. d—The proposed project shall comply with the recommendations of the geotechnical engineer. The design of the foundations shall be reviewed as part of the building permit review process. e—Import fill will be provided from an existing borrow pit in the Duwamish-Green River valley area or the Covington area and shall not be contaminated. Reuse of on — site soils may be possible given dry weather conditions. The quantity of fill will be less than the 2,200 cy general excavation volume. f-h—Concur with checklist 2. Air: a-c—Concur with checklist. 3. Water: a(1)—In addition to abutting the Green River, an off -channel habitat area (classified as a Fish and Wildlife Riparian Area) is present on the northern (undeveloped) section of the parcel. a(2)—The above -referenced off -channel fish habitat area is also within 200 feet of the project area. a(3)-(4)—Concur with checklist. a(5)—A portion of the northernmost area of the parcel is within the FEMA 100 Year Floodplain. The proposed project area is not within the floodplain (see enclosed floodplain map). a(6)—Concur with checklist. b(1) and (2)—Concur with checklist. c(1)—The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated to drainage will be mitigated as part of the construction permit. c(2)— Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the construction permit. d—Concur with checklist. 4. Plants: a —Some non -required trees/shrubs and grass are present on the site and will be removed during site development. The project is subject to Design Review and must obtain a Shoreline Substantial Development permit. Compliance with City's landscape chapter and vegetation standards of the shoreline chapter will be required as part of the review. b-c—Concur with checklist. d—Due to the presence of the building site within the shoreline zone, native species must be planted to replace any previously required landscaping scheduled for removal (Ref. TMC 18.44.080). 5. Animals: a —Concur with checklist. b-- Yes — Chinook Salmon, Steelhead Trout, and Bull Trout/Dolly Varden are all listed as "threatened" under the Endangered Species Act and all three fish use the Green-Duwamish River system for rearing and migration. c-d—Concur with checklist. 6. Energy and Natural Resources: a-c—Concur with checklist. 7. Envuronmental Health: a —Concur with checklist. a(1)-(2)—Concur with checklist. b(1)—Concur with checklist. b(2)-(3)--The project shall be subject to the City's noise ordinance and any construction related noise shall be subject the city's noise ordinance. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts, associated with the project. 8. Land and Shoreline Use: a-c—Concur with checklist. d—Demolition of part of the existing building will take place to connect it to new addition. e-f—Concur with checklist. The Comprehensive Plan designation is Commercial/Light Industrial. g—Shoreline Environment Designation is "Urban Conservancy". h—I—Concur with checklist. 9. Housing: a-c—Concur with checklist. 10. Aesthetics: a —Maximum building height in C/LI is four stories or 45 feet. —the proposed structure meets this requirement. b—Concur with checklist. / f 1 c—The project is subject to design review and is required to comply with the design review criteria. 11. Light and Glare: a-d—Concur with checklist. 12. Recreation: a-c—Concur with checklist. 13. Historic and Cultural Preservation: a —Concur with checklist. b—The SEPA report from 1997 (File E97-0024) when the site was initially graded for construction of the Fun Center describes the high probability of hunter -fisher - gatherer archaeological resources on the site and states that the Family Fun Center agreed to provide archaeological monitoring of the excavation if the construction activities penetrated fill to native soils. Based on the previous GT explorations, the excavation for the addition is expected to be entirely within the existing fill and not extend down into native soils (see discussion on Subsurface Conditions, page 5 of April 21 GT report). Applicant's review of construction field reports for the original building found no mention of archeological features during mass excavation. c—Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a-e—Concur with checklist. f—Concur with checklist. g—Concur with checklist. 15. Public Services: a-b—Concur with checklist. The project is subject to city ordinances regarding parks and fire impact fees. 16. Utilities: a-b—Concur with checklist. IV. PUBLIC COMMENTS No written comments were received in regard to this project. VI. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340, a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E15-0004", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Valerie Lonneman, Assistant Planner Date: June 3, 2015 City L Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. 1-r-t LIT Date: May 18. 2015 Permit Number: L15-0021 & L15-0020 Project Name: Family Fun Center—Bullwinkle's Route 66 Addition Project Address: 7300 Fun Center Way, Tukwila, WA 98188 Project Contact: Josh Peterson, Magellan Architects Contact Phone number: (425) 885-4303 City Planner: Valerie Lonneman, Assistant Planner PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval Response to letter requesting additional information (Please attach a copy of the letter) ❑ Final Short Plat Submittal Summary of revision/response submittal: Revised Survey to show the 100' and 200' shoreline zone lines from the OHWM Updated Landscape Plan to provide additional landscaping as replacement for the area being removed. IY i3F i1KVVILA 2015 PERMIT CENTER Received at the City of Tukwila Permi Entered in TRAKiT on ter G:V'rojects-Current\14\14-145 Family Fun Center Addition\Correspondence\City\Revision : -. • est 150513\L15-0021 L15-0020 Revision Submittal Form.doc Revised: March 2014 HORIZONTAL DATUM - NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY 15 NAD83(2011) BASED ON A LINE BETWEEN WS00T MONUMENT ID NO GP17405 AND WSDOT MONUMENT ID N0 5371 TAKEN AS SOUTH 34'49'31" EAST VERTICAL DATUM - NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88. W500T MONUMENT ID N0 GP17405, BEING A FOUND WSOOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE 5 OVERPASS WAS HELD FOR ELEVATION BEING 58. 67 US FEET PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON OS" TOTAL STATION, "TOPCON GR5" AND "IDS RANGER' DATA COLLECTOR SUPPLEMENTED WITH GIPS AND FIELD NOTES WAS PERFORMED. ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS. PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 98168 SURVEYORS NOTES: I. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES. DETECTED OR UNDETECTED. SHOULD BE VERIFIED. 2 ALL DISTANCES ARE IN US FEET 3 BOUNDARY SHOWN IS PER CITY OF TUKWILA *LA N0. L07-021, REC 140. 20070625900010. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. SURVEYOR'S CERTIFICATE: T0. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE A5 OF THE DATE OF THE FIELD SURV u+w— �+ F-k4AHC/ 5/14/2015 OWEN B. HILLE, P.LS. WASHINGTON REGISTRATION NO 40016 DATE Irl IWI POWER VAULT TELEPHONE VAULT WATER VAULT LEGEND STREET U001 0.0 LOT 1,04E T( YARD LIGHT OR LAMP O POWER METER O POWER POLE GUY W18E TRAM[ SIGNAL Zr PEDESIRMN PUSH BUTTON El JUNCTION BOX (180X) O TELEPHONE MANHOLE (TMH) ❑ CATCH BALK (CB) CO STORM MANHOLE (spool O SA.'HAP1 SEWER MWIOLE (55101) • SANITARY SEWER CLEWOUT (SSCO) O GAS METER (GM) WyAWV GAS VALVE pM WATER VALVE OW) UT ARE CONNECTION (EPSP) O ARE WOW (M'0) O WATER MANHOLE (WMH) E WATER METER (WM) 'W SPRINKLER IRRIGATION 802 (IRR) IRRIGATION VALVE (IRR) ▪ SIGN -H O —5D SURVEY MONUMENT (AS NOTED) SECNON CORNER (AS NOTED) END SURVEY MARKER (AS NOTED) ASPWLT CONCRETE GRAVEL 51HITART SEWER UNE STORM DRAINAGE UNE CHAN UNK FENCE // WOOD FENCE SILT FENCE GUARD RAIL / NAND RAIL W WATER VIA PAN1WRKS GAS VIA PAND ANG 1(UG) TELEPHONE VI PANTMARKS P(UG) POWER MA PANDIARKS —P(OH) OVERHEAD POWER LINES EVERGREEN TREE W/SIZE ODECIDUOUS TREE W/SIZE NOTE: NOT ALL SYMBOLS W111 APPEAR IN THE DRAWING j WATER UNE (3-31-2015) ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER LINE (3-31-2015) ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 ▪ 1..t7T3035"E N7730'35'E i • .----g5A0 55.00' 072'00'35.E 14.42' PARCEL 2 C1Sy °ojLO p290°13 BLA 2p0�pg25 PEC NO. ,1 0% N33' 13'40-W 25.64' CHAIN LINK FENCE SO CATCH BASIN RIM =31 45 CHAIN UNK FENCE WATER LINE (3-31-2015) ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 _S55'20'35'E ON4I FENCE SOUTHERLY UNE OF RIVER PROTECTION EASEMENT REC N0. 20050223000003 CATCH BASIN RIM = 31 62 8" PVC WNW = 28.48 8' PVC E - 29 08 CATCH BASIN RIM = 31 40 8" PVC ENE = 29 44 8' PVC NW = 28.86 GREASE TRAP(') RIM = 3184 (NOT DIPPED) CHAN LINK FENCE -ORDINARY HIGH WMER MARK AS MEASURED IN THE .FIELD ON 3-31-2015 LIMITED TOPOGRAPHIC A PORTION OF THE NW1/4 & THE NE OF SEC. 24, TWP. 23 NORTH, RGE. CITY OF TUKWILA, KING COUNTY, U=20.11'41' Qom R=1860.08' -0 L.655.61' THIS AREA NOT SURVEYED CATCH BASIN RIM T. 31 15 6" PVC SE T. 28.14 6' PVC NW = 2814 YARD MAN RIM = 31 96 (NOT DIPPED) CATCH BASIN RIM � 29.87 (NOT DIPPED) YAA0 0. 200' SHORELINE ZONE LINE RIM T. 3219 (NOT DIPPED) .. to C CATCH BASIN e. RIM = 31.24 (NOT DIPPED) LOT LIGHT CATCH BASIN RIM = 30.84 15" A05 5 = 27.86 6" ADS ENE T. 27.77 18" ADS NW = 27 56 8' PVC W= 2799 TCH BASIN RIM = 30.49 15' ADS N= 27.99 12' ADS S = 27.99 6' ADS E = 28.05 8' PVC W= 28.12 CATCH BASIN RIM = 31.59 (NOT DIPPED) POWER POLE I 9 EXISTING BUILDING PARCEL 3 25N1=504 O2- gp00 BLp 00106 NO. REC.10 POWER POLE SURVEY %4 OF THE SW%4 4 EAST, W.M. WASHINGTON 0 15 30 60 I SCALE: V•30' Ca w w 0 w CC C •C E Eo ETD Ua LIMITED TOPOGRAPHIC SURVEY u_ 0 � - w Iw U..4. 0 w W c Z z W Ch ~ a: U.O N cc V .°- a. 0) 1- Q 1- z 0 U 0 J 1- IL 0 } 1- O FAMILY FUN CENTER U- TUKWILA, WA s w 00 90 N N c0 LLI Dale/Time-5/ 14/2015 CALL BEFORE YOU DIG: 1-800-424-5555 1'=20' 0 10 20 40 LANDSCAPE PLANT MATERIAL LEGEND LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON /// �`NO SYMBOL 0 0 0 BOTANICAL / COMMON NAMES TREES ACER CIRCINATUM VINE MAPLE SHRUBS MAHONIA AOUIFOIIUM OREGON GRAPE NANDINA DOMESTICA / MOON DAY HEAVENLY BAMBOO GROUNDCOVERS: ARCT05TAPHYLOS UVA-UR51 / KINNIKINNICK SIZE CONDITION REMARKS 7'-8' HT. B&B 15,18- HT. M 3' 0.C. 18 HT. MIN. 2' 0.C. 1 GAL., 30T 0.C. NURSERY GROWN, MULTI -TRUNK FULL AND BUSHY 3 CANES MIN.. FULL ANO BUSHY, MATCH HEIGHT & FORM HOLD I2 FROM BORDERS, SHRUBS AND TREES OTT. 03 32 19 COVER AS RE0'D NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW. COMMENTS AND APPROVAL. UTL(TY CONFICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 7HS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF HEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR 5101E CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA. WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 00 y 1 ` O ti+r� rya 9 �ti�/° O //// \ \\ /rye° /\ /^� 5 \ O// PROPOSED BUILDING ADDITION FF=32.41 EXISTING POND EXISTING BUILDING FF=32.41 Dry, 0 6=20' 11'41• - R=1860.08. 1=655.61' / w OKB I REVISED PER CITY REVIEW z W 0 J z J a_ 0 z J a. a_ 0 0 z 4 AND GENERAL NOTES cc u_ FAMILY FUN CENTER �C cE Eo E�0 Ua STATE OF WASH NGTON REGISTERED NAPE ,ARGHITECi 0.4Lpy HITEE MAGIC 1. KORVE 111TCA1E NO. 1014 (VALID ONLY WITH SIGNATURE) EXPIRES, 09/02/16 FAMILY FUN CENTER TUKWILA, WA K1 1 1 x o U $ o 0 VI GENERAL 1. Locations shown for existing utilities are approximate. 2. Al least 48 hours before starting project site work, notify the Utilities Inspector at 206 433,0179. 3. Request a Public Works utility inspection at ieast 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility tar worker safety, and darnoge to structures and improvements resulting from construction operations. 5 The Contractor shall hove the per.'(s) and conditions. the approved plans and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available al the job site. 6 All work shoo conform to these approved drawings Any changes from Ine approved pions require pre approval from the owner. the engineer, and the City of Tukwila. 7. All methods and maienols shall meet City of Tukwila Development Guidnhnes and Design and Construction Standards. unless otherwise approved by the Public Works Director. 8. Conti actor shot maintain o current set of record drawings an s le 9. Contractor shag provide record drawings prior to project lino) approval. I0.Provide Rollie control and street moinlenonce plan for Public Works approval before implementation. I i.Ax surveying for public facial. shad be done under the direction of a Washington licensed land surveyor. Vet Neal datum Shall be NAVD 1988. Horizontal datum shall be Washington Slate (grid) Coordinates. NOnh Zone. using NAD 83/91 survey control and lied to any two City Of Tukwila Horizontal Control Monuments. For projects within a flood control sone. the Permittee shall provide conversion calculations to NGVD 1929. 12.Replace or relocate al signs damaged or removed due to construction. 13.Retarn, replace or restore existing vegetation in rights-ot-way. easements. and Access Tracts. CONSTRUCTION 1. All work performed shall be per approved plans ond speaficotions only. The Permittee is required to maintain a set of approved plans. specifications, and associated permits on the job site. Work 5hatl be perlonned in accordance with all federal, sate. and local laws. Pennilloe shall oppiy fora Revision for any work not according to the approved plans. 2. Permittee/Conuactot shall arrange a preconshucton conference with the City's Inspectoris) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 1 I and Ito following: b. Prior to any octivily in City righl-ot.way, the Permittee shall provide tlhe City o ironic control plan for review and approval. The trot tic control pion shalt Include the location. address and description of traffic flow during the work ond shall meal MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow Ion° closures in the Tutwiln Urban Center. d. Fire, pedesI,ion, and vehicutor access to buildings shall be mointatned at all times, except whon Permittee has permission from the building owner and the Director t0 close an access. e. All roadways shall be kept free of dirt one debris using street sweepers. Use of water tucks for cleaning roadways requires preapproval from the Director, f. Install steel plates ovm any trench, at any time work is stopped and the trench is lett open. UTILITY NOTES 1. All trench excavation operation knoll meet or exceed all applicable shoring lows for trenches over 4-feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics. and telephone tines shall be in a trench with a 5' minimum horttorrtal separation from other underground ut1fles. 3. Adjust all manholes, catch basins, and valves in publc rignfs.ol way or easements after asphalt paving. STORM DRAINAGE NOTES I AN methods ono meleuoli shall meet City of Tukwila Development Guidelines and Design and Conshubflan Standcrds, and the adopted King Counly Sutluce Water Design Manual, unless otherwise approved. 2. Mark a0 slant dram in._ts with "Dump No 510550" and either "(Sain to Sueoms". "Dra.ns to Wetlands", or "Drains to Groundwater". as applicable. 3. Driveway culverts shall be of sufficient length to provide a n6nunum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shalt have beveled end sections that match the side dope. CONSTRUCTION NOTES AND DETAILS FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing knits, install construction entrance, and install erosion prevention and sediment control measures. 3. Be/ore any ground disturbance occurs. all downstream erosion prevention and sediment contr0t measures (ESC) must be constructed and in operation. Instal ond maintain all ESC measures °aeordng to the ESC pion. 4. ESC measures. Including all perimeter controls, shall remain in place until final site construction I5 completed and permanent 5aal'Zation 15 established. 5. From May 1 through September 30, provide temporary and pennonenf cover es to protect disturbed areas Not wit remain unworked for seven days or more. 6. From October 1 through April 30. provide temporary and permanent over meosures to protect disturbed meets that wit remain unworked for hvo days or more In addition to cover Treasures, the Contractor shall: a. Protect stockpiles and Steep Cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site. enough cover materials to cover all disturbed areas. c. By October 8, seed el areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded meas. 7. Failure to maintain ESC measures in accordance with the approved moMtenance schedule may recall in the work being performed of the 050011on of the Drector and assessed as a len against the property where such facilities are located. 8. During the life of the project the Permittee shall maintain in good condition and promptly regal. restore. or replace of grade surfaces: wals, drains, dams, structures, vegetation, erosion and sediment control measures. and other protective devices in accordance with approved plain. 9. The Permittee shall monitor the downstream drainage features, ond shall, with the Director's opproval, remove all sediment deposition resulting from projectHebied work. 10. Al work performed shalt be per approved plans and specifications only. The Permittee is required to meintoin a set of approved plans and specification and associated permits on the job site. Work shall be performed in accordance with oN federal, stole, and local lows. IL As the first order of business, the Permittee shall instal erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures betore any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall0l al times protect sensitive areas, their buffers. and adjacent prjvote properties and public rignfs-of-way or easements from damage during grading operations. The Permittee shall restore. to the standards in effect at the time of the issuance of the permit, sensitive areas, their butlers. and public and private properties and improvements damaged by the Parmetee's operations. 13. Perinihee shall arrange for and comet, with the following: a. Notify the Public Works Department within 48 hours tolowing installation of ESC measures. b. Obtain permission In writing from the Public Works Department prior to modifying the ESC pion. c. Maintain all road drainage systems, storm wet drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. INLET INSERT SCULL BE DIRTRAP ULTRA DRAINCAURD OR APPROVED EQUAL. OVERFLOW PR01ECDON HANDLING STRAP��"•.m.aa .'� A DUNG STFUP SEDIMENT COLLECTION CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTE%TILE MATERIAL. FABRIC 15 15 RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGRED*TON AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (ADS): 80 U5 STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MUL EN BURST: TRAPEZI0MI TEAR: WATER ROW RATE: PREMEABILITY: DIMENSIONS: SKIRT: SOCK FILTER/SEPARATOR: 200 1B5 130 ,BS 400 P51 85 LBS 110 CPM/rI2 0.38 CM/SECOND 24'x36' so" D v 24' L DISPOSAL REQUIREMENTS. CONSULT FEDERAL STATE. MD LOCH. REGUU110N5 FOR Dr5P05N. OF INSERTS _ ._. _ 40 4EW--14.110N4- 7 - -=LMOERLIPBALL' - _ IXISRNe'eCTDE AT SECTION / - -_ -I aW- 15 nR 4 -0+20 0+00 1+80 43+00 1+00 SECTION A -A SCALE: 1.-20' HORIZONTAL 1..5' VERTICAL 11100 SECTION B-B SCALE 1'-20' HORIZONTAL 1'.5' VERTICAL 2+00 2+20 12+00 48 8 W 0 0 co O 0 6 0 FAMILY FUN CENTER LL CALL BEFORE YOU DIG 1-800-424-5555 T-20' 0 10 20 40 f n } .4 UTLITY CCNFUCT NOTE. CAUTION THE CONTRACTOR SAW. BE RESPONSIBLE FOR VERIFYING ME LOCATION DIMENSION, AND DEPTH OF ALL O STING UOSHOWN WHETHER 0WN ON THESE PUNS OR NOT BY POTHOLING 1HE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE GllJNG UTILITY LOG1E O 1-800-424-5555 AND THEN POTHOING ALL OF THE COSTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SNO UTLTIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WNH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPON51BLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATON THAT MAY BE NTECIED BY CONSTRUCTION AC1N1Y, PURSUANT TO WAG 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E P.O. BOX 47080 OLYMPIA. WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION. ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENIATON SHALL AL50 BE THE RESPONSIBILITY OF THE CONTRACTOR. mm n 7 V // ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER LINE (3-312015)A N7730'35-E 5500' GtH BURED PRELIMINARY GRADING AND STORM DRAINAGE PLAN FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON i' %// :/' / k i'/!�i \\ \ WATER LINE ORDINARY HIGH WATER MAIM. ----I...------ _.,...-- /� �/ / //r/ // / ' " _ C \ � \ AS MEASURED IN THE FIELD �,..-- OR 9' �/ ///// ///// \� t�<�• \ 3-31-2015 i% //. �. ////�/ /// %/// S/ \ TR `0`p`pN�N`Iglq ,/ POND su'. EX. tA1.04 151N, TYPE T\� RIM-31.23 IE-26.19 (,V p#s E-26.BV DT TARO 'RAIN RIM - 219 MDT - D) 7.— R.pROIE • EASEME G'4 C500235L60 C SIN X. CATCH BASIN, PM-513B E-1T.G (10. CATCH BAST RE,My1.90 IE'' 29.H4 (I" SE ENCASE EMOS MTM COSMOS � -PROPOSED \ \\ y ADDDITI N�� 1 \ FF=32.4� \ L��\ \\/ii nooFOPAII \��/ 1 OONOETE LAPD�Ki \ ' COFJFEI.T 10 E)�INO BGE�VAI.IC OFCWARY FICH WATER MAW AS AEASLI D Al TIE F8D ON 3-01-2DS , \\�\\ N \ . \\\\ \\A \\ \ \ \�\\ \\\\,\ \\\\ \\�� \` G \ \\ a „,, -'%H\ j3 /�__„7,,,,/ .. ��j///////� W\i __,N ,__,,s_,___„,-„, ___-_,----_-_---2---,_-,--,-,,,—,__,_—__-_-_-„---______,/,/ —N.,_- ___________,___,________ ____45___ ______ ,..., __ _ __ x,_ �_M. ________ EXISTING BUILDING FF-32.41 EX. ROOF DRN "i • -o .53 i9<G 5 D-2B11'41 O/ / '-1860.08'j " 1=655.61' " GTCH BASIN RIM - 30.84 5' A05 S - 27.86 ` 8 AOS ENE - 27. 18- ADS NW - 27.58 P.0 w - 27.99 ES. CATCH BASIN IBM . 31.59 (NOT DIPPED) EX. CATCH Win 1.21 (NOT DIPPED) EX. GUY WIRE 1 s 00 0 FAMILY FUN CENTER LL TUKWILA, WA 5,5 I CD 11) U CALL BEFORE YOU DIG 1-800-424-5555 0 10 20 40 rt.Lt 1_:� DEMOLMON/T.E.S.C. KEYNOTES O EXISTING CATCH BASIN/YARD GRAN TO BE REMOVED. 0 EXISTING SANITARY SEWER CLEANOUT 10 BE REMOVED. O DUSTING CONCRETE SIDEWALK TO BE REMOVED. 0 WALL OF EXISTING BUILDING TO BE REMOVED. 0 PROVIDE CATCH BASIN PROTECTION ON A11 EXISTING C86 ADJACENT TO CONSTRUCTION PER DETAIL ON SHEET C5. © EXISTING GATE/FENCE TO BE REMOVED. MLITY CONF JCT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILTIES WHETHER SHOWN ON THESE PLANS OR NOT by POTHOING THE 111101ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUC1ION. THIS SHALL INCLUDE CAUNG UTILTY LOCATE 0 1-600-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS COST. LOCATIONS OF SAID UDLJIIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLC INFORMATION AND ARE SUBJECT TO VARIATION. F CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT BARGNAUSER CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBWNING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENIATION THAT MAY BE AFFECTED BY CONSTRUCTION AC1VTY• PURSUANT TO WIG 332-120. APPLICATIONS MUST 80 COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEN OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98501-7060 UPON COMPLETION OF CONSTRUCTION. ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMEMARON SHALL ALSO BE THE RESPONSIBIUIY OF THE CONTRACTOR. 7- PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN A PORTION OF THE NWY4 & ORDINARY HIGH WATER WAN AS MEASURED IN THE FIELD ON 3-31-2015 ORDwm HIGH WATER MARX A5 MEASURED N THE 8010 ON 3-31-2013 WATER LANE (3-31-2015)_ N7T30'35E �_- 55.00';�0f V 2 23 21.9 -21.61 21.9 / 7 • JUTCN R 3p.10 i ---N7 -c WATER NNE (3-31-2015)1 as _ , 7 FOR FAMILY FUN CENTER THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH. RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON /2/.0/j //- TCH BSI RIM-31.59 (8. NW) 1MRB1W TNA'1 RM-31.58 IE-21.01 (18' E) IE-26.71 (16_W) •rARO Da.N AW• 32.19 (NOT DIPPED) \ \ MONO \ POD \. EXISTING BUILDING TO ADAAN FF-3141 EX. ROOF DRAIN- \• \ \ \' \ ORDINARY H019 WATER A311( / A9 AEASIED WOE FELD ON 3-3I-2016 03, y N n Cl � 2 A=20'11'41 =1860.08/ 655.61' /' PVC W-27.99 IX. CATCH BASIN RIM -30.19 5' ADS N - 27.99 •ADS 5-27.99 13.,P4418 28.12 D. CATCH BASIN RIM - 31.11 (NOT PIPPED) EX. CATCH BASIN ]1.39 (NOT DIPPED) FAMILY FUN CENTER TUKWILA, WA R CALL BEFORE YOU DIG 1-800-424-5555 T-20' 0 10 20 40 I11 1 UTLJTY CONRJCT NOTE CAVIpN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTEIIIES WHETHER SHOWN ON THESE RATS 0R NOT HY POTHOLING THE UTIUOES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UMW LOCATE 0 1-800-424-5555 AND THEN PORIOUNG ALL OF THE EXISTING UTIUTES AT LOCATIONS OF NEW UTIUtt CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAM MUTES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC NFORWTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SMALL CONSULT BARGHAJSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PROP TO PROCEEDING WOH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOMNG AND REPLACING ALL SURVEY MONUMEMATON THAT MAY BE AFFECTED BY CONSTRUCTION MTMTY, PURSUANT TO WAG 332-120. 4PPLICATIONS MUST BE COMPLETED BY A RECISILFED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS WY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPM, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT. THE COST AND AT THE DIRECTION OF 144E CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAD MONUMENTATION S4411 ALSO BE THE RESPONSIBILITY OF ME CONTRACTOR. MEN S Hip+ MATER MA X 0S AS MEASURED W THE F1E1D ON 3-31-2015 WATER UNE (3-31-2015)� N7730'357 55.00 A PORTION OF -5v EXISTING CONDITIONS MAP FOR FAMILY FUN CENTER THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. ORDW AY NCH WATER MAIN AS MEASURED N 144E FEUD ON 3_31-2015 �/ --.— 3D•35"' N7T ( CITY OF TUKWILA, KING COUNTY, WASHINGTON WATER LINE (3 31-20E5)1 // :✓ry �,�� —.vim—<�\\\�'� SATE •. Ex. OWN LNN FENCE i CATCH 6uPoFD NA j2;E PI 2. 23 E-21.9 (I NE) / -21.fi1 5• IE 21.• i (12• CATCH HARK 31.15 SE - 26 NW=2: 14 \ % J EX, OX00 �/ (No u - (N • , i- /// ` /•. \ \\ ri,iflt/ / / ammo- \ / / / . CATCH RISN. RIM-31.56 E427.04 (16• E) IE-25.74 Or _W) 4R0 ORAN - M 1 Dwx0) EXISTING BUILDING 10. ROOF GRAN C(ONARY HOCH WATER MAFi( / As I.EASUFED N TIE F ELD ON 331-2015 E=20'11'41- =1860.08• L=655.61' / 3w DI. CATCH 8 1M RIM - 31.24 (NOT DINH.) CATCH 9ASN 15. IDS S - 27.66 6' IDS ENE - 27. 6•ADK MY-27.55 'RC 13-27.99 CATCH BASIN RIM - 30N49 IS, ADS 77.99 • ADS 5 - 2799 90 PoCATCH BASIN u - 3159 (NOT TIPPED) i 10 8 EXISTING CONDMONS MAP 2 FAMILY FUN CENTER FAMILY FUN CENTER J 4 I sk City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Proposed addition location Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TulcwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Proposed addition location Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TukwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. f 4 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Jim Flaggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Jim Flaggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project CU* of Juneau Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Notice of Decision x Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _13th day of May 2013 Project Name: Family Fun Center Bullwinkle's Restaurant Route 66 Project Number: PL15-0016 Associated File Number (s): L15-0020, L15-0021, E15-0004 Mailing requested by: V erie Lonneman Mailer's signature: / (A, 6( l\ W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC 1 NAME BOEING COMPANY THE Charles E & Hyon S Lee TUKWILA HOTEL L L C PUGET SOUND ENERGY/ELEC BNSF VECTRA LLC UNION PACIFIC RAILROAD CO FAMILY FUN CENTERS TUKWILA MANUFACTURERS MINERAL CO Crating & Packin Industrial H2 OFFICE LLC BNSF RAILWAY COMPANY MANUFACTURERS MINERAL CO LEUQAR BB LLC FORT DENT WAY LLC APPLE EIGHTSPETUKWILA INC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER BUSINESS MEMBER ADDRESS PO BOX 3707 M/C 20-00 28904 5TH AVE S 600 E RIVER PARK LN STE 205 PO BOX 97034 PO BOX 961089 7404 S 262ND ST 1400 DOUGLAS STOP 1640 7300 FUN CENTER WAY 1215 MONSTER RD PO BOX 88299 7100 FUN CENTER WAY STE 100 2500 LOU MENK DR # AOB-3 1215 MONSTER RD SW 6523 CALIFORNIA AVE SW # 123 6839 FORT DENT WAY # 134 814 E MAIN ST 7200 S 156TH ST 15450 NELSON PL S 6925 FORT DENT WAY 7200 FUN CENTER WAY 6835 FORT DENT WAY 6935 FORT DENT WAY 6915 FORT DENT WAY 6945 FORT DENT WAY 6955 FORT DENT WAY 7100 FUN CENTER WAY#110 7100 FUN CENTER WAY#120 7100 FUN CENTER WAY#150 1400 MONSTER RD SW CITY ST SEATTLE WA FEDERAL WAY WA BOISE ID BELLEVUE WA FORT WORTH TX KENT WA OMAHA NE TUKWILA WA RENTON WA TUKWILA WA TUKWILA WA FORT WORTH TX RENTON WA SEATTLE WA TUKWILA WA RICHMOND VA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA RENTON WA ZIP 98124 98003 83706 98009 76161 98032 68179 98188 98055 98188 98188 76131 98055 98136 98188 23219 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98055 (1 agency OFFICE OF ARCHAEOLOGY WA FISHERIES & WILDLIFE DEPT OF ECOLOGY WA STATE ATTORNEY GENERAL KC DEPARTMENT OF NAT'L RESOURCES QWEST COMMUNICATIONS SEATTLE CITY LIGHT PUGET SOUND ENERGY DUWAMISH INDIAN TRIBE dept address PO BOX 48343 16018 MILL CREEK BLVD NW REGIONAL OFFICE 3190 160th AVE SE ECOLOGY DEPARTMENT PO BOX 40117 201S JACKSON ST., STE 600 23315 66th AVE S ENVIRONMENT & SAFETY DIV PO BOX 34023 PO BOX 90868 4705 W MARGINAL WAY SW city st zip OLYMPIA WA 98504 MILL CREEK WA 98012 BELLEVUE WA 98008 LACEY WA 98504 SEATTLE WA 98104 KENT WA 98032 SEATTLE WA 98124 BELLEVUE WA 98009 SEATTLE WA 98106 �.J MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy 39015 172nd AVE SE AUBURN WA Karen Walter 39015 172nd AVE SE AUBURN WA Mike Middleton 39015 172nd AVE SE AUBURN WA SEPA REVIEW PO BOX 47703 OLYMPIA WA 98092 laura.murphy@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 m'ke.middleton@muckleshoot.nsn.us 98504 sepaunit@ecy.wa.gov MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy Karen Walter Mike Middleton SEPA REVIEW 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE PO BOX 47703 AUBURN WA AUBURN WA AUBURN WA OLYMPIA WA 98092 laura.murphy@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middleton@muckleshoot.nsn.us 98504 sepaunit@ecy.wa.gov Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:22 PM To: 'sepaunit@ecy.wa.gov' Subject: Tukwila, Family Fun Center Attachments: NOA_NOH.pdf; E15-0004 ESA Checklist.pdf; E15-0004 SEPA Checklist.pdf Attached is the NOA /NOH for the Tukwila Family Fun Center project, as well as the ESA and SEPA Checklist. Please contact project planner Valerie Lonneman with any questions. Valerieionneman@TukwilaWA.gov Teri Svedahl 'Administrative Support Technician City of Tukwila Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri. SvedahlTukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:20 PM To: 'mike.middleton@muckleshoot.nsn.us' Subject: Family Fun Center NOA / NOH Attachments: NOA_NOH.pdf My apologies; I forgot to attach the NOA /NOH for the Tukwila Family Fun Center project Teri Svedahl 'Administrative Sport Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.SvedahlTukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:20 PM To:'karen.walter@muckleshoot.nsn.us' Subject: Family Fun center NOA / NOH Attachments: NOA_NOH.pdf My apologies; I forgot to attach the NOA /NOH for the Tukwila Family Fun Center project Teri Svedahl 'Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.Sveclabl@TukwilaWA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:19 PM To:'laura.murphy@muckleshoot.nsn.us' Subject: Family Fun Center NOA/NOH My apologies; I forgot to attach the NOA /NOH for the Tukwila Family Fun Center project Teri Svedahl 'Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.Svedah0Tukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:16 PM To: 'karen.walter@muckleshoot.nsn.us' Subject: Tukwila, Family Fun Center Attachments: E15-0004 ESA Checklist.pdf; E15-0004 SEPA Checklist.pdf Attached is the ESA and the SEPA checklists for a Tukwila Notice of Application and Notice of Hearing. Please direct any questions you may have to project planner Valerie Lonneman at Valerie.Lonneman@TukwilaWA.gov Sincerely, Teri Svedahl 'Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri. Svedahl!Tukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure 1 Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:14 PM To: 'mike.middleton@muckleshoot.nsn.us' Subject: Tukwila, Family Fun Center Attachments: E15-0004 ESA Checklist.pdf; E15-0004 SEPA Checklist.pdf Attached is the ESA and the SEPA checklist for a Notice of Application and Notice of Hearing for a Tukwila project. Please direct any questions to project planner Valerie Lonneman at Valerie.Lonneman@TukwilaWA.gov Sincerely, Ten Svedahl JAdministrative S��ort Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri.Sveclahl@TukwilaWA.gov The City of opportunity, the community of choice. Please be advised.: This email is subject to public disclosure 1 Teri Svedahl From: Teri Svedahl Sent: Tuesday, May 12, 2015 3:12 PM To:laura.murphy@muckleshoot.nsn.us' Subject: Tukwila, Family Fun center Attachments: E15-0004 ESA Checklist.pdf; E15-0004 SEPA Checklist.pdf Attached is the ESA and SEPA checklist for a Notice of Application and Notice of hearing for a project in Tukwila. If you have any questions, please contact Valerie Lonneman at Valerie.Lonneman@TukwilaWA.gov Sincerely, Teri Svedahl !Administrative Support Technician City of Tukwila I Planning Department 6300 Southcenter Boulevard - Ste 100 I Tukwila WA 98188 Teri. SvedahlITukwila WA.gov The City of opportunity, the community of choice. Please be advised: This email is subject to public disclosure 1 imago an ARCHITECTS r "'"A: :C; • %� . , APR 2 3 15 TEL 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, WA 98052 magellanarchitects.com Shoreline Review Guidelines — Project Consistency Narrative Project: Family Fun Center — Route 66 Addition & Alterations 7300 Fun Center Way Tukwila, Washington 98188 Date: Sunday, April 19, 2015 Permitted Uses: The existing Family Fun Center building is located currently in the Urban /Urban Conservancy Buffer. The existing use "Amusement Park" was permitted as a Conditional Use Permit per TMC 18.44.030 Shoreline Use Matrix. • Per TMC 1944.050 Urban Conservancy guidelines, no changes or uses are proposed within the 100'-0" Urban Conservancy River Buffer. • Outside the 100'-0" Urban Conservancy River Buffer no changes are proposed within any pervious surface areas. The new proposed building footprint is within an already approved impervious surface outdoor amusement park area from the previous CUP approval. Therefore, we see no new impacts from the proposed project to the Urban Conservancy Buffer. Development Standards: 1) General Standards: • The existing facility and proposed addition do not impact or have no applicability to any general standards in relation to public access, vegetation protection and landscaping, shoreline stabilization or overwater structures as all changes are in already impervious areas outside of the buffer zone. 2) Setbacks and Site Configuration: • The proposed building addition is setback from the 100'-0" buffer by +/- 11'-6". 3) Height Restrictions: • The proposed building addition height is +/-28'-1" with mechanical screen height at +/-30'- 1"; which are both below the maximum height of 45'-0". 4) Lighting: • No new lighting is proposed in the site or parking areas as it already exists and in compliance per the previous CUP approval. The only building lighting proposed at this time is general egress lighting at all required exit doors. Vegetation and Landscaping: The existing facility and proposed addition are full in existing impervious surfaces areas. As such, no changes to existing landscaping or vegetation are anticipated and this portion of the Review Guidelines is not applicable. Public Access: The current building site, public access points, parking, and site improvements are all existing and are to remain unchanged. As such, no changes to the site are anticipated and this portion of the Review Guidelines is not applicable. G:\Projects-Current\14\14-145 Family Fun Center Addition\Forms & Documents\Shoreline SEPA DRB\_FINAL SUBMITTAL DOCS\Shoreline Review Guideline Compliance.doc Page 1 of 1 f _1 TSI Transportation Solutions, Inc. 8250.165th Avenue NE Suite 100 Redmond, WA 98052.6628 T 425.883.4134 F 425-867-0898 www.tsinw.com APR 2 3 2015 Technical Memorandum To: Scott Huish, Family Fun Center and Bullwinkle Restaurant From: Jeff Hee, TSI Subject: Tukwila Family Fun Center and Bullwinkle's Restaurant Addition March 17, 2015 This technical memorandum documents the net new trip generation and corresponding traffic impact fee for the proposed structural additions to the Family Fun Center located at 7300 Fun Center Way in the City of Tukwila, Washington. You are proposing a 1,646 sq. ft. second floor addition/infill to the existing building and a 12,160 sq. ft. building to replace existing attraction, "Kid's Town", space onsite. The second floor addition expands the site's existing banquet/party area and allows existing attractions to relocate into the main building. The larger building is proposed as a 16 lane bowling alley. The structural additions do not add any new acreage to the site, the site acreage remains unchanged. The new building areas will expand business operations to better serve the public during the off-peak season, typically October to April. No additional vehicle parking is proposed. The City of Tukwila's traffic impact fee rate is $1,736.80 per new PM peak hour project generated trip, from their 2007 fee schedule. The ITE Trip Generation Manual documents trip generation data for Family Fun Center, an "Amusement Parks" ITE LU 480, based on the total site acreage and number of employees. The site area and number of employees will remain unchanged during peak traffic operating hours. Also, the parking supply will remain the same. During Family Fun Center's peak operating months, and with the additional building areas, the site's PM peak hour attendance is anticipated the remain the same; primarily, since the proposal allows existing onsite attraction space being relocated into the main building and the new indoor attraction space will be replacing an existing outdoor attraction. There are no new PM peak hour trips generated; and thus, the proposal's traffic impact fee is zero. If you have any questions or comments please contact me at your convenience. cc: Josh Peterson, Magellan Architects / / SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition 2. Name of Applicant: Scott Huish 3. Date checklist prepared: 03-19-2015 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is to start approx. September 2015 and concluded approx. February 2016. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no future plans outside of the proposed expansion addressed in this proposal. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. New Information: Previous Information: Environmental Checklist Geotechnical Report for Riverbank Stabilization Storm Drainage Report Supplemental Geotech Recommendation for Geotechnical Engineering Report Riverbank Stabilization Traffic Impact Analysis Shoreline Substantial Development Permit 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None are known to our knowledge. Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 1 f 1 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 9. List any government approvals or permits that will be needed for your proposal. SEPA Determination by City of Tukwila Shoreline Substantial Development Permit by City of Tukwila Design Review Board Approval by City of Tukwila Building Permit by City of Tukwila Plumbing/Mechanical/Electrical Permits by City of Tukwila Type C Construction Permit for Site Work by City of Tukwila 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is the construction of an approximate 12,386 sq. ft. addition to the existing Family Fun Center building off of the northeast corner of the existing building and an interior addition of 1,646 sq. ft. to the second floor of the existing building. The building will be used for year-round fun center attractions. Along with new building construction, the project will also include minor grading, modifications to the storm drainage system to collect roof drain runoff from the new building and new water and sewer connections. New landscaping will be installed to replace any construction disturbance. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a 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 or 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. The site is located at 7300 Fun Center Way, Tukwila, WA. Northeast corner of existing building and is within a portion of the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M. Tax Parcel No. 242304-9063 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 2 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: The site is predominantly flat. b. What is the steepest slope on the site (approximate percent slope)? The steepest slopes on the site are between approximately 5 to 10 percent in the location of the proposed project. 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. According to the geotech report, the subsurface conditions underlying the addition area include several feet of loose fill overlying loose sand and silt alluvial deposits. Please refer to the enclosed report for additional information. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. To our knowledge, there is not a history of unstable soils on the site or in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 100 cubic yards of cut and 100 cubic yards of fill material will be used to prepare the site for installation of building foundation. \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2ol l.docx Page 3 / \ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Due to the full development of the site, it is unlikely that erosion will occur as a result of construction activities, however erosion control measures will be provided. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site is currently developed with approximately 80 percent impervious surface. No new impervious surface will be added as a result of the new building addition. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control in the form of catch basin protection will be installed according to City of Tukwila standards to control any erosion impacts that could occur during construction activities. 2. Air a. What types of emissions to the air 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. During the construction phase of the project, emissions from construction equipment will be present. It is not anticipated that the proposed addition to the existing facility will create any new emission upon project completion. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Emissions from vehicular traffic on adjacent roadways are present but would not be anticipated to affect the proposal. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 4 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will meet all state and local emission standards. No other specific measures are proposed. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the Green River is located within 200 feet of the site. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, construction activities will take place within 200-feet of the Green River. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No fill or dredge material will be placed in or removed from surface waters. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 5 r \ / \ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No surface water withdrawals or diversions are anticipated. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No portion of the site is within the flood plain where the proposed project is located. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No waste materials will be discharged to surface waters under this proposal. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No groundwater will be withdrawn or water discharged to ground water. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 6 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 2. Describe waste materials 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, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: No waste materials will be discharged to ground water. All new sanitary sewer discharge will be routed into the existing sanitary sewer lines on the site and then discharged into the City of Tukwila sewer system. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. The area of work is already 100% impervious surface. All storm water will be collected into the existing storm drainage system and routed to the existing bio-swale for water quality treatment prior to discharge. Storm water from the existing system discharges directly into the Green River. 2. Could waste materials enter ground or surface waters? If so, generally describe. No waste material will enter ground or surface waters under this proposal. All new sanitary sewer effluent generated by the addition of new restrooms will be routed into the existing on -site sanitary sewer system and storm water is collected and conveyed into the existing storm water system prior to discharge. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The existing storm water facility constructed for the Family Fun Center will control any runoff impacts from the project. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 7 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other ✓ Other types of vegetation b. What kind and amount of vegetation will be removed or altered? A minor amount of landscaping totaling approximately 200 square will be removed for construction of the building addition. c. List threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Any existing landscaping that may be disturbed by the new building addition will be replaced according to City of Tukwila standards. Agency Comments deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 8 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle 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: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None are known to exist to our knowledge. c. Is the site part of a migration route? If so, explain. Yes, the site is part of the Pacific Flyway for Migratory Birds. d. Proposed measures to preserve or enhance wildlife, if any: No specific measures are proposed. 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 energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for lighting and normal business operations. Natural gas will be used for heating of buildings. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l I.docx Page 9 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. It is not anticipated that the proposed building addition would affect the potential use of solar energy by adjacent properties. 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: The new construction will comply with current energy code requirements. No other specific measures are proposed. 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. Other than fire, medical and police services already available for the project, no other special emergency services are anticipated. 2. Proposed measures to reduce or control environmental health hazards, if any: No specific measures are proposed. SEPA Checklist Agency Comments \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 10 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None is known to exist in the area to affect the project. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. During the construction phase of the project, noise from construction equipment would be present from approximately 7 am to 6 pm, Monday through Friday. Upon project completion, it is not anticipated that the proposal would generate any long-term noise increase. 3. Proposed measures to reduce or control noise impacts, if any: No specific measures are proposed. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The current site is occupied by the Family Fun Center amusement facility. Property to the west contains a hotel and a retail use building. Property to the east contains an office/warehouse building. The Green River is located directly north of the site and S.W. Grady Way and I-405 are located to the south of the site. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 11 i '\ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Describe any structures on the site. The existing Amusement and Attractions Center are located on the site. d. Will any structures be demolished? If so, what? No structures will be removed under this proposal. e. What is the current zoning classification of the site? The current zoning classification is C/LI - Commercial Light Industrial. f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is Commercial. g. If applicable, what is the current shoreline master program designation of the site? The Shoreline classification is Urban. Previous project approvals: CUP L97-0048, L97-0048. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l Ldocx Page 12 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No, other than being within the Urban shoreline zone of the Green River within the City of Tukwila. i. Approximately how many people would reside or work in the completed project? Approximately four additional persons will work at the site as a result of the proposed addition to the Family Fun Center. j. Approximately how many people would the completed project displace? No persons will be displaced. k. Proposed measures to avoid or reduce displacement impacts, if any: No specific measures are proposed. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project is an addition to the existing facility which is compatible with the current zoning. The addition will be designed to meet City of Tukwila zoning and design standards. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 l.docx Page 13 \ / Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of the proposed structure is 28' - 1" and the mechanical screen height is 30' - 1". The tallest height of the existing building is 51' - 4". The exterior building materials will match the existing building and will be stucco at the lower portion of the building and corrugated metal panel at the higher portions of the elevations. b. What views in the immediate vicinity would be altered or obstructed? Some views from adjacent properties could be altered by the proposed building addition, however, it is not anticipated that any views would be obstructed. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 14 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control aesthetic impacts, if any: The building addition will incorporate design elements of the existing structures in order to maintain aesthetic consistency. The materials colors and finishes will be cohesive between the old and new to make it appear that the building was all constructed all once. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No new exterior site lighting is proposed at this time. No existing lighting faces the river. Building will accent/egress lighting to control glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? The proposal is not anticipated to create light or glare that would be a safety hazard. c. What existing off -site sources of light or glare may affect your proposal? Light produced from headlights of vehicular traffic along adjacent roadways could be present during early morning and evening hours but is not anticipated to affect the project. d. Proposed measures to reduce or control light and glare impacts, if any: No specific measures are proposed. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 15 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Along with the existing Family Fun Center, there is an adjacent public walking trail and Fire Star Sports in the immediate vicinity. Fort Dent Park is also located to the north of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No specific measures are proposed. 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. None are known to exist to our knowledge. \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 16 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to exist to our knowledge. c. Proposed measures to reduce or control impacts, if any: No specific measures are proposed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access to the site is via Fun Center Way from either Interurban Avenue South and S.W. Grady Way. No changes to the current access are proposed. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. The nearest transit stop is located approximately 1,500 feet from the site. c. How many parking spaces would the completed project have? How many would the project eliminate? The existing facility contains 310 parking stalls. No stalls will be added or eliminated under this proposal. SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 ldocx Page 17 \ Please respond to all questions. Use separate sheets as necessary. Applicant Responses: d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new roadway improvements are anticipated to be needed. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. It is not anticipated that the new addition will generate any new vehicular trips. g. Proposed measures to reduce or control transportation impacts, if any: No specific measures are proposed. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. It is not anticipated that the proposed project would result in an increased need for public services. SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 18 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Proposed measures to reduce or control direct impacts on public services, if any. No specific measures are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity system other: natural gas, water refuse service, telephone sanitary sewer, septic 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. Electricity: Puget Sound Energy Natural Gas: Puget Sound Energy Water: City of Tukwila Sanitary Sewer: City of Tukwila Telephone: CenturyLink Cable: Comcast Refuse Service: City of Tukwila SEPA Checklist Agency Comments \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Applicat ion-Jan2911.docx Page 19 \ �- / \—/ SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: \\deptstore\City Common\Ten\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l l.docx Page 20 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? SEPA Checklist Agency Comments \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 21 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. D. SIGNATURE Agency Comments Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true a comple 4the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: I / / Date Submitted: q\ 1 2 (� \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 22 7 1 Ch,- if Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 03/18/2015 Applicant Name: Family Fun Center Street Address: 7300 Fun Center Way PQ% v. City, State, Zip: Tukwila, WA 98188 Telephone: (503) 381-9590 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, mark the appropriate "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 1 City of Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please mark the appropriate response. NO - Continue to Question 2-0 1 YES - Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please mark the appropriate response. 1 NO - Continue to Question 3-0 YES - Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please mark the appropriate response. NO - Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please mark the appropriate response. ✓ NO - Continue to Question 5-0 YES - Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please mark the appropriate response. ✓ NO - Continue to Question 6-0 YES - Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please mark the appropriate response. ✓ NO — Checklist Complete YES — Checklist Complete \\deptstore\City Common \Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan20l l.docx Page 2 • l City -of Tukwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please mark the appropriate response. ✓ NO - Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 1-3 YES - Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please mark the appropriate response. ✓ NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please mark the appropriate response. INO - Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) \\deptstore\City Common\Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan201 I.docx Page 3 i City of Tukwila ESA Screening Checklist Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. ✓ NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please mark the appropriate response. lif NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please mark the appropriate response. NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. ✓ NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 4 r � City of Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please mark the appropriate response. if NO - Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please mark the appropriate response. ✓ NO - Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please mark the appropriate response. ✓ NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross -sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross -sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please mark the appropriate response. INO - Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 3-6 YES - Continue to Question 3-6 \\deptstore\City Common \ Teri \KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 5 Part D (continued) f City -of Tukwila ESA Screening Checklist 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please mark the appropriate response. ✓ NO - Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please mark the appropriate response. ✓ NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please mark the appropriate response. ✓ NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) \\deptstore\City Common \Ten\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 6 7 \ TSI Transportation Solutions, Inc. 8250.165th Avenue NE Suite 100 Redmond, WA 98052-6628 T 425-883-4134 F 425-867-0898 www.tsinw.cam APR 232015 1,7 Technical Memorandum To: Scott Huish, Family Fun Center and Bullwinkle Restaurant From: Jeff Hee, TSI Subject: Tukwila Family Fun Center and Bullwinkle's Restaurant Addition March 17, 2015 PFCEIVED APR24 2015 T it vvti,.f:; t'USLIC WORKS This technical memorandum documents the net new trip generation and corresponding traffic impact fee for the proposed structural additions to the Family Fun Center located at 7300 Fun Center Way in the City of Tukwila, Washington. You are proposing a 1,646 sq. ft. second floor addition/infill to the existing building and a 12,160 sq. ft. building to replace existing attraction, "Kid's Town", space onsite. The second floor addition expands the site's existing banquet/party area and allows existing attractions to relocate into the main building. The larger building is proposed as a 16 lane bowling alley. The structural additions do not add any new acreage to the site, the site acreage remains unchanged. The new building areas will expand business operations to better serve the public during the off-peak season, typically October to April. No additional vehicle parking is proposed. The City of Tukwila's traffic impact fee rate is $1,736.80 per new PM peak hour project generated trip, from their 2007 fee schedule. The ITE Trip Generation Manual documents trip generation data for Family Fun Center, an "Amusement Parks" ITE LU 480, based on the total site acreage and number of employees. The site area and number of employees will remain unchanged during peak traffic operating hours. Also, the parking supply will remain the same. During Family Fun Center's peak operating months, and with the additional building areas, the site's PM peak hour attendance is anticipated the remain the same; primarily, since the proposal allows existing onsite attraction space being relocated into the main building and the new indoor attraction space will be replacing an existing outdoor attraction. There are no new PM peak hour trips generated; and thus, the proposal's traffic impact fee is zero. If you have any questions or comments please contact me at your convenience. cc: Josh Peterson, Magellan Architects CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or 4ther representatives the right to enter upon Owner's real property, located at � 'k Cr LA_ , A r , t, j A CSKaor the purpose of application review, for the limited time necessary to complete that p rpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at {OV1_60utt5ln. (city), IA ' (state), on 'Zj' - ' k , 20 (Print Name) (A ress) On this day personally appeared before me 5 (O n Ut SA to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. 2 AO A., cA• 1..o NOTARY e' •PUBLIC ; z • Nfl:• � *°r�%#..1>?.••19/a t IS%,��‘. \\Deptstore\City Coop\TWAi7p \SERA Environmental Review Application-Jan2011.Docx /,i/1111110 NOTAR AY OF SUBSCRIBED AND SWORN TO BEFORE ME ON THIS `011111f1//# ti\‘MAXF/F �i 9t • residing at W S w\ IAA ,20PS gy4NVG A IC in and f th tate of Washington (54 My Commission expires on 0 CVO i /29 1 (1 REVIEW GUIDELINES Applicable City of Tukwila Shoreline Policies: Please provide a narrative discussion on how your project is consistent with or implements the applicable Shoreline Master Program goals and policies. A list of these goals and policies can be found in Chapter 6 of the Shoreline Master Program, see Attachment A to Ordinance 2344: http://www.tukwilawa.gov/dcd/shoreline.html . They are also available at the Tukwila Department of Community Development. Please discuss with a planner the goals and policies that should be addressed. Applicable City of Tukwila TMC 18.44, Shoreline Overlay District Criteria: City staff will review your project against the relevant criteria below. Please make sure you have addressed the appropriate requirements from TMC 18.44, Shoreline Overlay District in your project. Applicable to Project? Review Criteria and TMC References PERMITTED USES: The project will be reviewed to ensure the proposed use is consistent with TMC 18.44.030 - Shoreline Use Matrix, the uses permitted in the relevant shoreline environment and the underlying zoning: Shoreline Residential See TMC 18.44.040 Urban Conservancy See TMC 18.44.050 High Intensity See TMC 18.44.060 Aquatic See TMC 18.44.065 DEVELOPMENT STANDARDS: the project will be reviewed against the following development standards. Check with a planner if you have questions on whether a particular development standard applies to your project. Provide a written response to the development standards or cite a project drawing that responds to the relevant standard. General Shoreline Residential Environment Development Standards, TMC 18.44.070 B. High Intensity, Urban Conservancy and Aquatic Environment Development Standards, TMC 18.44.070 C. • General Standards • Setbacks and site configuration • Height Restrictions • Lighting VEGETATION AND LANDSCAPING TMC 18.44.080 The project will be reviewed for consistency with the SMP's vegetation and landscaping requirements. PUBLIC ACCESS TMC 18.44.100 The project will be reviewed for consistency with the public access requirements of the SMP. CPL Page 8 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits'4-11-12 SSDP 07/17/2014 10:16 AM / CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT INFORMATION State Shoreline requirements are implemented through the Shoreline Overlay District in the Tukwila Zoning Code (Tukwila Municipal Code (TMC) 18.44). Tukwila's shoreline regulations were updated in October, 2011 when the Department of Ecology approved the City's new Shoreline Master Program (SMP). REQUIREMENTS: All development over $6,416 'and within 200 ft. of the Duwamish/Green River and associated wetlands require a "Shoreline Substantial Development Permit" except the following: • Owner -occupied construction of a single family house that does not exceed 35 feet in height and/or dock construction when the dock construction costs are less than $2,500 in salt water and $10,000 in fresh water; • Normal maintenance and repair; • Habitat improvements which are part of a watershed plan; • Hazardous waste remediation when approved by the State; • Emergency construction needed to protect property from imminent danger. While a project may be exempt from the need to obtain a Shoreline Substantial Development Permit, the project must still be consistent with the requirements of Tukwila's SMP. The Director may impose conditions on the approval of exempt developments and/or uses as necessary to assure compliance of the project with the Shoreline Management Act and the City's SMP. PROCEDURES: Your application must contain all of the items listed on the attached "Complete 'Application Checklist" including Project Value Documentation. You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City planning staff prior to submitting the application. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If the application is not complete, City staff will contact you about what additional information is needed. If you do not submit the requested materials within 90 days from the City's request for additional information, the City may cancel your application. A shoreline permit decision is made administratively by the Director of the Department of Community Development after the expiration of the public notice period. The City's decision is sent to the Department of Ecology for its review. There is a 21 day appeal period on Shoreline Substantial Development Permits and no construction may occur during that time, although building permits may be reviewed. EXPIRATION: Construction must begin within two years of permit approval and be completed within five years. ' Starting in 2007, the dollar threshold trigger for substantial development is adjusted every 5 years, to reflect increases in the Consumer Price Index. CPL Page l of 10 07/17/201410:I6 AM W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 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. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials, once deemed complete, allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about appliication materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning. APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 41 2. Completed Application Form (page 7) and notarized Hold Harmless Agreement (page 9) (5 copies). 3. Application Fee: See Land Use Fee Schedule for Standard App fee. `/ 4. Project Value Documentation. 5. Public Notice Materials and fee. See item A (page 4) for details. 6. Project Description/Analysis (5 copies) and other environmental reports (2copies). See item B (page 4) for details. 4 7. Drawings (5 copies) Additional copies may be required upon determination that the application is complete: 4 a). Site Plan See item C (page 4) for details. ,J ." b). Site Cross Sections along the shoreline ., See item D (page 5) for details. „/ -/ c). Landscape Plans. See item E (page 5) for details. „I -4 d). Civil Plans. See item F (page 5) for details. e). Other plans to help explain the project such as elevations, lighting plan, signage etc. See item G (page 6) for details. 8. One set of all plans reduced to 81/2" by Ill" or 11" by 17". —./ 9. An electronic copy of all project application materials. 10. Other land use applications, as applicable: SEPA Environmental Chga ist Dessj n Review Applicationlsee TMC 18.44.110 for review criteria), Special Permission, Director, for buffer reduction requests. A. PUBLIC NOTICE MATERIALS: 1. Payment of notice board fee (see Land Use Fee schedule) to Fast Signs Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 2. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; Or provide CPL Page 2 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/17/2014 10:16 AM Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning. an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be induded. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 . PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. You will receive a separate bill for this fee anj.payment is due prior to issuance of the decision. 3. If providing your own labels, include King County Assessor's map(s) which highlights each property within 500 feet of the project, and are induded on the mailing list. B. PROJECT DESCRIPTION/ANALYSIS AND OTHER ENVIRONMENTAL REPORTS: ,./ 1. Vicinity Map with site location - does not have to be to scale. V 2. Provide: a) a written discussion of project consistency with the Review Guidelines(see page 11), or a reference on plan sheets illustrating compliance with the Review Guidelines; and b) a response to the No Net Loss Checklist (see pages 13-14). Check with a planner if you are unsure what criteria apply to your project. 6E,0 3. Provide two copies of sensitive area studies if needed per TMC 18.44.090 D (Environmentally Sensitive Areas within the shoreline jurisdiction section of the SMP). 4. Provide an analysis of river bank stability if alteration of the riverbank is proposed. See TMC 18.06.696 for the definition of a riverbank analysis and report. 5. Provide two copies of any other studies prepared for the project (Biological Assessment etc.). C. SHORELINE SITE PLAN: .J 1. The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36„ " / 2. Identify existing top of bank, landward and riverward toe of levee (or toe of bank if no levee), ordinary high water mark and base flood elevation (i.e., the 100 year flood). 3. For work riverward of the OHWM: Distance work extends into the river and distance to Federal projects and navigation channels. J 4. Identify the location of the shoreline buffer (measured from the Ordinary High Water Mark) applicable to the shoreline environment in which the project is located: • Shoreline Residential Buffer - show where the top of the river bank would be at a 2.5:1 slope from OHWM and add twenty feet. If there is not enough room on the parcel for this buffer, the minimum buffer width is 50 ft.; .4 • Urban Conservancy Buffer —100 ft. non -levee area; 125 ft. in leveed area; • High Intensity Buffer -100 ft. . • The Aquatic Environment indudes the area waterward of the OHWM and does not have an identified buffer. CPL Page 3 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/17/2014 10:16 AM Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning. 5. Show any levee/riverbank maintenance easements. 6. Construction limit lines and areas of clearing/grading/filling. See TMC 18.44.070 J for land altering regulations. Removal of any significant trees or native vegetation in the shoreline jurisdiction requires a Shoreline Tree Removal and Vegetation Clearing Permit. 7. Show public access and/or trails per TMC 18.44.100. 1 8. Show building footprint, parking lots, driveways, loading and service areas. See TMC 18.44.070 I for parking regulations. 1 9. Identify any sensitive areas and their buffers, as applicable. D. CROSS -SECTIONS FOR SHORELINE PROJECTS SHORELINE CROSS SECTIONS at maximum 75' intervals along the shoreline showing: 1. Existing and proposed elevations and improvements; 2. Limits of the applicable shoreline buffer and 200 foot shoreline jurisdiction, as measured from the OHWM; 3. The top of bank elevation, landward catch point toe of levee, riverbank toe, ordinary high water mark and base flood elevation (i.e., the 100 year flood as determined by the Federal Emergency Management Administration - FEMA), and levee/ riverbank maintenance easement and the location of the top of bank at a 2.5:1 slope. E. LANDSCAPE PLAN: 1. Landscape planting plan by a Washington State licensed landscape architect or an approved biologist. Plans must indude the type, quantity, spacing and location of all plantings, soil preparation and amendment, irrigation, weed management, mulching and maintenance plan. Invasive vegetation must be removed and native vegetation planted. Maximum size 24" x 36". See TMC 18.44.080 for requirements. 2. Show all existing trees over 4" in caliper, indicating those to be retained, those to be removed and any tree protection measures required. Any trees removed over 4" in caliper are subject to the replacement requirements of TMC 18.44.080 B.4. 3. Provide notes on landscaping sheets that address consistency of landscaping with requirements of TMC 18.44. F. CIVIL PLANS: J 1. 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". 2. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.tukwilawa.gov/pubwks/bulletins/cablist.html Bulletin A7 and related documents for further information. -J 3. Existing (dashed) and proposed (solid) topography at 2' intervals. 4. Construction limit lines, areas of clearing/grading/filling including volume and type of expected cut and fill. .. f 5. Existing and proposed utility easements and improvements. 1% $ 14 6. If additional impervious surface is proposed, provide a storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). For guidance on preparation of the Technical Information Report contact the Public Works Dept. or go to: www.tukwilawa.gov/pubwks/pwpermit.html#SURFWATER. CPL Page 4 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/17/2014 10:16 AM NO NET LOSS CHECKLIST What is No Net Loss? The Washington State Shoreline Management Act (SMA) requires protection of the natural resources and ecological functions of the shoreline environment. Ecological functions are processes that characterize the river and its shoreline and form habitats for water- and land -based wildlife and vegetation. Ecological processes depend on the geology, soil type, topography, climate, and other physical characteristics in the region. In the Green/Duwamish River watershed, key ecological processes include: • river flows, tidal fluctuations and saltwater influences; • creation, transport and deposition of sediment (for example scouring of soils, and erosion and formation of mud -flats or beaches); • transport of nutrients (from decomposition of plants and other organic materials); • provision of woody debris from fallen limbs and trees along the banks or in the water (the trunks and branches help form pools for fish); and • water quality (such as vegetation that can help to filter out pollutants that are washed into the river from parking lots and vegetation that can help reduce temperatures in the river, important for fish, especially salmon). These physical and biological processes comprise the ecological functions of the shoreline. The state guidelines that implement the SMA, adopted in 2003, establish the standard of "no net loss" of shoreline ecological functions for land uses and development within the shoreline jurisdiction. The No Net Loss standard is designed to stop the introduction of new negative impacts to shoreline ecological functions resulting from new development. Tukwila's Shoreline Master Program (SMP) defines no net loss as a: "... standard intended to ensure that shoreline development or uses, whether permitted or exempt, are located and designed to avoid loss or degradation of shoreline ecological functions that are necessary to sustain shoreline natural resources." In other words, the existing conditions of the shoreline ecological functions should not deteriorate due to new permitted development or new land use. A loss of ecological function can occur when a physical condition such as vegetation along the shoreline is removed or when habitat is altered through the construction of a dock or pier or other structures over this habitat. In order to maintain shoreline ecological functions, negative impacts must be mitigated to restore an equivalent amount of ecological function. The approach to mitigation must follow the mitigation sequencing steps adopted in the SMP (see next page). It should be noted that the SMA and the City's SMP also require improvement of shoreline functions, and therefore, some re -vegetation of the shoreline will be required in proportion to the scale of the project, regardless of whether there is a net loss to ecological functions. CPL Page 9 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP 07/17/2014 10:16 AM On a separate sheet of paper, please respond to the following questions to evaluate your project's impacts and assist in analyzing whether there will be a net loss to shoreline ecological functions requiring mitigation: 1. Describe the existing condition of the shoreline area and riverbank. For example, what plants and how much vegetation currently exist within the 200 foot shoreline jurisdiction; what is the condition of the shoreline (how steep are the banks, is there any erosion or slope failure, what are the soils like); is there "hard armoring" on the riverbank (for example, concrete or wooden bulkheads, metal sheet piling, rip -rap [rocks or concrete/asphalt blocks]), is there paving or are there any structures within the 200 ft. shoreline jurisdiction; are there any docks, piers, decks or other structures near or over the water; are there any above -ground or below ground utilities; etc.? 2. How will your project change the existing condition of the shoreline described above? 3. Please respond to the questions in the following chart - A No Net Loss analysis (prepared by a qualified biologist) must be prepared if the response to any of the questions in the chart below is "yes": WILL THE PROJECT: NO YES a. Alter/remove vegetation in the shoreline jurisdiction? X b. Alter the river bank (i.e. re -slope bank, add armoring etc.)? X c. Add fill in the shoreline jurisdiction? X d. Discharge new stormwater to the river? X e. Store or use hazardous materials in the shoreline jurisdiction? X f. Construct an in- or over -water structure? X g. Increase impervious surface in the shoreline jurisdiction? X 4. The way to achieve no net loss of ecological function is to mitigate the loss through one or a combination of the mitigation sequencing steps identified below. If preparing a No Net Loss analysis, please discuss how your project addresses the following mitigation sequencing steps (TMC 18.44.070 H.3.): a. Avoiding the impact altogether by not taking a certain action or parts of an action; b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts; c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment; d. Reducing or eliminating the impact over time by preservation and maintenance operations; e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and f. Monitoring the impact and the compensation projects and taking appropriate corrective measures. CPL Page 10 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP 07/17/2014 10:16 AM CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SHORE Planner: File Number: L1 Application Complete (Date: ) Project File Number: PC— / 5 - ,O ( Application Incomplete (Date: ) Other File Numbers: L / 5 - �� 1 E16-16e)zi L NAME OF PROJECT/DEVELOPMENT: Family Fun Center & Bullwinkle's Restaurant Route 66 Addition BRIEF DESCRIPTION OF PROJECT: New +/-12,386 s.f. addition for bowling alley and 1,646 s.f. second floor addition to existing building. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 7300 Fun Center Way Tukwila, WA 98188 LIST ALL TAXLOTNUMBERS (this information may be found on your tax statement or NWMaps.net). 242304-9063 PROJECT VALUE (PLEASE ATTACH DOCUMENTATION): DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff '; -\./` has full responsibility for identifying and satisfying all relevant and sometimes overla `it `- �3h • po ty fy g fY g pig 3� development standards, and * ,''� Sk'l, s.`"�' • is the primary contact with the City, to whom all notices and reports will be sent. PQ u +v ,vv Name: Josh Peterson, Magellan Architects Address: 8383 158th Ave NE Suite 280 Redmond, WA 98052 Phone: 425-885-4300 FAX: 425-885-4303 E-mail: josh@narchitects.com Signature: � Date: CPL Page 6 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP 07/17/2014 10:16 AM 0 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning. See also TMC 18.44.070 D for additional surface water regulations. 7. Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps which are available at the Tukwila Public Works Department counter. si 8. Show all site improvements induding footprints of all existing and proposed buildings, paved areas and any shoreline stabilization structures proposed in the shoreline. See TMC 18.44.070 E. 064 9. Show fences, rockeries and retaining walls. 41,44 10. Show docks and other overwater structures. See TMC 18.44.070 K. G. OTHER PLANS: 1. If new construction is proposed, provide dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Nfig, 2. If site lighting changes are proposed, provide a luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot-candles), and what measures will be used to shield adjacent properties and the river from glare. N/d 3. All existing and proposed signage with sign designs and locations. See TMC 18.44.070 L. .-,/ 4. Any other drawings or materials needed to explain your proposal. CPL Page 5 of l0 W:\\Long Range Projects\Shoreline\New Shoreline Permits\44-11-12 SSDP Permit 07/17/2014 10:16 AM CALL BEFORE YOU DIG 1-800-424-5555 1-40' 0 20 40 80 LEGEND: SURVEY MONUMENT EX. POWER VAULT EX. LUMINAIRE (LUM.) EX. LOT LIGHT EX. POWER POLE EX. JUNCTION BOX EX. CATCH BASIN (CB) ❑ EX. CATCH BASIN (C8) TYPE 2 EX. SANITARY SEWER O MANHOLE (SSMH) EX. GAS METER EX. GAS VALVE EX. WATER VALVE (WV) EX. FIRE HYDRANT (FH) MAIL BOX EX. WATER METER EX. SIGN EX. WATER UNE EX. SANITARY SEWER UNE EX. STORM DRAINAGE UNE Why EB EX. POWER UNDERGROUND —PIUOJ EX. POWER OVERHEAD EX. METAL FENCE EX. WOOD FENCE EX. CONTOURS PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM ORAN FLOW ARROW PROPOSED STORM DRAINAGE LINE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT PROPOSED WATERMAIN • W PROPOSED FIRE HYDRANT • 14/4 PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED 90" BEND PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS IXISTING PAVEMENT P(aH) PROPOSED PAVEMENT PROPOSED CONCRETE 23.20 go UTYITY CONFUCT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOU4)G THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMtt, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBUC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL 8E REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL HSO RE THE RESPONSIBILITY OF THE CONTRACTOR. 7 N72'00'351 14.42 7 A PORTION OF THE 7 • 'I 7 7 ca.404 ,ixtR COVER SHEET FOR FAMILY FUN CENTER NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON l//////// - 2// // }'\ N55'dnzf i '55OOp0, 9� 9�� \ A=20'11/' 41 �Q R=18 .08' ,()_ 15 .61' 11 G HORIZONTAL DATUM — NAD83(2011) THE BASIS OF BEARINGS FOR (HIS SURVEY IS NAG83(2011) BASED ON A UNE BETWEEN WSDOT MONUMENT ID NO. GP17405 AND WSDOT MONUMENT ID NO. 5371 TAKEN AS SOUTH 34149'31" EAST. VERTICAL DATUM — NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88. WSDOT MONUMENT ID NO GP17405, BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE 5. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 US FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON OS' TOTAL STATION, "TOPCON GR5" AND 'YDS RANGER" DATA COLLECTOR SUPPLEMENTED WITH GPS AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, ANO TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 98168 SURVEYORS NOTES: 1. UNDERGROUND UTIUTIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA N0. L98-0028, REC. N0. 9806309017. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY; THEREFORE, NO EASEMENTS OF RECORD, IF ANY ARE SHOWN HEREON. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. INDEX TO SHEETS C1 OF 5 COVER SHEET C2 OF 5 EXISTING CONDITIONS MAP C3 OF 5 PRELIMINARY TEMPORARY EROSION AND SEDWIENTATION CONTROL PLAN C4 OF 5 PRELMNARY GRADING AND STORM DRAINAGE PLAN C5 OF 5 CONSTRUCTION NOTES AND DETALS L1 OF 1 LANDSCAPE PLAN ppR 2 3 2015 w c ncc cc 0 FAMILY FUN CENTER FAMILY FUN CENTER 0 3 z 1pg 1 1 ,5 pp 1 1 0 Rn Lnec wZ z w z 01 UD CO < N 1 3 u N LL Y Dale/Time:4/16/2 11 E 5 CALL BEFORE YOU DIG; 1-800-424-5555 EXISTING CONDITIONS MAP -T� 1'=20' 0 10 20 40 URRY CONFUCT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING UTIIITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILMES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SWILL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARLATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISIEREU LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPLA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION. ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILNY OF THE CONTRACTOR. A PORTION ORDINARY HIGH WATER MARK AS MEASURED IN THE RELD ON 3-31-2015 WATER UNE (3-31-2015)� / / - N7730'351E //jam 55��a- x03o� / i- �� i J/ .," —�% - y ? i / / n z 7 CHAIN UNK FENCE 01 . CA11CH BAST BURIED Ana OF THE NWY4 & ORDINARY HIGH WATER MARK AS MEASURED IN THE RELD ON 3-31-2015 WATER UNE (3-31-2015) IX. oyG5 B/0.51N, TYPE 2\N Y'•>' R11/=31.23 ` IE=26.79 (18" W O.Re C' IE=26.84 . CATCH BASIN' = 31.15 `_ 5E 28 = 2: FOR FAMILY FUN CENTER THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON „.//,/ //4:/p/ •••( /4,255,— TCH BSI RIM=31.59 (8' NW) IX. YARD RIM - (NOT x r• . CATCH BASIN, RIM=31.58 IE=27.04 (18' E) IE=26.74 (18'W) E.'\YARD DRAIN \RIM = 32.19 ( (NOT DIPPED) CATCH BASIN- ' .29.44 (6' SE)7' IE=28.79 B' 50 ° EX. 55CO LIT' EXISTING BUILDING IX. ROOF DRAIN ORDINARY HIGH WATER MARK / A81.EA911RED N THE FELD ON 3-31-2015 EX. LOT UGHT o -„ 71 A=20'11'41• 1860.08' \L=655.61' / CATCH BASIN RIM = 30.84 15" ADS 5 = 27.86 6' ADS ENE - 27. 18' ADS NW 27.56 PVC W=27.99 I;) IX. CATCH BASIN RIM = 31.24 a, (NOT DIPPED) EX. CATCH BASIN RIM = 30.49 15" ADS N = 27.94 • A05 5 = 27.99 6 5E= IX. GUY WIRE `/ -OO26 IX. CATCH BASIN RIM = 31.59 (NOT DIPPED) a 0-1 2 EXISTING CONDff1ONS MAP FAMILY FUN CENTER FAMILY FUN CENTER I 0 8 W 13 N N 0 0 Y 11 E E to � N U CALL BEFORE YOU DIG: 1-800-424-5555 PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 1=20' 0 10 20 40 DEMOLMON/T.E.S.C. KEYNOTES O EXISTING CATCH BASIN/YARD DRAIN TO BE REMOVED. 0 EXISTING SANITARY SEWER CLEANOUT TO BE REMOVED. 0 EXISTING CONCRETE SIDEWALK TO BE REMOVED. ® WALL OF EXISTING BUILDING TO BE REMOVED. OS PROVIDE CATCH BASIN PROTECTION ON ALL EXISTING CBs ADJACENT TO CONSTRUCTION PER DETAIL ON SHEET C5. EXISTING GATE/FENCE TO BE REMOVED. MUTT CONFLICT NOTE. CAUTpPk THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIUTY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTAHON THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATKNS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DtSIHUYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. ciAeo“' ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER UNE (3-31-2015)\ /— - N7730'35'E 55i �JO�'�,,��_ _/� i' /— /yamj 0��/%� Oj_�i _ It�o:-� \\�� j� ___ ei j►�; y// / FOR FAMILY FUN CENTER A PORTION OF THE NWY% & THE NEY% OF THE SWY% OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. WATER UNE (3-31-2015)1 ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 '� — / i �/ / • ( .4. _—TUT.- .... E \ I, �G. EX. TCH RI . 23 IE=21.9 (1 NE) =21.61 5' SW IE 21.9 /(12- IX. CHAIN UNK FENCE . CATCH DAB BURIED . CATCH BASIN = 31.15 SE-28 NW=2: CITY OF TUKWILA, KIN • G COUNTY, WASHINGTON /,/,, ///./✓//Az, • J�• i�Y` x\\\ RCN BASIN RI 9 (0' 8B' NW) IX. YARD RIM = (NOT INiERU 5 4L ON EASEM 050223000 4 . CATCH BASIN. RIM=31.58 IE-27.04 (18' E) IE=26.74 (18' W) EY.\YARD DRAIN V2W = 32.19 MOT DIPPED) CATCH TMSI 4114.41.90. 1E129.44 (8' SE)'j'� 1E=26.79 (8' 0444/ 4 IX. ROOF DRAW ORDINARY HOW WATER MARK / A8 MEASURED N T1HE FELD ON 3-31-2045 IX. LOT UCHT LA CV Crf C'V Ce 0- L/-002� IX. CATCH BASIN RIM = 31.59 (NOT GIPPED) n Z 7 oa 8=20'11'41' 1860.081 \L=655.61' IX. CATCH BASIN RIM = 31.24 (NOT DIPPED) CATCH BASIN RIM = 30.84 15' RGS 5 27.06 6 ADS ENE = 27. 113' ADS NW = 27.56 'PVC W 27.99 FaSR .,.m EXISTING AC. PAHQ90 TO FEMAN X. CATCH BASIN RIM = 30.49 15' ADS N = 27.99 ADS S = 27.99 IX. CUT WIRE EXISTING BUILDING TO REMAIN .2 A z az 0 c > acc o cc O .no- p >- Q W cZc 0 w V, 2 FAMILY FUN CENTER FAMILY FUN CENTER - LL 0 E _y L) U CALL BEFORE YOU DIG 1-800-424-5555 PRELIMINARY GRADING AND STORM DRAINAGE PLAN r 1'-20' 0 10 20 40 UT1JTY CONFLICT NOTE: CAUT1CPk THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UDLFRES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WFTH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMONNG AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHNL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. c,,e0A°' / • ORDINARY HIGH WATER MARK AS MEASURED IN 1HE FIELD ON 3-31-2015 WATER LINE (3-31-2015)A _.// xaE. X. GATE IX. CHAIN UNK FENCE 0 . CATCH BASIN BURIED A PORTION OF FOR FAMILY FUN CENTER THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER UNE (3-31-2015)1 I 1,4 .j730'S5'E ----55:Oa EX. D33G4r IN• TYPE 1\\ RIM=31.23 IE=26.79 (18' W C•� T IE-26.84 R CAT30.C20H, IE=25.89 (12' - 7 (18' . CATCH BASIN - 31.15 SE 28 NW= 2: CITY OF TUKWILA, KING COUNTY, WASHINGTON / ' ' / / / / ' / ' �")J'i/ x\\\\\\ ,\A\\\t \ \— TCH BASIN RIM-31.59 (a' NW) EX. YARD RIM - (NOT N LINK IN7ERURB4N ON FISEM 502230 EX. CATCH BASIN, RIM=31.58 IE=27.04 (18' IE=26.74 (18', CATCH BASIN ,/ R0=51.90 CA29.44 (B. SE IF=24 79 Or NW) \ \ FF=3 AJ% B8' PPyyCC USE DRAM•10c: ECT10Fl R00F ORDINARY HON WATER MARK AS MEASURED 10 TFE HELD ON 3-31-2015 -b / / i2t NW a« /NEW CONCRETE LAWNS \ / 80MELT TO EX31N0 SIDEWALK EXISTING BUILDING FF-32.41 EX. ROOF DRAIN EX. LOT UGHT `sue i VT) oo�m e-zo•n'a1' R=1860.08' L=655.61' I . CATCH BASIN RIM = 31.24 (NOT DIPPED) CATCH BASIN RIM - 30.84 15" ADS 5 = 27.66 1' 6. ADS ENE = 27. 18" ADS NW = 27.56 PVC W = 27.99 . CATCH BMW RIM - 30.49 15' ADS N = 27.94 ADS 5 - 27.99 50 6 S E 85� = 28.12 IX. GUY WIRE 0 zQ 0 Z 0 CC Q � Z cc cc cc tL Z cr 1.0_ W w a_ FAMILY FUN CENTER L 15 -0020 EX. CATCH BASIN RIM = 31.59 (NOT DIPPED) CC r Y J u_ Lt 0 GENERAL 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433-0179. 3. Request a Pubic Works utility inspection et least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved a current c of Cityof Tukwila Development Guidelines and plans, andcopy p Design and Construction Standards available of the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 1 LAIl surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates. North Zone. using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permit tee shali provide conversion calculations to NGVD 1929. 12.Replace or relocate all signs damaged or removed due to construction. 13.Retain, replace or restore existing vegetation in rights -of -way. easements. and Access Tracts. CONSTRUCTION 1. All work performed shall be per approved plans and specifications only. The Permitiee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shot be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right-of-way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close on access. e. Ali roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires preapproval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes. catch basins. and valves to public rights -of -way or easements after asphalt paving. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water Design Manual. unless otherwise approved. 2. Mark all storm dram inlets with "Durnp No Waste" and either "Drains to Streams". "Drains to Wetlands". or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. CONSTRUCTION NOTES AND DETAILS FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction Is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures. the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. 0y October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch al seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a Ilea against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair. restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall. with the Director's approval. remove all sediment deposition resulting from project -related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and speciftcaf tons and associated permits on the job site. Work shall be performed in accordance with al federal, state, and local laws. 11. As the hot order of business, the Permittee shall install erosion prevention and sedirnent control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas. their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards In effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and com with the following: g pN g a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all rood drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. INSERT SHALL BE DIRTRAP ULTRA DRAINOAURO OR APPROVED EQUAL. OVERFLOW PROTECTION SEDIMENT COLLECTION CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOtt4IILE MATERIAL FABRIC IS IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDA11ON AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MIA) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: WATER FLOW RATE: PREMEABILrTY: DIMENSIONS: SKIRT: SOCK FILTER/SEPARATOR: 85 Les 110 GPM/FT2 0.38 CM/SECOND 24"x38" 10" D x 24"L DISPOSAL REOUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS 45 40 35 30 25 20 15 10 5 1h.-s'L:1. ♦ .J r. � 1 v APR 2 3 2015 •T - L - -_ -- _ + -- - � r - -_ - _ .. _.___ .- _ .. = rw 3 I _ -. ----NEW-3UILDING ADOMON_ - S r bi z r - -}y - - --' - INTERURBAN TRAIL - Z _ -- II - _ _/* _ _ EXISTIN Y GRADE t i eg -0+20 40 35 30 25 20 15 10 5 0+00 1+00 SECTION A -A SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 2+00 1 t --_i rtNEw . -_rtsl AMMON 1F-32.41 BUILDING - ._ T -8 n. _- ... ._.._ - _. ____- 1 1 < - -INTERURBAN i ____ -iRNL--- } --tirECT1ox / - nR 9+30 10400 11+00 SECTION B-B SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL 40 35 30 25 20 15 10 5 40 35 25 20 15 10 5 2+20 2 0' 8 FAMILY FUN CENTER FAMILY FUN CENTER 8 0. N N 1.0 CO Li E z 1) 8 LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES 1'-20' 0 10 20 40 E LANDSCAPE PLANT MATERIAL LEGEND FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. CITY OF TUKWILA, KING COUNTY, WASHINGTON $4 / SYMBOL BOTANICAL / COMMON NAMES CONDITION REMARKS 0 Rign PRUNUS LAUROCERASUS 'OTTO LUTKEN OTTO LUYKEN LAUREL NANDINA OOMESTICA / MOON BAY HEAVENLY BAMBOO GROUNDCOVERS: ARCTOSTAPHYLOS LAVA-URSI / KINNIKINNICK 15"-18" HT. MIN. 3' O.C. 18" HT. MIN. 2' 0.C. 1 GAL., 30" 0.C. FULL AND BUSHY 3 CANES MIN., FULL AND BUSHY. MATCH HEIGHT & FORM HOLD 12" FROM BORDERS, SHRUBS AND TREES OTT. 07 23 COVER AS REO'D NOTE PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PUNT QUANTITIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1. AN IRRIGATION TSi IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR SHALL SUBMR IRRIGATION STSItM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL i1 N5520' / // / j• NG POND 4 EAST, W.M. O Ec \ J Oc = 00- - S 7G O g. OO 1m 2 7, 0 A-20'11'41" / =1860.08' L=655.61' / Li') N M 0 L, l5-a2 0 0 Z 0 J O 0- Z 0 J z LQ c§ 0-0 U 0 FAMILY FUN CENTER 0 Z W W Q0CVCO C z 0, <0 0 N Q I 1 • CV N CO LO LO Div TUKWILA, WA FAMILY FUN CENTER Dote/iime:4/ 1 b/LOt b FAMILY FUN CENTER — ROUTE 66 ADDITION & ALTERATIONS FAMILY FUN CENTER 8 BULLWNKLE'S RESTAURANT 7300 FUN CENTER WAY TUKWILA, WASHNGTCN 91116E 1 -J Magellan ARCHITECTS 93E31531A Awxr NoArrL WM220 Redmond, W d* 93052 Tr (425) 3254300 Fu (425) 2254303 o zn ows e Magellan APR 2 3 2015 n c DERE 11.166 4. E 5224 AMIGO GNU a ASCEL ./ POPOTJ1,646 4 D➢,W9016 EOS0S 0* RO01 EL T� n L _ ,J OGRE 12.110 Mqt sr�\ i 1 211.2 SOALE: AS NOTED PLOTMTF 000 PIE 1F145 A11 *0464NSER a.'n5 PEDIGO: DPAYM _ DVWJOP OENLARGED SITE PLAN N SCALE: 1" =10' D os 1D 20 ao b /5-- iOW ENLARGED SITE PAN A1.2 KEY NOTES Y.10 x.1 Y.9, Y.8 ' X.3 Y.6 X.5 2 Y.4 X.7• � • 1/2 JB-00 AREA OFM.< THIS SHEET 20, lit 1- nS-IT 11/12' 1 I I, X4 X.6 N , , \`` \ , \N.X.8 Y.7 Y.5 ♦ ' (5 • 10..1'.5/32. x.9 X.10 Y.1 Y.2 f 1 O 3 p OW. TARNO NOI-LEAMD moo WALL DEMO.SING POLL,DOOR AND DI MO N ma FOR 2 99101iON 10MOTION Nw L7 Lan STOR ONT FOR PEN ENT DDm p PROW ENS EAT DDaR 00 NOLL N 1. DEMOLITION NOTES OPINN .01.1NON PRINTS AND INCLUDE Mt COSTS OF SUE N CONTRACT PRCE F ALL ITEMS LABCN AS WDIG8J �501 �110 COMPLETE 8IW?XN AND .0vAL OF SHAG KEEP CONSTRUCTION AREA TREE OF OUST MO DEBRIS FOR NNE DRAWN OF CD1 0 IF ANY QUESTIONS .ARISE AS TO THE REMOVAL OF ANY MATERIAL CLARIFY THE PANT I 0.SITON NTH ME ARCNTECT BEFORE ROOMING E AT NNRETDN Of .0IJDON NOON(. THE CONSTRUCTION AREAS SHALL BE LEFT IN 'BROW CLEAN' CONDITION. KL DEBRIS ANO Nsm A=WS RATER., SHNL BE _ ALE .14S .0vM. SHALL DEPERFORMED N ACCORDANCE MIN &EpI IG MANA.RIT F NE0.ERIENR AND PROCEDURES G B110 AS ➢SPECIE➢ BY NC I/ANA-0ETT. ALL WOE. FRANCS. NAROWAR. M*AW [0C4 I1FM PUM0N1G RxnNES. Ul l mum, (NOUONG D0PM:POUTS AN0 FUJIRESFNTS). AND SPECIAL MUNDT SHOW N R REMO. STAG BE CI. AND ERE ❑ DEFECTS. PROTECTED, SAND u0 REDS➢ AS OWED DOWN, OR RENRFD 10 MAC STOCK. PARTITIONS TO N REMO., PROW AND CAP All PACTS, SNITCHES. MRES. THERMOSTATS. ETC_ TO THEIR SODRCE GC SRAM BE REPONSNI£ FOR PATONNG AND/OR REPANNG ANY DAMAGE CAUSED BY HM OR NS SIB. TO FUSING COvsmucnox PUBLIC CIMIDORS. RESTROWS OR TENANT PACES RE NSN TO MAT W BISTNC ADJACENT FINS, OR AS NOTED HERON. NO EMBK SANE DETECTOR. RR. ADDRESS SPEAKER, PPE ALARM BM OR SUM RTK£ NawN1 M ASSOCIATED ORM SWL EE DAMAGED °HMO O19. SESEDENT CNKS TRUCDON R1OCADCN OF SMOKE CDETECTORS.DETECTDETECTORS.PORKK ADD000RESS REAPERS AND 5 AL. ED 11, 00 NECESSITATED BY TEN tl112011 n1. SAL RE ACCONRUPD AS A FIRST PRIORITY. MO PERM PLANS NO ACME SMN.E DETECTOR PAL BE CO.. CR OMRMSE .0. OR MD F. O'NER THAN ITS NT.. PIAAU; N RENOVAE OF ANY EO RMINT. GAMIC SNITCHES AND CONDUIT RRIANINO TO DATA/COMMUNICATIONS AND TELEPHONE SHALL 90 ARVID MM TELEPHONE COMPANIES AND TENANT L REHM ALL DOSING MATERIKS. YN101 WORD CAUSE RIPS OR DEPRESSIONS IN NEAR 10OORNG .ATACE, SUCH AS FASTENERS. ORES CORES 00. PLATES. PESIOENT FLOOR MERNGS. CARPET. CARET P. OASTS PATOI, CONCRETE ELL N.11.0. ETC M. DEMaTIDN 8 NOT NEUSS., IYITD TO NUT S SHOWN ON ONES TIE WENT IS TO RO IE M GENERA SCOPE OF CEM01.111CX RE.. TO COMPLETE M NOW N ACCORDANCE MTH THE CONTRACT DIMS N. RATED MS SMALL NOT IE MIURA,/ IHLESS DE RATING N M.WTANER 0ALL 11w*s 910A0 BE LOSS.. AND NOT vARY MORE MAN 1/1. N 10-IT THE CS PINT NOTIFY ARCHITECT Of ANY CONICS THAT 00 NOT MEET INS STANDARD DEMO LEGEND =_=0 EASING WOW) WAILS, DOORS RB1TS, CABINETS AND SIESWNG TO BE REA101ED (SHOAT DASHED), INCLUDING E0EG1RCAE ITEMS ATTAam TO WALLS. EUPER TO ROOTS RAN FOR EXTENT AND DIMENSIONS RE -USE (DENS IN EXCELLENT CONDDON, OR RETURN 10 ONKR EON STORAGE. EASPNG CONSTRUCTION TO REMAIN. 2.4508'SCAIE: AS NOTED PLOT OATS L- U CAD PBE 14145 AT1 JOB MIRIOBR N a. C E0(FD. CRAM SIA1tER-'RELI'.E. CEPA, ;R. FIRST FLOOR DEMO PLAN FIRST FLOOR DEMO PLAN ?' SCALE: 1/8' =1-0' 0 4 8 iB LEGEND NOTES: I RUM TO REFLECTED CEIl?0C RAN F8R 00NRE RELOCATION INFORMA0ON A2.0 KEY NOTES Y.10 Y.9 2 3 X.3 � \ X1 Y.3 n • N M-) I5/BY X.7 A=1 T5/]Y 25 A C D E F' H L/5 -0a,29 • onTro xOl-RAbC WED. NHL • NH15/E5PN041T'0110AGE FOR Mow LASH TM AREA Sxl[IIAUL. AVD. mu. To won F.. NE.O R. ADO. ALLATax Mal. RATING DEMOLITION NOTES OBTAIN DFNOIJDON PERH. AND iNCLLOE All COST oF s. IX COIMACT PRICE. 9. FURNISH ALL LAB. AND NAEI0LS,ED.TExt 10 co.. OENEETIoN AJD RNOVH OF ALL IRIS AS WgUTEO C. GC SHALL KEEP CONSTRUCTION MO FREE 10 OUST NM DEBRIS FOP 111E WM. OU MOW. D f MY CIE5IMNS MISS AS TO M.O. OF ANr IAA. . OAR. ME Pow AI CUESIgv IN. THE MO ER BEFORE PROCEED. E AL CONKED. OF .0.10N NORM, iR CCNSONCTCN AREAS SHALL BE LEIr IH N COxpxM. ALL Boos AND N.LIANEWS ...BATS ALL BE RENO.. F. ALL OPns .OVAL 9WL BE PERFO . In ACCC.. TAM BUADNG wANAO1IFNT RE .O.THS AEA PROCEDURES ,S MIMED BY 1411I5I0 NM,CFLEM. ALL DOORS. FRAMES H.PARE. IEpA1[H MO. PIIAENG 1KnRE1 W1T F10WS MOM. 110wsv00T0 AND 1warSCENTs1, NU SPEON. Ecul NT SHOWN TO BE I.N0H0 .ALL BE RENT MO FROOF C1ECs. PRODDED. SA.. R.AID UASDIRECT➢ HEROD OR R11 R. TO HALL. ST. IN PARTIVONs To BE BRIOND. BEN. CAN A D CAN OUTLETS. SMTCHEs. AIRE, 111.00TA0STATS, ETC, TO ITER SOUP. GC SHALL BE RESPoNs<4E FOB PATOHNG MOOR Op.. ANT DAMAO CAUSED By HAI OR NS 9JPoG5 To Ensom CONSTRUCTION RUE. M.O. REM.. OR IExMT SPACES Rox. to Wtp DOSING .ACKNT RNSH. OR AS NOTED RETINA 00USING 51410E OEIECIOL PUB.FOOt055 SY.UER, DR HARK B010R .NAR 122E NOIAWG TIE ASwCIAIEO WHO 9Ull OE 004N0 WRING O1I41ION AHB SODE.11 CONSTRUCTION RRO[A1ON OF WOO RRCIORi, NBLC ALIOREs SINNERS AVHPU HED AS A FlIRSSTT MOOD, EOLAR.NA) p�THE FV.TED RNs ACOM sNtl(ECONSTRUCT. OETTECTBE OR COMBED OR OMERWff RFNOWD OR USED FOR OMER MAN ITS MENDED PUMtl9. K REMOVAL 0 Mr EWxNN1, CABLING SWTOES AND MOAT !PERTAINING TO BATH/CEMNIKKAMINS TAD MO NOA 91*LL BE EOM WM TUN. CO.. IENML FOWE ALL ENSTNG NATE., W5H *HAD CA. R1S510 ODOR.DEPR1. NEW 251 RSOR N ODORS.A. 3JW AS FASIERRS OUTLET .ES1R TARS UENI FLOOR vi.04 CAWEI, CARPET PAD. RASH PAT. CCWLSEI0ELL RrW. or ION IS NOT NERSSMEr MOD TO WHAT IS 9104M EN O. TIE MfNI Is TO ME .ERAL SCOPE OF DEND . REQUIRED TO C.a.. WOK ry DANCE WM IKE CONTRACT OXCS. RA. HALLS SHALL NOT Br PENEMATED INLEss DE RA. 5 NNNTNNED 0 HL ROMS 90A0 BE LEML ARO Not vAR0 NOS MAY I/1' N 10'-0. ME GC 91ILL NO, MCHECt OF Mr cora.S MAT OD NOT WV RRS STANDARD DEMO LEGEND [0011NG N1IRIOR WALLS. DOORS, RELIES. CABINETS AND SHELVING TO BE RENOVEU (SHOW DASHED), INCLUDING EJCIWCAL 11Eu5 ATTACHED 10 MALLS. ROFIt TO FLOOR %AN FOR EXTENT AND DINEN90NS RE-05E HENS EXCEUFNT COND OOH. CR RETURN 10 O5NER POP STOBAC£ FASTING CONSIRUGION TO REMAIN MOW SCALE: ASNOTED PLOT..TE ON0LE 14-145 A21 JOB NUMBER CIEDKEIS PRAWN: STATUS: OSECOND FLOOR DEMO PLAN Z SCALE: 1/8' = LEGEND NOTES: REFER TO REFLECTED CMJNG RAN GO) U11URE RELOCATION INFORMATION SECOND FLOOR IIEMO PLAN A2.1 KEY NOTES X.1 Y.8 Y.9 x2\ Y.6 X.5 Y.4 - - X.7 —f 2 3 4 5 6), 2D-I 1/2. AREA OE WORK THIS SHEET (NEW FLOOR FRAMING ABOVE) 1 [4 I 1, 11 ,[ ..,•• / , , [ I [ I I • ,.,,,,I ' -----'7/ El # * • -- A *4' . • / 1 `' • 1; \ \ • / I / * --:-: rt' / / :I- t- - - 3S-F01-6/2 223.-It DM. PROPOSED FIRST FLOOR PLAN SCALE: 1/8" = 1'-0' • riV3.0 • ?[ \ 2(.8. \ : • ' - !.• , , ",-.- / „, 7 ssi -./ ••'\\ VAT IS/32. Y.3 LTG Y.2 6 C - F [ G — H • COT. RV61126ii1lij4I0n 6141010515 ▪ pooR IN MING NORDRONT sym PLAN NOTES A DO NOT .1.1 DIES KRTITH %TENSIONS GOVERN 412 PARMITN.A.S NMIL BE AS .0% ON PAR°. PLAN N GSE CF .TUCT NOWT ADMIRE MD. PUN BY ARCM. TAKES PRECEDE. 0. ALL ODER P.S. B All %PRIM BO. %MOTHS SHALL BE TAPED SPACINED AND SANDED SPOOTH vAnt NO TASBLE JONES. PATCH AND ROND SURF.S TO ADJA.T OR ANON. SURFACES .RE REOUITED ALI SURFACES SHALL BE WW1. C ALL PAR.. ARE DIMENSIONPD FRIDI MOH FACE CE CID TO M. FACE Ok% %DES OMERVASE NO.. ALL 01.90MS '01.0.• OR TILF SNAIL BE MANN. AND SHAD ALLOW FOR THICKNESSES OF ALL WALL FINISHES 12 0.N D DIMENSIONS MARKED 2 MEAN A TOLERANCE NOT TEA. NOR SMALLER THAN 2 INCHES FROM INDED. [WENS.. DON .rf HOD DN.NONS EXCEED. TOLERANCE AROPTEOT SEP. ASTOTTECT% .ROVAL E NOWT ARCHITECT N WM. Of ANY DISCREPANCES OR CMFUCTS IM ME LOCATION%) OF NEW CONSTRUCT.. UPCN COWL.. Of PART.; LAY. ROM ARCHITECT. PiliFICADCM OE ME LAMA TO BE FRONDED BY 'ME ARCHITECT PRIOR TO RAMO° INSTALLATION F RITIA TO SHIT A01 FOR .11110NAL NOM. LE.DS. SMOOLO 471.MATIONN AND .03.5 G ONENSIONS LOG.° DOORS ARE TO THE NS. 0. OF JAMS VON H METTNS TO ACCURATELY LOCATE FINISHED FACES N THE SAME PLANE .fT MONO 405100IE AS REM. TO R.XE NEW FLOWING W.I. THUS PEENS.PG 1101..E LUMPS OR DEPRESSONS J All SF. BE NICHED MO NS.. RINE .1 SW. AND TRUE K RD. TO IRLITORK SHOP D. FOR SPECIFIC DETAILS Of C.DINATION BEN. DROVALL/101111031 CONDITIONS L ALL USING . PEW PL. PENFIRATENS MANG STALL DE PA.0 ANO .LED 1.4 ACCORDANCE Ihnl THE N.C.% IMMO .. CODES LI ALL MILL.K TO BC FAMED TO TIE FARM. PRON.. -COMBUSTIBLE °LOOTING FOP ALL MILLWORK NOT SUPPORTED BY R. OB MOTE ,-0" HT. NI CONCEALED WADER tr BLOCKING TO DE FIRE TREAED II GC TO PROW SKICD Di. rr CASON. WALL LEGEND SHADED WALLS INDICATE NEW WORK: PART SON WALLS EDGMB CONSTS-JCOON TO REMAIN ° FE EASING FRE EXTINGUISHER TO REMAIN LEGEND NOTES: I PROT. 201524101010010*025 AIL KT ARIAS. MD BLOCKING BEHIND NI FIXTURES 2 FURNITURE SHONA ON PUN IS FOR REFFTENCE PURPOSES, ONLY AND IS NOT Di °IMAGE 00.N. Z/5-80`d20 • uJ O • (I) 0 Lu• g Z I A' L11 ti () < Z c D Z 6 >_ 0_4 _ — z • a2s Mae SCALE ASNOTEO PLOT OATE cAD FLE 14-1453J21 CXECNErk LCP DRAM JCP STATUS: PROPOSED FIRST FLOOR POW A2.2 KEY NOTES z I1 II II EXTENT OF NEW FLOOR ABOE 7 8) 24_.2 I/2 m._B. 2,7I o': ® ® WOMENS BowuNG — CHECKJN O C' CD -5 I/2 BOWLERS LOUNGE I _.1 ) 11.-B 1/4' PRIVATE EVENTS, PRNATE EVENT.2 19.1/4' T.O.IANgNG I RAMP 20 0 7 5% t - I+I 8416. 20. 0 7.53 1 — 11 K) L; II 11 ii PROPOSED FIRST FLOOR ADDITION PLAN SCALE 1/8" = 1'-0' 36'-5 1/2' WALL FRWNC PP GDEPXE 000R IN DOSING B1Dno8a T 6nTY Q9 AOVARE .Au PWTn[N PLAN NOTES DO NOT SCALE OWL, MRTIEN NMFNSNNs MON. ALL PARTTON Loon LL BE As SHORN ON PARIPON PIAN. N CAsE of CONVECT Non, AAcontor VIAL nnON P. BY ARCHITECT TARES PREcEOENCE OKR ALL OMER RANs ALL Gyps. BOARD pARRuoNs 91ALL BE TAPED. spARALED AND sm. woo. WM NO NAZE AM. PA. NO REPAIR SIWfACES i0 NATCH .AGENT OR ADJOIN. 9AFACES WERE REWRRI. N1 SRFU£S 0. BE NAACO. O ALL PennWF15 ARE ORURO. FROM no. rAQ of NO TO it. FACE Of OkO INIESS OMPWSE NOTED Au DYENSNINS Oran 'CLEAR' OR 'OA .1 BE NANTAtED WO Sell ALLOY. rCe T.[xxE55E5 Of NL RAIL ROES URN DNEN9Ms NARMEO i .x A TOPW CE Not DiGTER XW SWll➢i MW 2 WOES FROM NMCAIED WLN9ON. V ON. VERFY FIELD MMJIRLNS D.E..% TOLERANCE WM ME ARotrucT SEaxE .wwrzcrs APPROVAL NO11MY ARCHITECT IN LYING CE ANY 0SCRPWOES OR CONFUCTS IN ME LOCADCN(S) OF NEW oNSMWnCN. UPON CONR.0.1 OF PARnnPN UYWT. NOMY ARE. . .0.. OF TM LAYOUT To BE PRO.° BY TIE ARcHnuT RROi TO PARR. TA /TOL F RPTA TO 9EE7 Lot rat ADDONNM x0TEI. LECEWS. SYMBOS ARIFENAT*s, N. C OYFNSpNs 1OC.11NG WOKS ARE TO TIE 1149OE EDGE or JAMB. UO.N 'NI ' YEWS TO AWMATRY LOCATE mos. FACES N ME S.WE PLANE MODIFY ESNSMG M.A. AS REWINDTORECOVE NE. FLOORING YARRIALS, MJS PREVENTING NOICEAB11 LUMPS OR DEPRESSIONS a AIL WORN SHALL BE ERECTED AND NISTA.° PLNYB. LEVEL. SWARE MO ICE. RPIR TO 2100N8 SHOP D. FOR SPED. DETAILS Of COCRONARON .N. OROTALl „IC L AFL ENS1B1MD tut FE. PBEIRARNS FOR PING SNAIL BE PA FIRM Om AND TEMED N A.R.. WM E AMICABLE BARK utO F,E COOLS 41 wLLNgM TO BE FASTO. N MC min. . ERMOE xCN-COMBUSnBIE WOW FOR All Y IXORX NOT AIFPO.i1FD BY FL. OR MO* 4'-O. NT ALL con.. LUrffRR.000 N BE ORE TREATED U. TO Teo NW SHOP DINGS FRO C WALL LEGEND SHADED WALLS INDICATE NEW WORK ARV. .AL0S DOSING C0JSIRIKT N 10 REMAIN b FE EXISTING RNE E%0NO2I91ER TO REMAIN LEGEND NOTES: PROVIDE WATER RSSTANT GMB N ALL MET AREAS. MD ROCKING BEANO Ill FIXTURES 2 FURNITURE 9101M' ON RAN IS FOR REFERENCE RNP0SES, ONLY MU IS NOT N CONTRACT. UOII yli +1 211rSCALE: AS NOTED ROT DATE: CADE. 1F146A31 JOB NUMBER '+5 DRAM JCP STATUS: PROPOSED FIRST FLOOR ADDITION PLAN A2.3 l KEY NOTES Y.10 X.1, Y.4 Y.8 Y.6 EXIST. RECEPTION Y.9 EXIST. STORAGE X.2; EXIST. OFFICE EXIST. ELECISTOMGE WOMEN'S O_ Q £TIT 4- c C,). PARTY ROOM. 0, 814 SF.I(50 0 C MAX) PARTY ROOM K 752 S.F. (50 0. MAX.) X.3 X.5 X.7- RE-1 IS/ST PROPOSED SECOND FLOOR PLAN PAR. R OOM. 1950 5 F (440 OCC MAX) STAIR UNDING 87_9• 221'-11 11/32' BRIEFING ROOM 206 SF. (N.5.0.) 20-7I/O IBA I/O' X.4 / • / —Y.7. X.6 '. Y.5: X.8 X.9 x.10 Y.1 Y.2. - A B c F: - H p NE. CRMB YRAP NN TM FRANNG PER mum p .ABLE WAIL PARRRN PLAN NOTES A. DO NOT SCAE DWG,. WJTTEN gNNSIONS OMAN ALL PARTITION LOCATIONS SNAG BE AS SE NN M PART. PUN. N CASE G CONFLICT NOBLY ARCIIITECI. PARTITION PUN BY ARCHITECT TAKES PRECEDENCE OVER ALL OMN PUNS. 8. All GWSUM BOARD AROTIMS SHALL BE TAPED, SPACKLE, AND SANDED SMOOTH MTN IE .I ID NSBCNfi PAT. NC Reua SU F.S TO MATED AWACENT OR .WONWG SURFACES WIRE REDLINE➢. AL .MACES SIM BE A RED. C. ALL PARTITIONS ARE MEMO. MEN RAIN FATE Q BOB 10 M. E. OF G. WI£SS O^EFWSE NOTED ALL UMW. BARI. 'GEM" DR STALL H NANTANTO AMD SENT ALLOW FOR ROMS. Of Al WALE Ewsrta U ON OWNS. uARKEO S DEAR A TOLERANCE NOT GREATEN NOR SLMUER .AN 21N., BON INDG.1m OWN.. LION. VWYY FDD MINSNS EXCEED.. TOLERANCE YAIH ME ARONTECE. SECURE ARNNEcrs APPROVAL E NONTY ARDHTECI IN *MENG OF ANY DSCRLEANOES OA CMNCTS IN THE LOCATION(S) OF NCW CONSTRUCTION. UPON COME. Of PARR. Ural, NOSH .1111EC1. M ISC URN OF DIE LAYOUT TO BE PROVIDED BY 1M ARCNTECI PRIM 70 PARTITION xSTAlARN. F MIR ;0 .ET 001 RR NIUTIMN NOIES.11.06 SYMBOLS AW0NARG15. AHB G DMNSMS.,1111G OOHS. N RE WOE EDQ OF MB. 00.N H MO' MF NS 10 AGURAIRY IDEATE 811.0 FACES N THE SAYE PLANE I MOO. COSTING LURSIHAIE AS RE.. TO REC. NEW FLOORING MATERIALS. THUS R BIRO NOWEABIE LUMPS OR UEPRESSMS B. AL 0DIX SHALL BE ERECTED AND INSIAIL 0 PLUMB. LEVEL .ARE MO TRUE X. REFER TO BILLION SHOP DA4Y FOR SPECIFIC GOALS OF COWpNA. BEN:N DRY8711/1111.1110. cam. L All EDS. NO NEW ELOM P. IRA.S FGN PMNC MEL FE MTN PACKED .WD SEALED IN ACCORDANCE M. THE APPIXABLE BADNO . FRE CODES M ALL MHGN 10 BE FAS.LD N THE PERO... PRO. NON-.BUST9E BALING FOR All MLL.X NO1 SUPPORTED BY FLOUT M ABOVE 4'401 HT ALL CONCEALED IUIBFA E BLOCK. TO BE PK !TEEMED N. CC N PRONDE SHOP ONGS FOR CASEWORK WALL LEGEND SHADED WALLS INDICATE NEW WORK: POSIT. WALLS DOSING CDNSIRUCT. 10 RETRAIN Y FE EYSTNC TIRE EXTINGUISHER TO REMAIN LEGEND NOTES: I. PROVIDE WATER RESS(ANI GNU N ALL NET AREAS. AND BLOCKING EMEND ALL T ONRES 2 NPoNIURC 910M1 ON PUN IS FUN REFERENCE PURPOSES ONLY AND IS NOT N CCM-MACE IT :Eru, u Fn h` 24.81 SCALE: AS NOTED PLOT DATE CAD RE 1NW5_A21 AOS NUMBER QECKR DRAWN JCP STATUS H:REL.N_, _E^A...... PROPOSEDSECDND FLOOR PUN A2.4 ! • 1 L SCALE: 1/8" =1'-0" r• \\\ (. I ..1 °T1 El !n'T T El 11F Fur: '' J T I {'rl — I , �I 1 - T II, I ., L _ . ,_l „ , . r tr_ I � OEAST ELEVATION SCALE: 1/8' =1'-0" M) 0- o- EXISTING P-3 - 8) '10. CD-9,� 0271-8'T.O. PARAPET • 126'-11T.O. COPING y ♦“, 4-4 1-1-1 UI h-! PROPOSED P-1 OEM'MECH SCREEN S, 08'-1' T.O. COPINGh -1 l— i- 1L.-i 1 +-+-fir fiver II I,l,I 1 EXISTING PROPOSED -1- i850. 8.0. METAL P-. ANEEh TO. BIUCC(j� Dd'F.F.4 P-1 17 PROPOSED EXISTING •e-0. B.O. METAL PAlctlb T O. STU 17-0, F MATERIALS LEGEND EXTERIOR COLORS: PAINT TYPE-1 (RODOA 576 VOLCANO") MATCH E%I511NC V PAINT TYPE -2 (F000A Eft "ME, ON BALL") MATCH E%ISTING O PAINT TYPE-J ;ROODA 296 'SALMON ROSE") MATCH ExISTING �PJ PAINT PIPE-♦ (R000A "OCHE GREY") MATCH E%ISDNC `�' METAL PANES. TYPE I APo SD AN NU •WAVE CORRUGATED (-ASH GRAY') MATCH EY ST:NG 13) 9AT 2410816CAE'. AS NOTED PLOT DATE CAD RE: .108 NUMBER 14-146MI ONORTH ELEVATION SCALE: 1/8" = 1'-0" 92 F.)(1EPIOR ELEVATIONS A3.1 5SW O'T.O. MEW SLUE_ V0 12030' T.O. COPING AB-0' B.O. METAL PANEL V T.O. COPING 5-0' F.F. :11) va - 11111111111Mull .11111111111m. m P-1 OWEST ELEVATION SCALE: 1/0" =1'-0" CD PROPOSED EXISTING MINN 1 0 4 0 Z 3 24 MATERIALS LEGEND EXTERIOR COLORS: P-1 PAINT TYPE —I (RODDA 576 "VOLCANO') MATCH EXISTING P-2 PAINT TYPE -2 (RODDA SB "MFLON BALL") MATCH EXISTING PO3 PEx:lsnANT NcTYPE --3 (RODOA 236 'SALMON ROSE") MATCH O PAINT TYPE-4 (POMP "LIGHT GREY1 MATCH EXISTING METAI. PANEL rrPE 1 AEP SPAN NU WAVE CORRUGATED ("ASH GRAY) MATCH E%ISING 21108'SCALE : AS NOTED PLOT DATE CAD FIE 14-145A31 JOB NUMBER .- CIECI(EGT .. DRAWN OVWJCP STATUS: `I JPEL,NE EXTERIOR ELEVATIONS OEXISTING BUILDING PROJECT CONTEXT IMAGE A3.2 /(11iIl.I:1/:1IIIIJ) 11,�-j1 lip1 i,l!E>Illl'`IA IIII,{I °!!.i,II'1"d>Iil J ,,r OEAST ELEVATION SCALE: 1/8" =1'-0" EXISTING PROPOSED PROPOSED EXISTING 0 4 6 16 ]4 MATERIALS LEGEND EXTERIOR COLORS: CD PAINT TYPE-1 (RODDA 576 -VOLCANO-):MATCH EXISTING O PONT TYPE-2 (ROUDA 65 -MELON BALL -):MATCH EXISTING 0 PAINT TYPE-3 (ROODA 236 -SALMON ROSE):MATCH EXIsn*G PJ) PONT 1117E-4 (R000A -4GHT GREY):MATCH EXISTING ® METAL PANEL TYPE-1: AEP SPAN NU -WAVE CORRUGATED (-AST GRAY) MATCH EXISTING COCIM a�i #LLi Ca .000I t REVISIONS N0. DATE BY A A ! 4 1550E ,SATES DESIGN APPROVAL: PERMIT SUBMITTAL'. PERINI RECEIVED: 0D 0005. CONSTR. ROCS: 2I'A2616CAE: A6 NOTE0 RAT DATE: 04-19-2015 C45 FILE: 14.146A31 JOS KOBER. 14-145 CHEOCECE JCP DOA 6TATUi SNOREUNE. 0PA ORB ONORTH ELEVATION SCALE: 1/8" =1'-0• 0 4 B 16 EXTERIOR ELEVATIONS A3.1 / �if 140 o OWEST ELEVATION SCALE: 1/8" = i'-0" OEXISTING BUILDING PROJECT CONTEXT IMAGE 0 4 1e MATERIALS LEGEND EXTERIOR COLORS: CD PAINT TYPE-1 (R00DA 570 "VOLCANO"):MATCH EIUSRNG CD PAINT TYPE-2 (R000A 08 'MELON BALL'): MATCH EXISTING P3 PNNT NGTYPE-3 (RODDA 238'SALMON ROSE'): MATCH EXISTI N PAINT TYPE-4 (ROOOA "LIGHT GREY): MATCH EXISTING ® METAL PANEL TYPE- I: AEP SPAN NU -WAVE CORRUGATED ('ASH GRAY) MATCH EXISTING 19 REVISIONS NO. DATE SY A ISSUE DATES DESIGN APPROVAL: PERMIT 8113117TAL: PEPMN RECEREO BID ROCS: MASER. DOSS 241161SC LS. AS NOTED PLOT GATE: 01-1R-2015 GAS RP 14-145_151 C5NM8 610 CIECJ®. 14-115 JCR DRAWN: 01W38P STATUS EHOREUN:. STPA, ORB EXTERXM ELEVATIONS A3.2 DESIGN REVIEW PUBLIC HEARING Parent Project: PL15-0016 APPROVED This File: L15-0021 61, City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 23, 2011 NOTICE OF DECISION TO: Josh Peterson, Applicant Scott Huish, Owner King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L15-0021 Applicant: Josh Peterson, Magellan Architects Type of Permit: Design Review Project Description: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing amusement center located at 7300 Fun Center Way, Tukwila, WA. Location: Associated Files: Comprehensive Plan Designation/Zoning District: 7300 Fun Center Way L15-0020, E15-0004, PL15-0016 Commercial/Light Industrial (C/LI) II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for Design Review does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following condition: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 • Prior to issuance of a building permit for the hotel, the City's Urban Environmentalist shall ensure that all plants are of sufficient size. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project have been approved. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, which is by August 6, 2015. The requirements for such appeals are set forth in Tukwila Municipal Code18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing parry's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VL Page 2 of 3 7/23/2015 W:\Users\Valerie\Notice of Decision\L15-0021 NOD VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Valerie Lonneman who may be contacted at 206-433-7140 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Valerie Lonneman, Assistant Planner Department of Community Development City of Tukwila VL Page 3 of 3 7/23/2015 W:\Users\Valerie\Notice of Decision\L15-0021 NOD \ V. CASE NUMBER: APPLICANT: REQUEST: LOCATION: VI. CASE NUMBER: APPLICANT: REQUEST: LOCATION: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CHAIR, MIKE HANSEN; VICE -CHAIR, SHARON MANN; COMMISSIONERS, LOUISE STRANDER, THOMAS MCLEOD, BROOKE ALFORD, MIGUEL MAESTAS, AND NHAN NGUYEN BOARD OF ARCHITECTURAL REVIEW PLANNING COMMISSION PUBLIC HEARING AGENDA JULY 23, 2015 - 6:30 PM TUKWILA CITY HALL COUNCIL CHAMBERS Call to order Attendance Adoption of 06/18/15 and 06/25/15 Minutes BOARD OF ARCHITECTURAL REVIEW IV. CASE NUMBER: L15-0021 Design Review APPLICANT: Josh Peterson, Magellan Architects REQUEST: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition off the northeast corner of the existing 32,166 sq. ft. amusement center. LOCATION: 7300 Fun Center Way, Tukwila, WA 98188 PLANNING COMMISSION PUBLIC HEARING L15-0007 Marijuana Zoning Code Amendment City of Tukwila Proposed amendments to the Zoning Code regulations regarding marijuana uses and definitions to meet new Washington State regulations contained in SB 5052. Definitions will be revised to reflect the language in the new state law and medical marijuana uses will be accommodated within the same location criteria as recreational marijuana uses. Citywide L15-0017 General Comprehensive Plan Updates City of Tukwila Updates to the Tukwila Comprehensive Plan Introduction, Vision, Glossary and Land Use Map Legend sections to reflect current conditions and revisions. Citywide VII. DIRECTOR'S REPORT VIII. ADJOURN 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 / 7 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO THE PLANNING COMMISSION AND THE BOARD OF ARCHITECTURAL REVIEW PREPARED July 9, 2015 HEARING DATE: July 23, 2015 NOTIFICATION: On May 13, 2015, the Notice of Application and Notice of Hearing were posted on the site and mailed to the surrounding property owners and occupants. Notice of Hearing was published in the Seattle Times on July 9, 2015. FILE NUMBERS: L15-0021 — Design Review E15-0004 — SEPA L15-0020 — Shoreline Substantial Development APPLICANT: Scott Huish REQUEST: Construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition off the northeast corner of the existing 32,166 sq. ft. amusement center. LOCATION: 7300 Fun Center Way, Tukwila WA 98188 (PIN: 2423049063) SEPA DETERMINATION: DNS COMPREHENSIVE PLAN & ZONING DESIGNATION: C/LI STAFF: Valerie Lonneman, Assistant Planner ATTACHMENTS: A. Project plans set (C.1 Cover Sheet, A1.1 Site Plan, A1.2 Enlarged Site Plan, Ll Revised Landscaping Plan, A3.1 East/North Elevations and existing landscaping, A3.2 West Elevation & Existing Building Project Context Image) B. Applicant's Project Narrative C. Materials & Colors Board copy (board to be presented at hearing) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 FINDINGS PROJECT DESCRIPTION The current proposal is to construct a new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition off the northeast corner of the existing 32,166 sq. ft. amusement center, located at 7300 Fun Center Way, Tukwila, WA. The building will be used for year-round fun center attractions. The project will include minor grading, modifications to the storm drainagesystem to collect roof drain runoff from the new building, and new water and sewer connections. New landscaping will be installed to replace required landscaping removed during construction. VICINITY/SITE INFORMATION Existing Development The subject property is an irregularly shaped parcel covering 8.25 acres of land (see Figure 1). Existing improvements to the property consist of an approximately 32,166 sq. ft. two-story amusement center that was built in 1999. Portions of the northern side of the building will be demolished in order to adjoin it with the proposed addition. Surrounding Land Uses Figure '1. Subject Parcel (blue out it and Project Site (yellow outline VL Page 2 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR 0 0 North: The parcel abuts a Comfort Suites hotel along the western portion and the Green River along the eastern portion of the northern parcel line. South: SW Grady Way and I-405 abut the south end of the parcel. East: The Union Pacific rail line runs along the eastern parcel boundary line. West: Fun Center Way and Interurban Ave S. abut the western parcel boundary line. SITE PHOTOS 'figure 2. View from the corner ofFun Center 'ayy and S % Grady 4ray looking northeast. tnZ figure 3. View from Ste' Grady Way looking northwest VL Page 3 of 11 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR 07/09/2015 Figure 4. Vieproposed addition locatio BACKGROUND The majority of the development in the vicinity dates back to 1990s-2000s with a few buildings that were constructed in the 50s-60s. The dairy barn on the site was proposed for the State Historic Register but never listed. ;It -was documented in a report prior to, burning down on August 31, 1997. The documentation was sent to the State Office of Archaeology and Historic Preservation. The existing building was built in 1999. The property was built for its current use by the Huish Family Fun Centers Inc. PUBLIC COMMENTS No written comments related to the design review application were submitted.. DESIGN REVIEW This project is subject to Board of Architectural (BAR) design approval under Tukwila Municipal Code (TMC) Section 18.60.030. In the following discussion the Board of Architectural Review criterion is shown below in bold, followed by staffs comments. For the applicant's design statement, see Attachment B. DECISION CRITERIA- DESIGN REVIEW TMC 18.60.050.B. Commercial and Light Industrial Design Review Criteria. 1. RELATIONSHIP OF STRUCTURE TO SITE. a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement. V L . Page 4 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-002 1 Fun Center\Design Review SR . The addition will not impede pedestrian movement from the parking lot to the main entrance of the building or around the exterior of the site on the Interurban Trail. The streetscape will not be altered and any required landscaping proposed to be removed shall be replaced by equivalent landscaping. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. There are no proposed changes to the parking areas. c. The height and scale of each building should be considered in relation to the site. The proposed addition facade has a maximum height of approximately 30 feet, which is lower than the existing building (which is approximately 52 feet at the highest point). The addition will adjoin the existing building, creating a continuous facade that steps down as it approaches the riverfront. 2. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA. a. Harmony of texture, lines and masses is encouraged. The facade of the proposed addition will vary in height from approximately 26 feet to 30 feet, which mirrors the varying height of the existing building (34'-52'). Materials for the building addition are similar in materials, color, and finishes (metal panels and stucco). See Attachment C, materials and colors board. b. Appropriate landscape transition to adjoining properties should be provided. Landscaping along parcel boundaries will not be altered. Approximately 200 square feet of existing landscaping will be removed during construction. Perimeter landscaping will be installed along the eastern and northern sides of the proposed addition. c. Public buildings and structures should be consistent with the established neighborhood character. The proposed addition will be contiguous with the existing building and consistent in design; it is designed to appear like one structure. The site is relatively isolated from other buildings, however the Comfort Suites and small commercial building adjacent to the parcel have similar color palates and elements of modulation (see Figure 5). VL Page 5 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR Figure 5. Buildings on adjoining parcels. d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. Existing vehicular and pedestrian circulation patterns will not be altered as a result of this addition. e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. The existing vehicular circulation pattern provides direct access from the street to the existing building and proposed addition. 3. LANDSCAPE AND SITE TREATMENT. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. The site where the addition is proposed is flat; no other areas of the site will be disturbed. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety, and provide an inviting and stable appearance. A new concrete landing will connect to the existing sidewalk. The site and surrounding walkways are flat and will remain unaltered. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. Species selected for the perimeter landscaping along the northern and eastern facade of the proposed addition are: Vine Maple (Acer Circinatum), Oregon VL Page 6 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR Grape (Mahonia Aquifolium), Evergreen Huckleberry (Vaccinium Ovatum), and Kinnikinnick (Arctostaphylos UVA-URSI). The proposed landscaping along the north and east side of the building will help soften those facades. Existing landscaping along the Interurban Trail provides a dense vegetative screen of the northern .facade (see sheet A3.1 of Attachment A). d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. Proposed landscaping along the eastern perimeter will be buffered by the sidewalk between the parking lot and new addition. The replacement landscaping on the northern perimeter of the addition does not adjoin a pedestrian or vehicular access route. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. The proposed landscaping will be installed in areas that are currently partially landscaped; other areas of the site that are currently vegetated lie within the proposed building footprint and will be removed. Figure 6. Aerial photo of project site. VL Page 7of11 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR 07/09/2015 Figure 7. Interior landscaping at project site (not part of required landscaping) to be removed. f. Screening of service yards and other places that tend to be unsightly should be accomplished by use of walls, fencing, planting or combination. No new service yards or similar areas are proposed. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used. None proposed. h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The existing parking lot lighting will be used to provide the pedestrian walkway lighting. Accent/egress lighting will be designed to control glare. These light fixtures will match those on the existing building and will be painted out to match the building color. (See Figure 8) VL Page 8 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR Hest Width: Depths Weight ter, CSXW LED LED Wall Luminaire 4104 GIZMO Specifications 7-1/8` T Rs2al 16-318' 141 bvr$ 9-5/16' i-- W--i 1- D -1 936 m: 30 bs fl34k Figure 8. Proposed accent/egress Tight fixtures to be painted to match facade. 4. BUILDING DESIGN. a. Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surroundings. The relationship of the building to its surroundings has been reviewed herein. b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments. The proposed addition will create a stepped down effect as the complex approaches the shoreline area. c. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Buikling components and ancillary parts shall be consistent with anticipated life of the structure. The components are in agreement with the existing building and are proportional to the large scale of the building. d. Colors should be harmonious, with bright or brilliant colors used only for accent. The bright proposed color palate is harmonious, reflects the use as an amusement center, and matches the existing building. VL Page 9 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. The building's varying facade height is designed to screen mechanical equipment/hardware on the roof. f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design. g• No new exterior lighting is proposed other than accent/egress lighting, which will be designed to avoid glare and will be painted out to match the building color Monotony of design in single or multiple building projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. The proposed addition design is harmonious but distinct from the existing building, with unique elements that add interest to the facade. 5. MISCELLANEOUS STRUCTURES AND STREET FURNITURE. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. No miscellaneous structures are proposed. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. N/A. CONCLUSIONS —DESIGN REVIEW 1. Site Planning: The site is accessed by a driveway along Fun Center Way. The site layout accommodates public use of the Interurban Trail. The addition will adjoin the existing building, creating a continuous facade that steps down as it approaches the riverfront. The existing vehicular circulation pattern provides clear access from the street to the existing/proposed buildings and will not be altered. VL Page 10 of 11 07/09/2015 W:\Users\Valerie:Design Review\L15-0021 Fun Center\Design Review SR 2. Building Design: The proposed addition is harmonious with the existing building and features a color palate and elements of modulation that are similar to those of nearby buildings. The eastern and western facades show a high quality of design with elements of modulation and articulation. The northern facade does not have as extensive of design features, however existing and proposed vegetation are sufficient to soften the appearance of the facade and add visual interest. Exterior building materials include metal panels and stucco. 3. Landscape and Site Treatment: Landscaping with native species is proposed along the eastern and northern perimeter of the proposed addition in accordance with TMC 18.44.080. The proposed landscaping will enhance the new addition and provide additional habitat adjacent to the Green River. 4. Miscellaneous Structures: No structures other than the main addition are proposed. Roof top mechanical equipment is proposed to be screened by horizontally modulating facade elements. Details related to utility meters, conduits and other above ground utility apparatus have not been provided at this time. These will be reviewed as part of the building permit and any ground mounted equipment shall be screened and building mounted equipment shall be painted to match the proposed building. RECOMMENDATIONS —DESIGN REVIEW Staff recommends approval of the Design Review application with no conditions. VL Page 11 of 11 07/09/2015 W:\Users\Valerie\Design Review\L15-0021 Fun Center\Design Review SR TEL 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, WA 98052 magellanarchitects.com Design Review Board — Project Narrative Project: Family Fun Center — Route 66 Addition & Alterations 7300 Fun Center Way Tukwila, Washington 98188 Date: Sunday, April 19, 2015 General: The proposed 12,386 s.f. addition to the Family Fun Center will be a visually cohesive addition to the existing building. The concept of the elevation is for the addition to provide the appearance of a new "wing" to the building. Relationship of Structure to Site: a) The location of the new addition was previously planned in the original schematic design of the building. The new additional will create clear demarcation/buffer between the parking areas and the outdoor amusement areas behind (Northwest) the building. The addition will be clearly seen as a secondary portion of the building and thus direct pedestrian movement along the existing sidewalk to the main entrance of the existing building. b) All existing parking areas as previously permitted will remain. c) The scale of the building addition is appropriate to the site and will step down lower than the existing building since it is closer to the riverfront buffer. Relationship of Structure and Site to Adjoining Area: a) The new building addition will use similar materials, color, and finishes where it abuts the existing building at the appropriate elevations to create a cohesive connection between the existing building and new addition. b) All existing .landscaping will remain, keeping the appropriate mature landscape buffer between the outdoor amusement areas and the adjacent properties. c) The new addition will provide a consistent unified look and theme to the existing building and will appear as one structure. d) The existing vehicular and pedestrian circulation routes will remain unaltered. e) The existing vehicular circulation pattern will provide clear access from the street to both the addition and the existing building. Landscape and Site Treatment: a) No new landscaping or changes to landscaping are proposed. All existing plants and landscaped areas will be maintained to preserve the existing appearance of the site. Building Design: a) The new building will have an appropriate scale as a secondary portion of the existing structure. The new building will be a light framed pre -fabricated metal building structure similar to the existing building. The exterior materials of stucco and corrugated metal panel will be continued on the new addition. G:\Projects-Current\14\14-145 Family Fun Center Addition\Forms & Documents\Shoreline SEPA DRB\_FINAL SUBMITTAL DOGS \Design Review Board Narrative .doc Page 1 of 1 Attachment B l 131 0 0 TO 0 r m 0 r m FAMILY FUN CENTER - ROUTE 66 ADDITION & ALTERATIONS FAMILY FUN CENTER & BULLWINKLE'S RESTAURANT 7300 FUN CENTER WAY TUKWIL4, WA 98188 JOB NUMBER: 14-145 magelian ARCHITECTS 8383158th Avenue Northeast Suite 280 Redmond, Washington 98052 Tel (425) 885-4300 Fax (425) 885-4303 www.magefanarchitects,cam Copyright 2015 Mage on Assuc otes PIIC CALL BEFORE YOU DIG 1-800-424-5555 T-40' 0 20 40 80 LEGEND SURVEY MONUMENT DC POWER VAULT EX. LUAINVRE (BUM.) EX. LOT UGHT 0 . POWER POLE D. JUNCTION 80X IX. CATCH BASIN (CB) IX. CATCH BASIN (CB) TYPE 2 EL SAA1TARY SEWER MANHOLE (SSW) Of. CAS METER IX. GAS VALVE IX. WATER VALVE (WV) DI. FIRE HYDRANT (FH) MAIL BOX D. WATER METER D. SON DX. WATER UNE 0 08 Pi y a ears' EX. SANITARY SEWER LINE ER. STORM DRAINAGE UNE EX. POWER UNDERGROUND - :.--_ - _ EX. POWER OVERHEAD EX. METAL FENCE CC WOOD FENCE -// LC 4AN4UU115 PROPOSED TYPE 0 CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN FLOW ARROW PROPOSED STORM DRAINAGE ME PROPOSED TRENCH DOAN PROPOSED SANITARY SEWER WC PROPOSED WRENN SEWER CLFANON' PROPOSED WATERMAN PROPOSED FIRE HYDR1R PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED 90 BEND PROPOSED SPOT ElE A10NS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS COSTING PAVEMENT "420 PROPOSED PAVEMENT PROPOSED CONCRETE { /2320 SP yT1"RY CON UCT NOTE CAUTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION ONFN50N. AND DEPTH CO OF ALL STING UNDIES WHETHER SHOWN ON THESE PLANS OR NOT UT POTHOLING THE HLS SHALL DIN01IJ GIUJINGE 0 TY LOCCATE O 1m-00 m4RM5555 AANNNDD THEN P0180.46 ALL OF THE EXISTING U1NOES AT LOCATIONS 0f NEW U1NT'Y CROSSINGS 10 PHYSICALLY VERWY WHETHER OR NOT CONNECTS DLST. LOCATIONS OF SAD LJIATIRS AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. E CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHMJSEN CONSULTING ENGINEERS, INC. 10 RESOLVE AU. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOWNG AND REPLACING ALL SURVEY MONU4ENTATON THAT MAY BE AFFECTED BY CONSTRUCTION A41M1Y, PURSUANT TO WAG 332-120. - APPUCA11ONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. AFRUCAT0NS FOR PERMITS TO REMOVE MONUMENTS WY BE OBTANED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THOR OFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LINO SURVEY OFFICE 1111 WASHINGTON STREET SE. P.O. BOX 47060 OLYMPIA WASHINGTON 9850 -7060 UPON COMPLETION LE CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR OL5188150 SNAIL BE REPLACED BY A REGISTERED MAID SURVEYOR, AT TIE COST MID AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE RE -COUPONS. ME APPROPRIATE FORMS FOR REPLACEMENT OF $AD MONJLLFMATON SKILL ALSO BE PE RESPgl93WDY OF THE CONDUCTOR. COVER SHEET FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON HORIZONTAL DATUM — NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS 10083(2011) BASED ON A LINE BETWEEN WSDOT MONUMENT ID N0. GP17405 AND WSDOT MONUMENT 0 N0. 5371 TAKEN AS SOUTH 34.49'31' FAST. VERTICAL DATUM — NAVD88 THE VEROCAL DATUM FOR THIS SURVEY 15 NAVD88. WSDOT MONUMENT 10 N0 GP17405, BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE 5. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 US FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A TOPCON OS" TOTAL STATION, "TOPCON GR5" AND "IDS RANGER" DATA COLLECTOR SUPPLEMENTED WITH GPS AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA. WA 98168 SURVEYORS NOTES: 1. UNDERGROUND UNUDES AND FEATURES DEPICTED HEREON ARE R40F0 ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED. SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA N0. 198-0028, REC. N0. 9806309017. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY: THEREFORE. NO EASEMENTS OF RECORD, IF ANY ARE SHOWN HEREON. THIS IS A OARED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. INDEX TO SHEETS Cl OF 5 COVERT SHEET C2 OF 5 EXISTING CONDITIONS MAP C3 OF 5 PRELMNARY TEMPORARY EROSION AND SIJMM EN T A 1 ON CONTROL T I AN C4 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C5 OF 5 CONSTRUCTION NOTES AND DETALS L1 OF 1 LANDSCAPE PLAN Z J5 -062/ A A LL GREEN RIVER SAVING 31.16E Sr. ]-SiMY O90411i COM MOAK VIHMOYEgDS1iINJG91SD710:47M INTERSTATE 1.405 0SITE PLAN SCALE :1'=40' 20 120 crE as Oh aWI411 < cal -_ 2 W 1— Z Et Ce LU LLIJ UQ� Zo�S; Z b >p >- y Z War SUM nmwtE: cnrt1.E ,Oexurem1 DRAWN STUNS: uIufn OYWJCP A1.1 • • • • / • • / 1Y' / ‘, 'N • .„ \'; 1;1 /y 7•\ \-Ni if.---'-'--, i."----- /.1 7/ / ./ / \ •,\ //' j/7 , , . . r 0 ir7F1 ENLARGED SITE PLAN 414 ,,. -?: • , _.-- ",, --.-' `,..‘ / --- */ '''',/, ' • `'--‹ 0 EMU 11 166 2-STOO ISIUSZYNI COO It SSW 11/ 0114020 INS Sr MANN OF DOW 90 ROCS DVI 9-J 2 1 L.. DITSC SIOOKS MON ao SCALE: V 10. Z./5- -ooz/ (.0 cs) Lil 1- 0 z 0 CC el— W ?, I— LI Z "1•1•1 0 < Z 04 cclg, 0 c`2 — _J 1- ,;,4 • a F LL < g < warm.: AS NOTED OLOT OATS, , GORE 14445_A11 SOSSIBER. CHEM. VOWS: OM!. ENLARGED WE PUN A1.2 / CALL BEFORE YOU DIG 1-800-424-5555 1'-20' 0 10 20 40 ri1 1 LANDSCAPE PLANT MATERIAL LEGEND LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON oi \ i/ 1 ;15y eyn fig. ° /0w�0w O /�o ice'\ //oe / \ \ \ \ eQ`` \ o�4� \\\ ,; / � 4 �9 _IQ— SYMBOL 0 BOTANICAL / COMMON NAMES TREES ACER CIRCIIUTUM VINE MAPLE SHRUBS NANO. A0US0L1UM OREGON GRIPE VACCINIVM OVATUM / EVERGREEN HUCKLEBERRY GROUNDCOVERS: ARCTOSTAPHYLOS WA-URS / KNNI1(INNICK SIZE CONDITION REMARKS T'-8' HT. B4e 3' HT. MIN 3' 0.0 30" HT. MIN. 1 GAL, 30. 0.C. NURSERY GROWN. MULT1-TRUNK FULL AND BUSHY FULL AND BUSHY. MATCH HEIGHT & FORM HOLD 12. FROM BORDERS. SHRUBS AND TREES Ott. 03 33 21 COVER AS REO'0 NOTE: PLANT QUANTITIES WITH. THE ABOVE LEGEND ARE FOR CITY AN0 LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES RANT OLMNTRIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BOLO) BY THE LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW. COMMENTS AND APPROVAL UTUTY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS DR NOT BY PDTHOUNG THE MUTES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SH0UL0 OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION RUT MAY BE AFFECTED BY CONSTRUCTION ACTNITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST 8E COMPLETED 8Y A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET 5 E. P 0. BOX 47060 OLYMPIA. WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENIATI0N SHALL ALSO BE THE RESPONSIBIUTY OF THE CONTRACTOR. PROPOSED BUILDING ADDITION FF-32.41 / ao EXISTING POND 45 \\ 1 q� o \\ \ i1 \ \ \ \ \ \ \ \ EXISTING . •• \ \\ BUILDING \ FF-32.41 \ -1860.08' L=655.61' F, E 4 AND GENERAL NOTES Q 0 FAMILY FUN CENTER STATE OF WASH NGTON REGISTERED OSCAPEJ c04ITECT 18 014 (VALIDEXPwES 09/02/16 PE) FAMILY FUN CENTER TUKWILA, WA W LA ao 7 \\\‘NNN\ , 7117 71 11 Fi1Ti I1 ii , OTT /IiP PTIT71'1T 11 ■ I11•11111111imI■r■I®®®® Ii�mr■1 i%i■• liui■■■uiui' �■ i■■ fl OEAST ELEVATION SCALE: 1/8'= EXISTING PROPOSED ONORTH ELEVATION SCALE: 1)S' = EXISTIN PROPOSED (2.5 POPOS 9.1 f]PL'MEd1 SCREE1L AN , T.D. PARAPET FRA , .M T.O. COPANG • e. .0D. MEMP ANE T.O. STU. EXISTING I I I 2.4 NOTES 0 —WU now p Rs1.6I p W.V.9..A MATERIALS LEGEND EXTERIOR COLORS: PC J) PAINT 1YPE-1 (RODOA 576'WLCAMO'): MATCH EXISTING 0 PANT TYPE-2 (ROOOA SS -.CDR BALL'):MATCN EXISTING PANT TYPE-3 (ROODA 236 'SALMON R05E'):MATCH EXI5T1T1G ® PANT TYPE-4 (ROODA YIGNT GREY): MATCH EXISTING METAL PANEL TYPE-1: AEP SPAN ND -WAVE CORRUGATED ('ASH GRAY) MATCH EXISTNG ® METAL PANEL TYPE-2 A0P SPAN NU -WAVE CORRUGATED ('OLD TOWN GRAY) :3rH1'=Md' TA 0 CORM 40 AWN. SD.1os as 0 • 6 16 L„ l - od 21 ONORTH ELEVATION - EXISTING LANDSCAPE SCREENING FROM RIVER WALKING PATH N.T.S. cuR curl iP 511 0)MI 6 REM 10AS NO. DATE BT A A A ISSUE GATES DESIGN APPROVAL PERMI S15MITTAL: PERMIT RECEIVED: BID DOGS, CONSTR. COOS: NS]C SCALE: AS NOTED ROT DATE 06-26-201S CAD PAR t3t•6J01 . M.MB. 0.000 DRAWN DYM STATUS. OEG33, DE`F10PMB:1 EXTERIOR ELEVATIONS A3.1 i OWEST ELEVATION SCALE: 1/8. = 1'-0' OEXISTING BUILDING PROJECT CONTEXT IMAGE 16 MATERIALS LEGEND EXTERIOR COLORS: CD PAINT R9E-1 (RODDA 576 "VOLCANO.):MATCH EX15TIN° Q PAINT 117E-2 (ROCCA 86 "MELON BALL"), MATCH E%IS11NG EXISTINGPAINT TYPE-3 (RODDA 236 'SALMON ROSE"):MATCH PAINT 2'62E-1 (RODOA "LIGHT GREY):MATCH EXIS11N0 ETAL 4T,5) TYPE-1: AEP SPAN NU -WAVE CORRUGATED ("ASH GRAY) MATCH EXISTING DA'L b IAA, OAP, DESIGN 'PELT. PEiMIT 5:'3 IPAL: 5*700 R!RIUEO RC D.3 CUSS? 60,25. 291.3P SCUP. AS NOTED ROT DATE v119 PT'5 Xe POWER STATUS: 54050jN_, SEP , xe EXTERNM ELEVATIONS A3.2 /'\ Citv of J ddwiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Valerie Lonneman, HEREBY DECLARE THAT. Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 27 day of July, 2015 Project Name: Bullwinkle's Route 66 Addition Project Number: L15-0021 (Design Review) Associated File Number (s): L15-0020 (Shoreline), E15-0004 (SEPA) Mailing requested by:Valerie Lonneman Mailer's signature: �/ W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC 'huwish@aol.com' Scott Huish, Owner 'josh@magellanarchitects.com' Josh Peterson, Magellan Architects W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC 1 eit i af .J ulnaa Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Valerie Lonneman, HEREBY DECLARE THAT: Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: Staff Report to the Board of Architectural Review Was mailed to each of the addresses listed/attached on this 9 day of July, 2015 Project Name: Bullwinkle's Route 66 Addition Project Number: L15-0021 (Design Review) Associated File Number (s): L15-0020 (Shoreline), E15-0004 (SEPA) Mailing requested by: Valerie Lonneman Mailer's signature: // W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC 'huwish@aol.com' Scott Huish, Owner josh@magellanarchitects.com' Josh Peterson, Magellan Architects W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC City cr.-Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. Date: 6/24/15 Permit Number: L 15-0021 Project Name: Bullwinkle's Route 66 Addition — Design Review Project Address: 7300 Fun Center Way Project Contact: Josh Peterson Contact Phone number: (425) 885-4300 City Planner: Valerie Lonneman, Assistant Planner ❑ Response to Preliminary Approval ® Response to letter requesting additional information (Please attach a copy of the letter) ❑ Final Short Plat Submittal Summary of revision/response submittal: 1 6.,„„; ' " 1 at 1.415011,,a t1 as irte him"( e.g.Aw'¢ GA GA "eger" -Ca- °9 � f a.re S1� 7 tke 3 - \le 1,c41, odd(. r *tut S 4{ € Al-, •k) k0,, (rJ , „ 15 5c,0.12.4V4 �M. 4v 4/Ay /vioaV, 5 Pc4L., 19n i.4Y,Nu-1 a ✓ NitscSciInnt 4 c s 14.0_4 ow-L. ✓,t 1v- M‘ n r {n-hc Oyo n OVAt e.. 44' %A (A wNw.t 1-i Ako rig "1C,`tr,c Gi9ec "I i ri 4-4 5,4 1 nC �» �'lt .h„Jo C(rr -I' D Lt c 4a loei-k L) e '�.cadn t-AakN►.+t msre . 7 Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on C:\Users\josh.MAGELLAN\AppData\L.ocal\Microsof\Windows\Temporary Internet Files \Content.Outlook \3K3DILNK\L15-0021 Revision Submittal Form.doc Revised: March 2014 City c ~;Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. VAQtom Tiro LIT Date: May 18.2015 Permit Number: L15-0021 & L15-0020 Project Name: Family Fun Center—Bullwinkle's Route 66 Addition Project Address: 7300 Fun Center Way, Tukwila, WA 98188 Project Contact: Josh Peterson, Magellan Architects Contact Phone number: (425) 885-4303 City Planner: Valerie Lonneman, Assistant Planner PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval ® Response to letter requesting additional information (Please attach a copy of the letter) ❑ Final Short Plat Submittal Summary of revision/response submittal: Revised Survey to show the 100' and 200' shoreline zone lines from the OHWM Updated Landscape Plan to provide additional landscaping as replacement for the area being removed. r o: i1 IK'11MA Ji f iG LllI`1 PERMIT CENTER Received at the City of Tukwila Permi e ter Entered in TRAKiT on G:\Frojects-Current\14\14-145 Family Fun Center Addition\Correspondence\City\Revision R Revised: March 2014 st 150513\LI5-0021 L15-0020 Revision Submittal Form.doc MONTY MAP N.T9. HORIZONTAL DATUM - NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD83(201 1) BASED ON A LINE BETWEEN WSDOT MONUMENT ID NO GP17405 AND WSDOT MONUMENT ID 110. 5371 TAwEN A3 30MTH 34'49'31 EAST VERTICAL DATUM - NAVD88 THE VERT:CAL DATUM FOR THIS SURVEY IS NAVD88. WSDOT MONUMENT ID N0 GP17405. BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE S. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 US FEET_ PROCEDURE/ NARRATIVE A FIELD TRAVERSE USING A "TOPCON OS" TOTAL STATION, "FOPCON GR5" AND "TOS RANGER" DATA COLLECTOR SUPPLEMENTED WITH GPS AND FIELD NOTES WAS PERFORMED. ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 98168 SURVEYORS NOTES: 1. UNDERGROUND UTIUTIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3 BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA N0. L07-021. REC. 90. 20070625900010. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. SURVEYOR'S CERTIFICATE: TO. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURV 5/14/2015 OWEN B. HILLE, P.L.S. WASH NGTON REGISTRATION N0 40016 DATE / I w I POWER VAULT TELEPHONE VAULT WATER VAULT STREET UCH1 &r4=1 LOT 11GR O YARD UGER OR WIP E7 POWER MEIER -0- POWER POLE GUY IMRE a---`—' TRPf0IC SIGNAL • PEDESTRIAN PUSH BUTTON —SSSTOW DRAINAGE UNE SANITARY SEWER LINE ® JUNCTON BOX (am) O TELEPHONE VANHOLE NH) LEGEND S SLRYfl MGILMENT (A5 wax) SECI0N CORNER (AS NOTED) O END. SURVEY RAMFA (AS NOTED) O CATCH BASIN (CB) CHNN UNK FENCE O warm MANHOLE (50MH) I // w000 FENCE O SANTARY SEWER MNEKKE (SUM) "' SILT FENCE ASPHALT CONCRETE GRAVEL o SANOARI SEWER CUANGIT (ssco)I GUARD RNL /HAND RAL ® GAS LIFTER (GM) ' —W WATER NA PNNIMORKS A CAS VALVE GAS WA PARIIWRKS pp WATER VALVE (*V) —T(UG) TELEPHONE VW PNNTMRKS 14 FIRE CONNECTION (FPSP) P(OG) POWER VN PAIKTVARKS • TIRE 60894 T (MO) O WATER Am N O E (WMI) P(p1)— OVERHEAT, POWER UNE$ EB WATER METER (Wm) M • SPRINKLER 1,EVERGREEN TREE W/SIZE O IRR:LATUN 80K (IRR) {VV vv pQ IRRIGATION VALVE (RR) Oc DECIDUOUS TREE W/SQE JZ SIGN sec. IA IN\N eP GP�EN WATER LINE (3-31-2015) WATER LINE (3-31-2015) ORDINARY HIGH WATER MARK AS MEASURED IN THE DEAD ON 3-31-2015 ORDINARY HIGH WATER MARK — /ON 3-31-2015 — AS MEASURED IN THE FIELD \ �� 147T30 05 N7730'35'E L� E -.- 55.0. 55.00' .005 . N72'00'35'E 14.42' W PARCEL 2 KW1�A OOj�OT- 62 p0010 0-NO Q00Tp62 }�6 A A,a101. N33113'401Y 25.64' CHNN LINK FENCE k � N 50 CATCH BASIN RIM =31.45 CHAIN UNK FENCE HM ar W z m 183 OO WATER LINE (3-31-24968 I ORDINARY HIGH WATER MARK AS MEASURED IN TILE FIELD ON 3-31-2015 51.46' /,! 1 N ER CHAIN LINk FENCE A 50UTHERLY UNE OF RNER PROTECTION EASEMENT REC N0. 20050223000003 \ �� SO CATCH BASIN RIM = 31 62 8" PVC WNW = 28.48 8' PVC E = 29 08 CATCH BASIN RIM = 31 40 8' PVC ENE = 29.44 8' PVC NW = 28.86 GREASE TRAP(P) RIM = 31.84 (NOT DIPPED) CHAIN LINK FENCE THIS AREA NOT SURVEYED CATCH BASIN RIM = 31.15 6' PVC SE = 28.14 6' PVC NW = 28.14 (NOT DIPPED) ORDINARY HIGH w ER MARK ON 3-31-2015 CATCH BASIN A CH BASIN CATCH BASIN (NOT DIPPED) POWER POLE yARD DRAIN (NOT DIPPED) • • LIMITED TOPOGRAPHIC SURVEY A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON CATCH BASIN (NOT DIPPED) LOT LIGHT CATCH BASIN EXISTING BUILDING PARCEL 3 IOLOVN POLE Nit 0 15 30 60 SCALE: V•30' RECE VED Ipmen Zs GNI 002,1 LIMITED TOPOGRAPHIC co >- CC cc o 0 CM I — CC - CS ai FAMILY FUN CENTER TUKWILA, WA *441 d. 2 CO NOTE: NOT ALL SYMBOLS WLL APPEAR IN THE DRAWING CALL BEFORE YOU DIG 1-800-424-5555 1'-20' 0 10 20 40 L_1 , LANDSCAPE PLANT MATERIAL LEGEND LAND&;APE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SYMBOL 0 0 BOTANICAL / COMMON NAMES TREES ACER CIRCINATUM VINE MAPLE SHRUBS MAHONIA AOUIFOLIUM OREGON GRAPE NANDINA DOMESTICA / MOON BAY HEAVENLY BAMBOO GROUNDCOVERS: ARCTOSTAPHY100 LAVA-0R51 / KINNIKINNICK SIZE CONDITION REMARKS 7'-8• HT. B&B 15'-18' HT. MIN. 3' 0.C. 18' HT. MIN. 2' 0.C. 1 GAL., 30' 0.0 NURSERY CROWN. MULTI -TRUNK FULL AND BUSHY 3 CANES MIN.. FULL AND BUSHY. MATCH HEIGHT & FORM HOLD 12" FROM @ORDERS, SHRUBS AND TREES OTY. 03 32 19 COVER A5 REO'D NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW. COMMENTS AND APPROVAL. UTIUTY CONFLICT NOTE. CAUTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS 0R NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXSTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR. AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. •/ , bhp /// \ 0� (' O .-- // // o 0 / / // /// \ \ L1 j'{�'`/,,,9 / J / / / 7, PROPOSED BUILDING ADDITION FF=32.41 EXISTING POND 45. EXISTING BUILDING FF=32.41 so \ o -0 i 7Go O �~ Oq�m �Ary� A=20.11'41• R=1860.08'// L=655.61' DKB I REVISED PER CITY REVIEW a .5 Z W 0 Jco Qz W o- Z WCC U a cn Z FAMILY FUN CENTER L )5 —002/ WASH NGTON REGISTERED L,gNDSCAPE,A HITECT AR GIE I. KORVE �. RTIFICATE N0. 1014 (VALID ONLY %NTH SIGNATURE) �( EXPIRES: 09/02/16 FAMILY FUN CENTER LL TUKWILA, WA T U7 Valerie Lonneman From: Valerie Lonneman Sent: Wednesday, May 13, 2015 11:44 AM To: josh@magellanarchitects.com' Cc: 'huwish@aol.com'; Minnie Dhaliwal Subject: Family Fun Center revision request Attachments: Permit D98-0382 - Landscape Schedule.pdf; L15-0021 & L15-0020 Revision Submittal Form.doc Dear Mr. Peterson, I am writing to request two revisions of the Family Fun center permit materials. 1. Please revise the survey to include the current 100' and 200' shoreline zone lines (from the Ordinary High Water Mark) and submit a full size (24" x 36") hard copy of these materials to the permit center and email a PDF of it to me. 2. Two areas of required landscaping from the 1998 development permit (D98-0382) are proposed to be removed as part of the construction (see the Landscape Schedule, attached). In order to offset this loss the city will require additional landscaping along the northern perimeter of the new addition. Both the northern and eastern perimeters of the addition fall within the shoreline buffer and must be landscaped with native species, per TMC 18.44.080 C. 1. General Requirements and 18.44.080 C. 3. Landscaping Requirements for the Urban Conservancy and High Intensity Environments —Outside of the River Buffer. Vegetation management shall conform to TMC 18.44.080 D. Please update the landscaping schedule to demonstrate compliance with these requirements. The City's Urban Environmentalist recommends the following native species for these areas: Shrubs Red -flowering currant (Ribes sanguineum) Salal (Gaultheria shallon) Evergreen huckleberry (Vaccinium ovatum) Oregon grape (Mahonia aquifolium) Smooth mahonia (Mahonia nervosa) Red Elderberry (Sambucus racemosa) Blue Elderberry (Sambucus caerulea) Red -twig dogwood (Cornus sericea) Pacific wax myrtle (Myrica californica) Bald -hip rose (Rosa gymnocarpa) Ninebark (Physocarpus capitatus) Trees Vine maple (Acer circinatum) Douglas maple (Acer glabrum) Pacific dogwood (Cornus nutallii — could use a hybrid with Cornus kousa) Paper birch (Betula papyrifera) Shore pine (Pinus contorta contorta) Please let me know if you have any questions or concerns. I have attached the revision submittal form for your convenience. 1 Regards, Valerie Lonneman Assistant Planner, City of Tukwila 1630o Southcenter Blvd, Tukwila WA 98188 2o6.433.7140 I Valerie,Lonnema.n.@TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. 2 City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TukwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm;; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review.. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. City of Tukwila Notice Of Application and Notice of Hearing Family Fun Center & Bullwinkle's Restaurant Route 66 Addition Proposed addition location Project Description: A new 12,386 sq. ft. addition for a bowling alley and 1,646 sq. ft. second floor addition to the existing building is proposed at 7300 Fun Center Way, Tukwila. The project will undergo design review by the Board of Architectural Review and will receive Shoreline Substantial Development and SEPA (State Environmental Policy Act) determinations. File #'s: L15-0020, L15-0021, E15-0004 Property Owner: Scott Huish Applicant: Family Fun Centers Tukwila Project Planner: Valerie Lonneman 206-433-7140 or Valerie.Lonneman@TukwilaWA.gov Comments and Appeals: Your written comments on the pro- ject are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov. Comments on SEPA and Design Review must be received before or on May 27 by 5:00 pm; comments on the Shoreline review must be received before or on June 10 by 5:00 pm. This project is also scheduled for a public hearing on July 23, 2015, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. Please call two weeks prior to the hearing to confirm the date. You may also submit your comments at the public hearing, before the Board of Architec- tural Review. To request a copy of any decision, information on hearings, and your appeal rights, please call 206-433-7140. / • City of Tukwila 6200 Southcenter Boulevard o Tukwila, Washington 98188 Jim Haggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Jim Haggerton, Mayor You are receiving this notice because you are a property owner or tenant within 500ft of this project f i &i of a! Li7Lwiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Notice of Decision x Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _13th day of _May 2013 Project Name: Family Fun Center Bullwinkle's Restaurant Route 66 Project Number: PL15-0016 Associated File Number (s): L15-0020, L15-0021, E15-0004 Mailing requested by: V erie onneman Mailer's signature: / /./C-,9 (7j( l----- W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC f N NAME BOEING COMPANY THE Charles E & Hyon S Lee TUKWILA HOTEL L L C PUGET SOUND ENERGY/ELEC BNSF VECTRA LLC UNION PACIFIC RAILROAD CO FAMILY FUN CENTERS TUKWILA MANUFACTURERS MINERAL CO Crating & Packin Industrial H2 OFFICE LLC BNSF RAILWAY COMPANY MANUFACTURERS MINERAL CO LEUQAR BB LLC FORT DENT WAY LLC APPLE EIGHT SPE TUKWILA INC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER TUKWILA BUSINESS MEMBER BUSINESS MEMBER ADDRESS PO BOX 3707 M/C 20-00 28904 5TH AVE S 600 E RIVER PARK LN STE 205 PO BOX 97034 PO BOX 961089 7404 S 262ND ST 1400 DOUGLAS STOP 1640 7300 FUN CENTER WAY 1215 MONSTER RD PO BOX 88299 7100 FUN CENTER WAY STE 100 2500 LOU MENK DR # AOB-3 1215 MONSTER RD SW 6523 CALIFORNIA AVE SW # 123 6839 FORT DENT WAY # 134 814 E MAIN ST 7200 S 156TH ST 15450 NELSON PL S 6925 FORT DENT WAY 7200 FUN CENTER WAY 6835 FORT DENT WAY 6935 FORT DENT WAY 6915 FORT DENT WAY 6945 FORT DENT WAY 6955 FORT DENT WAY 7100 FUN CENTER WAY #110 7100 FUN CENTER WAY#120 7100 FUN CENTER WAY#150 1400 MONSTER RD SW CITY ST SEATTLE WA FEDERAL WAY WA BOISE ID BELLEVUE WA FORT WORTH TX KENT WA OMAHA NE TUKWILA WA RENTON WA TUKWILA WA TUKWILA WA FORT WORTH TX RENTON WA SEATTLE WA TUKWILA WA RICHMOND VA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA RENTON WA ZIP 98124 98003 83706 98009 76161 98032 68179 98188 98055 98188 98188 76131 98055 98136 98188 23219 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98055 f / agency OFFICE OF ARCHAEOLOGY WA FISHERIES & WILDLIFE DEPT OF ECOLOGY WA STATE ATTORNEY GENERAL KC DEPARTMENT OF NAT'L RESOURCES QWEST COMMUNICATIONS SEATTLE CITY LIGHT PUGET SOUND ENERGY DUWAMISH INDIAN TRIBE dept address PO BOX 48343 16018 MILL CREEK BLVD NW REGIONAL OFFICE 3190 160th AVE SE ECOLOGY DEPARTMENT PO BOX 40117 201S JACKSON ST., STE 600 23315 66th AVE S ENVIRONMENT & SAFETY DIV PO BOX 34023 PO BOX 90868 4705 W MARGINAL WAY SW city st zip OLYMPIA WA 98504 MILL CREEK WA 98012 BELLEVUE WA 98008 LACEY WA 98504 SEATTLE WA 98104 KENT WA 98032 SEATTLE WA 98124 BELLEVUE WA 98009 SEATTLE WA 98106 MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy 39015 172nd AVE SE AUBURN WA Karen Walter 39015 172nd AVE SE AUBURN WA Mike Middleton 39015 172nd AVE SE AUBURN WA SEPA REVIEW PO BOX 47703 OLYMPIA WA 98092 Iaura.murphv@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middleton@muckleshoot.nsn.us 98504 sepaunit@ecY•wa.gov MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program WA DEPT OF ECOLOGY Laura Murphy Karen Walter Mike Middleton SEPA REVIEW 39015 172nd AVE SE AUBURN WA 39015 172nd AVE SE AUBURN WA 39015 172nd AVE SE AUBURN WA PO BOX 47703 OLYMPIA WA 98092 laura.murphy@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middleton@muckleshoot.nsn.us 98504 sepaunit@ecy.wa.Rov 0400 TO: City of Tukwila Department of Community Development File Number E15-0004 L15-0020 L15-0021 LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. Police Dept. Parks/Rec Project: Bullwinkles Route 66 Addition -Sepa Checklist -Shorline Development -Design Review Address: 7300 Fun Center Way Date transmitted: April 24, 2015 Response requested by: May 8, 2015 Staff coordinator: Valerie Ma e- LiOvi VtgyldtakA Date response received: REVIEWERS: Please specify how the attached plans conflict woth your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: 9 ,/ — 2(1 Comments prepared by: �/ ' pdate date: Ragman ARCHITECTS Proiect Valuation Documentation Project: Family Fun Center — Route 66 Addition & Alterations 7300 Fun Center Way Tukwila, Washington 98188 Date: Wednesday, April 22, 2015 Project Value Estimate: TEL 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, WA 98052 magellanarchitects.com Magellan Architects preliminarily reviewed this project based on the Architect and Engineer Fees for Professional Design Services 2012-2013 Survey Report for cost estimating purposes. The current buildable footprint for the project is 12,386 s.f. This project has a limited interior build -out, most of which is third -party vendor equipment. Also of note is that the building site is already developed and all infrastructure and sitework are completed including, but not limited to; sidewalks, storm drainage, water, sewer, and parking lot. Building shell costs are estimated at $80/sq.ft. due to limited interior work and limited sitework scope. $80 x +/-12,500 s.f. = $1,000,000. i G:\Projects-Current\14\14-145 Family Fun Center Addition\Forms & Documents\Shoreline SEPA DRS\_FINAL SUBMITTAL DOCS\Prolect Valuation Documentation.doc Page 1 of 1 TSI Transportation Solutions, Inc. 8250. 165th Avenue NE Suite 100 Redmond, WA 98052.6628 T 425.883.4134 F 425-867-0898 www.tsinw.com Technical Memorandum To: Scott Huish, Family Fun Center and Bullwinkle Restaurant From: Jeff Hee, TSI Subject: Tukwila Family Fun Center and Bullwinkle's Restaurant Addition March 17, 2015 This technical memorandum documents the net new trip generation and corresponding traffic impact fee for the proposed structural additions to the Family Fun Center located at 7300 Fun Center Way in the City of Tukwila, Washington. You are proposing a 1,646 sq. ft. second floor addition/infill to the existing building and a 12,160 sq. ft. building to replace existing attraction, "Kid's Town", space onsite. The second floor addition expands the site's existing banquet/party area and allows existing attractions to relocate into the main building. The larger building is proposed as a 16 lane bowling alley. The structural additions do not add any new acreage to the site, the site acreage remains unchanged. The new building areas will expand business operations to better serve the public during the off-peak season, typically October to April. No additional vehicle parking is proposed. The City of Tukwila's traffic impact fee rate is $1,736.80 per new PM peak hour project generated trip, from their 2007 fee schedule. The ITE Trip Generation Manual documents trip generation data for Family Fun Center, an "Amusement Parks" ITE LU 480, based on the total site acreage and number of employees. The site area and number of employees will remain unchanged during peak traffic operating hours. Also, the parking supply will remain the same. During Family Fun Center's peak operating months, and with the additional building areas, the site's PM peak hour attendance is anticipated the remain the same; primarily, since the proposal allows existing onsite attraction space being relocated into the main building and the new indoor attraction space will be replacing an existing outdoor attraction. There are no new PM peak hour trips generated; and thus, the proposal's traffic impact fee is zero. If you have any questions or comments please contact me at your convenience. cc: Josh Peterson, Magellan Architects \ mggellan ARCHITECTS • APR 232015 Project: Date: General: la Design Review Board — Project Narrative Family Fun Center — Route 66 Addition & Alterations 7300 Fun Center Way Tukwila, Washington 98188 Sunday, April 19, 2015 TEL 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, WA 98052 m geuanarc►Itects.coffi The proposed 12,386 s.f. addition to the Family Fun Center will be a visually cohesive addition to the existing building. The concept of the elevation is for the addition to provide the appearance of a new "wing" to the building. Relationship of Structure to Site: a) The location of the new addition was previously planned in the original schematic design of the building. The new additional will create clear demarcation/buffer between the parking areas and the outdoor amusement areas behind (Northwest) the building. The addition will be clearly seen as a secondary portion of the building and thus direct pedestrian movement along the existing sidewalk to the main entrance of the existing building. b) All existing parking areas as previously permitted will remain. c) The scale of the building addition is appropriate to the site and will step down lower than the existing building since it is closer to the riverfront buffer. Relationship of Structure and Site to Adjoining Area: a) The new building addition will use similar materials, color, and finishes where it abuts the existing building at the appropriate elevations to create a cohesive connection between the existing building and new addition. b) All existing landscaping will remain, keeping the appropriate mature landscape buffer between the outdoor amusement areas and the adjacent properties. c) The new addition will provide a consistent unified look and theme to the existing building and will appear as one structure. d) The existing vehicular and pedestrian circulation routes will remain unaltered. e) The existing vehicular circulation pattern will provide clear access from the street to both the addition and the existing building. Landscape and Site Treatment: a) No new landscaping or changes to landscaping are proposed. All existing plants and landscaped areas will be maintained to preserve the existing appearance of the site. Building Design: a) The new building will have an appropriate scale as a secondary portion of the existing structure. The new building will be a light framed pre -fabricated metal building structure similar to the existing building. The exterior materials of stucco and corrugated metal panel will be continued on the new addition. G:\Projects-Current\14\14-145 Family Fun Center Addition\Forms & Documents\Shoreline SEPA DRB\_FINAL SUBMITTAL DOGS\Design Review Board Narrative .doc Page 1 of 1 Geotechnical Engineering Services Proposed Route 66 Addition and Interior Alterations Project Family Fun Center 7300 Fun Center Way Tukwila, Washington -!tY cF for APR 2 3 2015 Family Fun Center and Geotechnica I Engineering Services Proposed Route 66 Addition and Interior Alterations Project Family Fun Center 7300 Fun Center Way Tukwila, Washington for Family Fun Center and Bullwinkle's Restaurant April 21, 2015 GEOENGINEERS 8410 154th Avenue NE Redmond, Washington 98052 425.861.6000 Geotechnical Engineering Services Proposed Route 66 Addition and Interior Alterations Project Family Fun Center 7300 Fun Center Way Tukwila, Washington File No. 5925-008-00 April 21, 2015 Prepared for: Family Fun Center and Bullwinkle's Restaurant c/o Magellan Architects 8383 158th Avenue NE, Suite 280 Redmond, Washington 98052 Attention: Josh Peterson Prepared by: GeoEngineers, Inc. 8410 154th Avenue NE Redmond, Washington 98052 425.861.6000 Herbert R. Pschunder, PE Senior Geotechnical Engineer Debra C. 0verbay, PE Associate HRP:DCO:nld:cam cc: Scott Huish, Family Fun Center and Bullwinkle's Restaurant (one copy by email) Disclaimer. Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers. Inc. and will serve as the official document of record. GEOENGINEERS Table of Contents INTRODUCTION 1 PROJECT DESCRIPTION 1 PURPOSE AND SCOPE 2 SITE HISTORY 3 PREVIOUS EXPLORATIONS 3 PREVIOUS CONSTRUCTION ACTIVITIES AND OBSERVATION 4 SITE CONDITIONS 4 Surface Conditions 4 Subsurface Conditions 5 General5 Stockpile Fill and Existing Building Pad Fill 5 Older Fill 5 Alluvial Deposits 6 Groundwater Conditions 6 CONCLUSIONS AND RECOMMENDATIONS 6 General 6 Site Preparation 7 Earthwork 8 General Excavation and Cut and Fill Slopes 8 Footing Excavation 9 Fill Material Criteria 9 Fill Placement and Compaction Criteria 10 Settlement Considerations 10 Foundation Support 11 Foundations for Addition 11 Foundations for Modifications in Existing Building 11 Floor Slab Support 11 Lateral Load Resistance 12 Retaining Walls 12 Underground Utilities 13 Pavements 13 Reuse of Existing Pavement Areas 13 Subgrade Preparation for New Pavement Areas 13 New Hot Mix Asphalt Pavement 13 Drainage 14 Earthquake Engineering 14 2012 IBC Seismic Design Information 14 Seismic Hazards 15 Other Considerations 17 Methane Gas Potential 17 Soil Corrosivity 17 LIMITATIONS 17 GEOENGINEERS April 21, 2015 . Page i File Na. 5925-008-00 Table of Contents (continued) LIST OF FIGURES Figure 1. Vicinity Map Figure 2. Site Plan APPENDICES Appendix A. Previous Explorations Appendix B. Report Limitations and Guidelines for Use GEOENGINEERSQ April 21, 2015 Page ii File No. 5925-008-00 INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Route 66 Addition to be located on the north side of the existing Family Fun Center building at 7300 Fun Center Way in Tukwila, Washington. The project will also include alterations to the interior of the existing building. The project site is shown on the Vicinity Map, Figure 1. The proposed addition will be located as shown on the Site Plan, Figure 2. GeoEngineers, Inc. (GeoEngineers) completed geotechnical engineering services for design of the existing building and adjacent site developments. Those services are summarized in our reports dated June 30, 1997 and November 4, 1998. As part of the previous services, we completed one boring and several test pits in the vicinity of the existing building and reviewed the logs of explorations completed by others prior to and during 1997. We also completed construction observation services during initial site grading and construction of the existing building in 1998 and 1999. GeoEngineers also provided design phase services for riverbank stabilization of a segment of the Green River bordering the north side of the Family Fun Center property. Those services were summarized in a series of reports prepared in 1997 and 1998. The riverbank stabilization measures were constructed in late 1998 and early 1999. GeoEngineers provided construction observation of the stabilization measures, which included creation of a habitat pond that is connected to the river and which extends into the northeastern portion of the property. In addition, GeoEngineers provided environmental services in 1997 and 1998 that included additional explorations, environmental sampling and testing, interaction with the Washington State Department of Ecology and the City of Tukwila, and observation during remediation of contaminated soils in the vicinity. Our previous environmental services are summarized in a series of reports prepared from 1997 through 2002. PROJECT DESCRIPTION The existing building is a two-story pre -fabricated metal structure with stucco and metal panel siding. The adjacent exterior areas are level sidewalk and pavement areas. The area of the proposed addition is occupied by outdoor amusement features. A fire lane surfaced with paving stones and concrete separates the existing building from the amusement area. The new addition will be approximately 12,386 square feet and will include construction of a bowling alley. It will be of similar construction as the existing building. The planned floor grade for the concession and restroom areas in the southern portion of the addition will be at the same grade as the existing building floor (Elevation 29 feet; elevations in this report refer to NGVD 1929 datum), while the bowling lanes portion of the building will be depressed about 3 feet relative to the concession area and surrounding grades. Column and floor loads for the addition are not yet known, although we expect them to be similar for structures of this type (less than about 120 kips). Minor alterations and replacement of existing sidewalks and paved areas will be made around the addition. GEOENGINEERS� April 21, 2015 Page 1 File No. 5925-008-00 Alterations within the existing building will include a 1,646-square-foot expansion of the second level for expanded banquet and party areas, and relocation of existing attractions over the main entry of the building. Alterations on the first floor will be limited to structural support of the second floor area expansion. PURPOSE AND SCOPE The purpose of our services is to review and evaluate available subsurface information, topographic data, and previous reports as a basis for developing geotechniical recommendations and design criteria for the addition and for foundation support of the alterations to the existing building. Our specific scope of services included the following tasks: 1. Review existing geotechnical and environmental information in our files for the vicinity of the addition and the existing building. We also reviewed our files for information on construction of the existing building, including grading, preloading and foundation installation. 2. Confirm or modify the geotechnical recommendations we provided in our previous geotechnical reports, including: Evaluation of geologic hazards including site seismicity and the potential for liquefaction -induced settlement and lateral spreading. This included comment on seismic design criteria based on the 2012 International Building Code (IBC) and appropriate mitigation measures for liquefaction and lateral spreading. • Evaluation of existing fill soils, depth to bearing soils and groundwater conditions, and their potential impacts on design and construction. • Recommendations for site preparation and earthwork, including demolition of existing structures and pavement, stripping, excavation, removal of unsuitable soils from below foundations, temporary cut and fill slopes, subgrade preparation, suitability of on -site soils for reuse as structural fill, import fill criteria, fill placement and compaction, and wet weather considerations. • Estimates for the time rate and magnitude of settlement that will result from consolidation of fine grained compressible strata in response to placement of addition foundation and floor slab loads. • Consideration of past preloading history of the site. • Recommendations for shallow foundation support including allowable soil bearing pressures, coefficient of friction and passive soil pressures for resisting lateral loads, settlement estimates, minimum width and embedment depth, and settlement estimates. • Recommendations for slab -on -grade floor slab support, including a design subgrade modulus and subgrade preparation criteria, vapor retarder, and capillary break materials. • Comment on the potential presence of potentially expansive, deleterious, chemically active or corrosive materials, including the presence of methane gas and recommendations for mitigation, as appropriate. • Recommendations for design of concrete retaining walls, including backfill and drainage requirements, lateral soil pressures and lateral resistance values. GEOENGINEERS� April 21, 2015 I Page 2 File No. 5925-008-00 • Recommendations for utility trench excavation, dewatering and backfilling. • Recommendations for surface and subsurface drainage, as appropriate. 3. Meet with you and other project team members to summarize our review of subsurface conditions and discuss site development and foundation support options. 4. Summarize our review of subsurface conditions and our conclusions and recommendations in a report. 5. Provide post -report consultation during the final design and permitting phases, including interaction with the design team as the design develops, review of final plans and specifications, preparation of a letter summarizing our plan review, and response to review comments from the City of Tukwila. Our scope does not include environmental services or construction observation services. SITE HISTORY Prior to 1997, the property that includes the project site was formerly occupied by a farm, milk processing plant, plant nursery, residences, auto repair shop and topsoil storage facility. The property has a complex grading history that dates back to the early 1900s. A large soil stockpile formerly existed in the planned addition area and the area that is now the eastern part of the existing Family Fun Center building. The soil in the stockpile was reportedly from a former topsoil mixing operation and was apparently placed over a period of approximately 20 to 30 years. A topographic site plan (date unknown) indicates that the top of stockpile within the planned building addition area was as high as Elevation 46 feet, and was generally at Elevation 35 to 40 feet. One exception is a small area near the northwest corner of the addition which was lower and possibly close to the existing grade (Elevation 29 feet). Site grades adjacent to the west side of the stockpile formerly ranged from about Elevation 20 to 26 feet (outside the proposed addition area). PREVIOUS EXPLORATIONS Several explorations were completed in the vicinity of the existing building and the planned addition area prior to and during 1997. These included borings and test pits by Applied Geotechnology and Geotech Consultants in 1989 and 1997, respectively, and a boring and test pits by GeoEngineers in 1997. Several of these explorations were completed on the surface of the stockpile and apparently did not extend to the bottom of the stockpile. Figure 2 shows the approximate locations of selected explorations in the vicinity of the project site that extended beneath the stockpile based on our evaluation. These explorations include Applied Geotechnology boring AB-4 (completed in 1989), Geotech Consultants boring GCB-18 (1997), and GeoEngineers boring GB-1 and test pits GT-7 and GT-10 (1997). The exploration logs are included in Appendix A. Results of geotechnical laboratory tests we completed in 1997 are also provided in Appendix A. These tests included moisture content, dry density and consolidation tests. Moisture content and dry density tests are presented on the boring and test pit logs. Tabulated moisture content data and consolidation test results are also included in Appendix A. GEOENGINEERS_.0 April 21, 2015 Page 3 File No. 5925-009-00 GeoEngineers completed Phase I and Phase II Environmental Site Assessment (ESA) services during 1997 and 1998. Additional explorations specific to evaluating potential contamination were completed in the site vicinity, including two direct push borings (SP-7 and SP-19) that apparently extended below the base of the stockpile and test pit TP-2. These exploration logs are also included in Appendix A. PREVIOUS CONSTRUCTION ACTIVITIES AND OBSERVATION GeoEngineers provided construction observation services during grading and construction of the existing building from August 1997 to July 1999. We reviewed letters and field reports summarizing our consultation and site visits related to earthwork and building foundation installation activities. During the early stages of grading, concrete debris extending down to at least Elevation 20 feet was encountered in the northeast portion of the existing building pad. As a result of a project team meeting summarized in our August 27, 1998 letter, the owner elected to leave debris in place below about Elevation 23 feet. A localized area of concentrated concrete debris was subsequently removed down to Elevation 17 feet. Fill soils from the stockpile were subsequently used to raise grades in portions of the existing building area. Settlement monitoring plates were placed within the building area and structural fill for the building was placed up to floor slab subgrade level. Based on our observations and testing, the structural fill was compacted to at least 95 percent of the maximum dry density (MDD) obtained using the ASTM D 1557 test method. Following construction of the existing building pad, several feet of preload fill was placed within the footprint area. Based on our review of the construction drawings and our field reports, the preload fill did not extend into the future addition area. The preload fill was left in place for approximately three weeks to allow for sufficient settlement to occur and subsequently moved to other areas on the property. Installation of building foundations supported on the structural fill pad was completed later in 1998. Stockpile soils were removed from the area where the future addition will be located and reused elsewhere on the property. The lower portion of the stockpile soils may still be present in the addition area. No other significant grading work apparently took place in this area during 1997 to 1998, other than finish grading for a golf driving range that preceded the amusement features. SITE CONDITIONS Surface Conditions The existing building and planned addition area are located within the eastern portion of an 8.1-acre parcel (Parcel 3) initially developed as described above in 1997 and 1998. Access to the project site is from parking lots and driveways along the south and east sides of the existing building. The Green River is approximately 200 feet north of the site. The existing building is a two-story pre -fabricated metal structure with stucco and metal panel siding and a finished floor grade of Elevation 29 feet. The adjacent exterior areas are level sidewalk and pavement areas. The area of the proposed addition is occupied by outdoor amusement features with connecting GEOENGINEERS� April 21, 2015 Page 4 File No. 5925-008-00 concrete walkways. This area is at approximately the same grade as the building floor. A fire lane surfaced with paving stones and concrete separates the existing building from the amusement area. A storm drain line crosses the northeast corner of the addition area. Subsurface Conditions General The site is located within the alluvial valley of the Green River. It is likely that several meander channels existed in the site vicinity prior to initial filling in the early 1900s. As a result of the meander channels and subsequent filling, subsurface conditions vary both horizontally and vertically throughout the site vicinity. Based on our review of the previous exploration logs and information obtained during grading and foundation installation for the existing building, the addition site is generally underlain by variable fill soils overlying alluvial silt and sand deposits. These soil units are described in more detail below. Stockpile Fill and Existing Building Pad Fill The majority of the stockpile soils that existed prior to 1997 were removed and placed as fill in the existing building area, in other areas of the Family Fun Center property, and in adjacent parcels that were also developed. It is possible that soils from the lower portion of the stockpile remain within the addition area. The stockpile soils generally consist of silty sand, silty gravel and silt with variable amounts of sand and gravel. Portions of the stockpile material contain organic matter and debris. The debris includes wood, concrete, brick, metal, wire and other items. These items were largely removed from the portion of the stockpile used as structural fill below the existing building and in other developed areas. As noted above, the structural fill placed beneath the building was compacted to at least 95 percent of MDID obtained using the ASTM D 1557 test method. The amount and concentration of debris in the lower portion of the stockpile that may remain in the addition area is unknown. The fire lane that extends along the north side of the existing building is underlain by several inches of recycled concrete fill over 6 to 10 inches of imported sand with gravel fill. The sand with gravel fill is underlain by a woven geotextile. Older Fill Older fill soils placed in the early to mid-1900s underlie the stockpile areas and the majority of the Family Fun Center property. Based on the previous explorations, the older fill extends to depths ranging from about 6 to 20 feet below pre-1997 site grades, corresponding to about Elevation 13 to Elevation 16 feet. The older fill generally consists of sand, sand with silt, and silt with varying amounts of sand. Debris was also encountered in portions of the older fill, both in the explorations and also during grading for the existing building. The debris includes wood, concrete, brick and railroad ties. Some slag was also encountered near the surface in the previous explorations and was apparently removed during remedial activities in 1997. In general, the older fill is typically in a loose condition. GEOENGINEERSQ April 21, 2015 = Page 5 File No. 5925-008-00 Alluvial Deposits Alluvial deposits underlie the older fill. The alluvial deposits consist of soft, compressible silt and loose sand to a depth corresponding to about Elevation -9 feet. Dense sand (possibly weathered sandstone of the Tukwila Formation) underlies the silt and extends to the bottom of the deepest boring, GB-1, at 49 feet. Groundwater Conditions Groundwater seepage was observed in borings GB-1 and SP-19 during drilling and in test pit GT-10 at depths ranging from 7 to 23 feet below the former ground surface level. These depths correspond to about Elevation 6 to Elevation 14 feet. Zones of perched groundwater seepage were encountered at depths of 2 feet in boring GB-1, 21 feet in boring AB-4, and 1 foot in test pit TP-2 during the time it was open. Groundwater indications during field explorations are often inaccurate because of the influence of the drilling or exploration techniques, and the limited amount of time the explorations are left open. We expect that the groundwater level will rise by a few feet during the normally wet months of the year (October through May). The groundwater level will fluctuate on a seasonal basis in response to precipitation, the level of the surface water in the habitat pond north of the addition area, and the level of the nearby Green River. CONCLUSIONS AND RECOMMENDATIONS General Based on our review of previous explorations and construction information, laboratory testing, analyses and our experience on the existing development at this site, we conclude that the proposed addition can be satisfactorily supported on conventional spread foundations. These foundations should be supported on properly compacted structural fill. The foundations already in place for the existing building can be used to support the interior modifications. A summary of the primary geotechnical considerations for the addition is provided below. This summary is presented for introductory purposes only and shouid be used in conjunction with the complete recommendations presented in this report. ■ The subsurface conditions underlying the addition area include several feet of loose fill overlying loose sand and soft silt alluvial deposits. ■ Some excavation of the existing loose fill will be needed to establish the floor grade for the depressed portion of the addition. Excavation of existing fill soils and replacement with structural fill will be needed at footing locations. We recommend all footings be founded on a minimum of 2 feet of structural fill. ■ Concrete and other types of debris were encountered in previous explorations in the vicinity and also during earthwork within the existing building area. It is likely that a portion of this debris will remain below the required grading and structural fill placement for foundation support of the addition. There is a possibility for some long-term differential settlement to occur where the debris remains in place. • The soil stockpile that previously covered most, if not all, of the addition area for many years has performed as a preload and caused consolidation of the underlying soft silt soils. In addition, the proposed finished floor of the bowling alley is expected to be approximately 3 feet below existing site grade. As a result, we conclude that a preload program for the addition area is not required and GEOENGINEERQ April 21, 2015 Page 6 File No. 5925-008-00 post -construction foundation settlements of shallow foundations and the addition floor area are expected to be within tolerable limits. • The addition is underlain by potentially liquefiable sand that will settle and spread laterally during a moderate to large earthquake. To mitigate a portion of the impacts of settlement and lateral spreading on the addition, the structure may be supported on spread footings that are structurally connected. Alternatively, the structure may be supported on improved ground or on piles. ■ The existing fill and near -surface native soils contain a significant percentage of fines and are moisture -sensitive. These soils are easily disturbed when wet. During wet weather, these soils wil" be difficult to grade and compact. Accordingly, we recommend that site preparation, earthwork and foundation installation activities be completed in the generally drier late summer to early fall months in order to reduce difficulties and costs associated with these activities. Also, it will be advantageous to preserve the existing pavement around the addition area as a working surface for as long as possible during addition construction, particularly during wet weather conditions. • Imported material will likely be needed for use as structural fill in the addition area during periods of wet weather. We recommend that import fill required during wet weather consistof Gravel Borrow per Section 9-03.14(1) of the 2014 Washington State Department of Transportation (WSDOT) Standard Specifications for Road Bridge and Municipal Construction, with the additional restriction that the fines content be limited to no more than 5 percent. Site Preparation The surficial soils at the site consist mostly of moisture -sensitive silty sand and silt soils with a significant percentage of fines (particles passing the U.S. No. 200 sieve). It will be difficult to operate equipment on these soils during wet weather. It will also be difficult to compact them if allowed to become too wet. We recommend that site preparation and earthwork be planned for the normally dry season of the year when earthwork would generally require less effort and be less expensive. We suggest a contingency be included in the project schedule and budget to account for increased earthwork difficulties if construction is to take place during the wet seasons of the year. Existing pavement around the addition area should be left in place and used as a working surface, if practical. If the existing pavement is not damaged during construction, it may be possible to reuse it on a permanent basis if finished grades allow, or it could be incorporated in new pavementareas by placing an overlay. The Pavements section of this report describes reuse of the existing pavement in more detail. The existing amusement facilities within the addition area will need to be demolished. We recommend that the foundation systems, utilities, sidewalks and other improvements associated with the demolished structures be removed from within the addition area and new exterior sidewalk and pavement areas. In particular, the existing storm drain line that crosses under the northeast corner of the addition area should be removed. Any depressions created by the removal of these facilities should be cleaned of loose material and filled with structural fill compacted as recommended in a subsequent section of this report. Existing vegetation and landscaping materials should also be cleared from the addition area. The cleared material should be removed from the site. Alternatively, it could be chipped, stockpiled and reused in new landscaping areas. GEOENGINEERSIti April 21, 2015 i Page 7 File No. 5925-008-00 Some additional stripping might be required to remove landscaping topsoil in the addition area. In general we expect that stripping depths will range from 6 to 12 inches. Greater stripping depths may be required to remove localized zones of soft or organic soils. Actual stripping depths should be determined based on field observations during construction. Care must be taken to reduce the potential for softening of subgrade soils during stripping and excavation activities. Areas of exposed subgrade that become disturbed should be compacted to a firm, non -yielding condition, if practical, prior to placing any structural fill needed to achieve design grades. If this is not practical, the disturbed material must be excavated and replaced with structural fill. We recommend that the subgrade in the addition and new pavement and sidewalk areas, if applicable, be thoroughly proofrolled with heavily loaded rubber -tired equipment if site preparation is done during extended dry weather. The proofrolling should immediately follow stripping, where required. Soft, loose or otherwise unsuitable areas revealed during proofrolling should be excavated down to firm soil or to 2 feet, whichever is less, and replaced with structural fill. We recommend that the proof rolling be observed by a representative of our firm. If site preparation must be done during wet weather, the exposed subgrade should not be proofrolled because this could damage the subgrade. In wet weather, construction traffic should be kept off the exposed surface. The subgrade should be evaluated through hand probing by a representative from our firm who will evaluate whether there are zones of soft soils that need to be removed and replaced. These soft soils should be excavated to the depth recommended by our representative. In order to reduce the amount of mud that may be transported onto public roads by construction equipment, we recommend that a pad of quarry spalls be constructed at the entrance to the addition area. The quarry spalls should be in the range of 4 to 8 inches in size, and should be placed in a layer at least 12 inches thick. The quarry spell pad should be at least 15 feet wide. We recommend that it extend at least 100 feet into the site from the edge of the existing parking area. Earthwork General Excavation and Cut and Fill Slopes About 4 feet of excavation will be required to construct the depressed portion of the addition within the northern 3/4 of the footprint. Also, excavations will be required for new utilities in the vicinity and possibly for construction of retaining walls. We recommend that consideration be given to removing the existing fill and debris from within the addition area and replacing it with compacted structural fill. It may not be practical to remove ail the fill, however, and it should be understood that debris may be present in the remaining fill. There is a potential for long-term differential settlement at the ground surface or within the addition area where significant debris remains in place. This may occur in areas of stacked debris as finer particles filter into void spaces during groundwater fluctuations at the site. At a minimum, we recommend removal of exposed debris observed during site grading activities. We recommend that temporary cut slopes (if necessary) in the near surface soils be made no steeper than 11/2H:1V (horizontal to vertical). Cut slopes may need to be flattened locally where zones of rapid ground water seepage, raveling or caving are encountered. GEOENGINEERS� April 21, 2015 + Page 8 File No. 5925-008-00 We recommend that site safety and shoring, if needed, be made the responsibility of the contractor who is present at the site continuously and is able to observe changes in groundwater seepage and soil conditions and monitor the performance of excavations. Shoring and temporary slopes should conform to applicable local, state and federal safety regulations. Temporary cut slopes should be protected with plastic during periods of wet weather to reduce the potential for erosion. We recommend that permanent cut and fill slopes above or not in contact with standing water be inclined no steeper than 2H:1V. To achieve uniform compaction, we recommend that fill slopes be overbuilt slightly and subsequently cut back to expose adequately compacted fill. Permanent slopes should be hydroseeded or otherwise protected from erosion. Temporary erosion control measures such as straw, jute or biodegradable mats may be necessary on newly formed slopes until permanent vegetation becomes established. Footing Excavation We recommend that all footings for the addition be supported on a pad of compacted structural fill having a thickness of at least 2 feet. We recommend that the compacted structural fill extend horizontally out from each edge of the footing a distance equal to the depth of the excavation below footing subgrade level. Based on our review of previous explorations, the existing fill extends up to several feet below the existing site grade. Portions of the fill include concrete and other debris, as described in the Site Conditions section of this report. Additional excavation at the footing locations may be required if debris is exposed during footing excavation. The existing fill soils are generally loose, moisture sensitive and susceptible to disturbance. The first lift of new structural fill placed on these soils for footing support should be compacted without vibratory action to reduce the potential for pumping of these soils. The vibratory action of the compactors may also need to be curtailed if pumping of water is evident during compaction of subsequent lifts of fill. Also, it may be appropriate to place a geotextile fabric over the loose subgrade soils. We recommend that a representative of our firm observe the footing excavations before placement of structural fill. Soils found to be excessively loose or compressible should also be excavated and replaced with structural fill to the depth recommended by our representative. Our representative can also recommend the inclusion of a geotextile fabric, as appropriate. Fill Material Criteria Structural fill for support of footings, floor slabs, pavements and sidewalks should be free of organic matter, debris, man-made contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. The fill should generally consist of well graded, free graining pit run sand and gravel. As the amount of fines (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more difficult to compact, particularly during wet weather. Generally, soil containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of structural fill soils should be limited to less than 5 percent by weight of the fraction passing the 3/4-inch sieve. Structural fill for use during wet weather should GEOENGINEERS...0 April 21, 2015 Page 9 File No. 5925-008-00 consist of Gravel Borrow as described in Section 9-03.14(1) of the 2014 WSDOT Standard Specifications, with the additional restriction that the fines content be limited to no more than 5 percent. Structural fill may have a somewhat higher fines content provided that it is placed during extended dry weather conditions and the subgrade is not wet. Up to about 20 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content required for compaction. We should be provided samples of proposed borrow materials for evaluation before earthwork starts. The existing fill in the vicinity of the addition area consists of silty sand, sandy silt and silt with varying amounts of gravel. Debris, including concrete, wood brick and railroad ties were also encountered in previous explorations and excavations for construction of the existing Family Fun Center building. The fill contains a significant amount of silt and is moisture sensitive. Reuse of this soil as fill should be considered only during periods of prolonged dry weather. Also, this fill soil should only be placed on relatively dry subgrades. Where debris is encountered during grading or excavation, the debris must be picked out or otherwise separated from the soil prior to use as structural fill. Fill Placement and Compaction Criteria Structural fill should be mechanically compacted to a firm and nonyielding condition. It should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet subgrade soils and to provide support for construction traffic in heavily used areas. Each lift should be uniformly compacted as recommended before placing additional lifts of fill. Fill placed beneath the addition floor slab and within 2 feet of finished pavement and sidewalk grades should be compacted to at least 95 percent of the MDD estimated using the ASTM D 1557 test method. Structural fill placed more than 2 feet below the pavement subgrade level should be uniformly compacted to at least 90 percent of the MDD. These criteria also apply to utility trench backfill. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent ponding of surface water. We recommend that structural fill placement be observed by a representative from our firm to verify that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will complete a sufficient number of in -place density tests in the fill as it is being placed to evaluate whether the compaction criteria are being achieved. Settlement Considerations The addition area is underlain by existing site grade fill and native alluvial silt deposits. Ordinarily, these soils are compressible and would result in excessive settlements under the weight of foundation and floor slab loads. However, the addition area has effectively been preloaded by the stockpile that was formerly in place over most, if not all, of the footprint. In addition, excavation for the depressed portion of the addition (which includes the northwest corner area) will remove 3 to 4 feet of the existing fill, which since 1998 has also effectively performed as preload. GEOENGINEERS,g April 21, 2015 ! Page 10 File No. 5925-008-00 As discussed previously, there is a potential for long-term settlement at the site if significant debris remains below the building or ground surface. This may be mitigated by completing additional) exploratory test pits during site grading to evaluate the potential for additional debris, or by removing the old fill. Foundation Support Foundations for Addition As recommended above, spread footings for the addition should bear on a zone of compacted structural fill extending to a depth of at least 2 feet below bottom of footing grade. We recommend that all perimeter and interior footings be founded at least 18 and 12 inches, respectively, below the lowest adjacent finished grade. Isolated column footings should be at least 24 inches wide. Continuous strip footings should be at least 18 inches wide. Individual column footings and continuous footings constructed as recommended may be designed for an allowable soil bearing pressure of 2,500 pounds per square foot (psf). This value applies to the total of all dead plus long-term live loads, excluding the weight of the footings and overlying backfill. This value may be increased by one-third when considering earthquake or wind loads. We estimate that post construction settlements for wall and column foundations will range from about 1/2 to 1 inch, provided that there is at least 2 feet of compacted structural fill below the footings. The structure should be designed to tolerate at least 1/2 inch of differential settlement between adjacent columns. Differential settlements of up to 1/2 inch in 50 feet may be experienced along wall footings. We expect that settlement of the footings will be essentially complete within 2 to 3 weeks after the building loads are applied. As discussed previously, there is a potential for additional long-term settlements at the site if significant debris remains below the site. Loose or disturbed soil not removed from footing excavations prior to pouring concrete will result in increased settlement. We recommend that the condition of footing subgrades be observed by a representative of our firm prior to placing concrete to confirm that the bearing surfaces have been prepared in a manner consistent with our recommendations. If foundation construction is done during wet weather we recommend that the foundation subgrade soils be protected by placing a "mud mat" consisting of lean concrete or a layer of clear crushed rock about 4 inches thick. Foundations for Modifications in Existing Building We understand that the foundations for the existing building were originally designed and constructed to support future loading from a mezzanine level such as is planned for the interior modifications. Those foundations were also designed for an allowable bearing pressure of 2,500 psf. Floor Slab Support Floor slab subgrade areas should be evaluated by proofrolling or probing as recommended under the Site Preparation section of this report. We recommend that on -grade floor slabs be underlain by at least 12 inches of structural fill compacted to at least 95 percent of the MDD obtained using the ASTM D 1557 test method. In addition, we recommend that floor slabs be supported on a gravel layer to provide uniform support and to act as a capillary break. GEOENGINEERS April 21, 2015 a Page 11 File No. 5925-008-00 The gravel layer should consist of clean crushed gravel with a maximum particle size of 11/2 inches and negligible sand or silt, such as WSDOT 9-03.1(4)C Grading No. 57. The gravel layer should be placed directly over the structural fill. It should be compacted to a firm, nonyielding condition. For slabs designed as a beam on an elastic foundation, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used. If water vapor migration through the slab is undesirable, the gravel (capillary break) layer should be covered with a heavy plastic sheet, such as 10 mil plastic sheeting, to act as a vapor retarder. This will be necessary where slab areas will be surfaced with tile or carpet. It may also be prudent to apply a sealer to the slab surface to further retard the migration of moisture up through the slab. The contractor should be made responsible for maintaining the integrity of the vapor retarder during construction. Post construction settlements of floor slabs due to long-term areal loads of about 200 psf should be less than 1/2 inch. Abrupt differential settlements are not expected unless the floor loads are highly variable, or there is significant debris remaining beneath the slab area. Lateral Load Resistance Lateral loads on the addition can be resisted by passive resistance on the sides of footings and other below -grade structural elements and by friction on the base of footings. Base friction on floor slabs can also be used if the interface between the foundations and slabs can adequately transfer the loads. Passive resistance may be estimated using an equivalent fluid density of 300 pounds per cubic foot (pcf), assuming that the footings and below -grade elements are backfilled with structural fill compacted to at least 95 percent of the MDD. Frictional resistance may be estimated using 0.35 for the coefficient of base friction. The above values incorporate a factor of safety of about 1.5. Retaining Walls Retaining walls should be designed for lateral soil pressures based on an equivalent fluid density of 35 pcf, assuming level backfill behind the wall and the ability of the top of the wall to move laterally a distance at least one thousandth the height of the wall. Walls that are restrained from movement during backfilling should be designed for a lateral earth pressure corresponding to an equivalent fluid density of 55 pcf. These values apply to fill placed and compacted as recommended above, with the exception that the fill within a distance of 5 feet horizontally behind the wall should be compacted to 92 percent of the MDD. Care should be taken not to over -compact the backfill against the wall. The recommended fluid density also assumes a free -draining condition behind the wall. This may be achieved by placing a 12- to 18-inch-wide zone of sand and gravel containing less than 3 percent fines against the back of the wall. A 4-inch-diameter, rigid wall perforated drain pipe should be installed at the bottom of the sand and gravel zone along the base of the wall. The drain pipe should be sloped to drain to a suitable discharge. Drainage from roof downspouts should be tightlined separately to suitable discharge points. Values for allowable soil bearing pressure, frictional resistance and passive pressure presented above for shallow foundation support are also applicable to design of retaining walls. GEOENGINEERS� April 21, 2015 i Page 12 File No. 5925-008-00 Underground Utilities Underground utility installation should be completed in the normally dry late summer and early fall months when seasonal ground water levels will be lower. Excavations may be more difficult to complete during the wetter months because of saturated near surface soils and the potential for perched groundwater. Dewatering of utility trenches may be required, depending on the depth of the trench. We expect that most dewatering can be done by pumping from sumps. Utility installation should be done in advance of placing pavement subbase fill. Utility trenches should be backfilled in accordance with our recommendations for structural fill placement and compaction provided above. Pavements Reuse of Existing Pavement Areas Depending on finished grades and traffic use for pavement areas surrounding the addition, it may be feasible to use the existing pavement as the finished pavement, particularly in automobile parking areas. In heavy traffic areas, the existing pavement section and condition may not be adequate. In these areas, it may be appropriate to reconstruct the pavement section using the recommendations provided below for new pavements. Alternatively, it may be feasible to provide an overlay on the existing pavement to enhance its performance. The thickness of the overlay needed will depend on the actual traffic data, vehicle loads, and intended use. 0n a preliminary basis, we recommend that an overlay, if included in the project, consist of at least 2 inches of 1/2-inch hot mix asphalt (HMA) concrete (PG 64-22) conforming to WSDOT Sections 5-04 and 9-03. The surface of the existing pavement should be leveled, and existing cracks cleaned and filled with joint sealer material conforming to WSDOT Section 9-04.2(2). A tack coat should be applied to the prepared surface immediately prior to constructing the overlay. Subgrade Preparation for New Pavement Areas We recommend the subgrade soils in new pavement subgrade areas be prepared and evaluated as recommended above under Site Preparation. All new pavement and hardscape areas should be supported on at least 1 foot of compacted structural fill placed below the recommended crushed rock base course and subbase layers. Prior to placing the structural fill, if the exposed subgrade soils are excessively loose or soft, it may be necessary to excavate the soil in localized areas and replace it with structural fill or additional crushed rock base material. Also, it may be appropriate to place a woven geotextile fabric over soft subgrade soils. The necessity and specification for a woven geotextile is best evaluated at the time of construction when the subgrade soil conditions are exposed. New Hot Mix Asphalt Pavement In light -duty pavement areas (e.g., automobile parking), we recommend a new pavement section consisting of at least 2 inches of 1/2-inch HMA (PG 64-22) conforming to WSDOT Sections 5-04 and 9-03, over at least 4 inches of densely compacted crushed rock base course conforming to WSDOT Section 9-03.9(3). We recommend the crushed rock layer be underlain by at least 6 inches of free -draining sand and gravel GEOENGINEERS...0 April 21, 2015 Page 13 File No. 5925-00S-00 subbase fill conforming to Gravel Borrow as described in WSDOT Specification 9-03.14(1), with the additional restriction that the fines content be limited to no more than 5 percent. For heavy use areas, we recommend increasing the thickness of HMA and crushed rock base course to 3 and 6 inches, respectively. If pavement subgrade preparation work will take place during wet weather, it may be necessary to increase the thickness of subbase fill. Generally, a thickness of at least 12 inches may be needed. Both the base course and subbase fill should be compacted to at least 95 percent of the MDD estimated using ASTM D 1557. We recommend that proofrolling of the subgrade and compacted base course be observed by a representative from our firm prior to paving. Soft or yielding areas observed during proofrolling may require over -excavation and replacement with compacted structural fill, or use of a geotextile fabric. The pavement sections recommended above are based on our experience. Thicker asphalt sections may be needed based on the actual traffic data, vehicle loads, and intended use. All paved and landscaped areas should be graded so surface drainage is directed to appropriate catch basins. Drainage We recommend that the ground surface adjacent to the addition be sloped so that surface runoff flows away from the structure. We recommend that perimeter footings be constructed with subsurface drains. The drains should consist of rigid wall, perforated pipe with a diameter of at least 4 inches surrounded on all sides by at least 6 inches of gravel conforming to Gravel Backfill for Drains, Section 9-9-03.12(4) of the 2014 WSDOT Standard Specifications. We recommend against using flexible tubing for footing drain pipes. A nonwoven geotextile such as Mirafi 140N (or approved equal) should be placed between the drain gravel and the existing soils to prevent fine soil from migrating into the drainage material. Roof and footing drains should be connected via tight lines to the site storm drain system. The roof drain pipes should be kept separate from the footing drain pipes. Earthquake Engineering 2012 IBC Seismic Design Information We recommend the use of the following 2012 IBC parameters for soil profile type, short period spectral response acceleration (Ss), 1-second period spectral response acceleration (Si) and seismic coefficients (FA and Fv) for the project site. 2012 IBC Parameter Recommended Value Soil Profile Type E Short Period Spectral Response Acceleration, Ss (percent g) 145 1-Second Period Spectral Response Acceleration, Si (percent g) 54 Seismic Coefficient, FA 0.9 Seismic Coefficient, Fv 2.4 GEOENGINEERSQ April21, 2015 1 Page 14 File No. 5925-008-00 Seismic Hazards General The Puget Sound region is a seismically active region. Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American tectonic plates. The Juan de Fuca Plate is subducting beneath the North American Plate. Each year 1,000 to 2,000 earthquakes occur in Washington and Oregon. However, only 5 to 20 of these are typically felt because the majority of recorded earthquakes are smaller than magnitude 3. In recent years three large earthquakes occurred which resulted in some liquefaction in loose alluvial and hydraulic fill deposits and significant damage to some structures. The first earthquake, which was centered in the Olympia area, occurred in 1949 with a Richter magnitude of 7.1. The second earthquake, which occurred in 1965, was centered between Seattle and Tacoma. It had a Richter magnitude of 6.5. The most recent large earthquake in the Puget Sound area occurred on February 28, 2001 and had a Richter magnitude of 6.8. The epicenter for this event was located a few miles northeast of Olympia. The event caused some building damage in and around Seattle, Tacoma and Olympia. Potential seismic hazards from earthquakes include ground shaking, surface fault rupture, liquefaction, lateral spreading, and landslides. We evaluated the likelihood of each of these hazards at the site, except for landslides, which are unlikely to occur due to the gentle topography. Liquefaction and lateral spreading hazards at the site are discussed in more detail below. The 2012 IBC recommends that the design earthquake in this region be based on a 2 percent probability of exceedance in 50 years. This corresponds to an earthquake with a peak horizontal ground acceleration of approximately 0.60g, where g is the gravitational constant. Based on our knowledge of regional geology in the vicinity of the site and the substantial thickness of glacial and postglacial sediments beneath the site, we conclude that the potential for surface fault rupture is remote. Liquefaction Liquefaction is a condition where soils experience a rapid loss of internal strength as a result of strong ground shaking. (around settlement, lateral spreading and sand boils may result from soil liquefaction. Structures supported on liquefied soils could undergo potentially damaging settlements or lateral movement. Conditions favorable for liquefaction include loose to medium dense sand which has a low percentage of silt, and which is below the ground water table. Based on the previous explorations, it appears that the near -surface loose to medium dense granular fill and native soils below the groundwater level have a moderate to high potential for liquefaction during the design earthquake. Ground settlement may be expected if liquefaction occurs. The potential ground settlement caused by liquefaction will vary depending on the actual levels of ground shaking, the duration of shaking and site specific soil conditions. We estimate that the total subsidence resulting from liquefaction of the granular soil units below the addition area could be in the range of 2 to 4 inches. Differential movement may be about one-half of the GEOENGINEERS. April 21, 2015 = Page 15 File No. 5925-008-00 total subsidence over the addition area. We estimate that the differential settlement across the addition area may be on the order of 1 to 2 inches. Actual settlement patterns will vary widely due to variations in silt content, thicknesses of loose soil zones and the particular characteristics of the earthquake such as horizontal and vertical accelerations, duration and attenuation behavior. Supporting the building foundations and the floor slab on structural fill will help to mitigate some of the differential settlements due to liquefaction. Also, structurally connecting the individual column footings and continuous footings with grade beams (as was done for the existing building) will further reduce the impacts of liquefaction induced settlements. Other measures to mitigate these settlements include ground improvement and pile support of the addition. Differential ground settlement and horizontal displacement from lateral spreading (see below) will likely occur during strong earthquakes and some damage to the structure and floor slabs should be expected. We recommend thatthe project structural engineer evaluate the capability of the addition to withstand total collapse and to allow for safe egress and other life safety issues based on the estimated liquefaction -induced settlements and lateral spreading displacements. Lateral Spreading Lateral spreading involves lateral displacements of large volumes of liquefied soil. Lateral spreading can occur on near -level ground as blocks of surface soil displace relative to adjacent blocks. Lateral spreading also occurs as blocks of surface soil are displaced toward a nearby slope (free face) by movement of the underlying liquefied soil. The bank of the Green River north of the addition site represents a free face condition. Therefore, topography of the site and underlying soil conditions indicate that lateral spreading is a possibility at the siite. We evaluated the lateral spreading potential using an empirical model that incorporates seismic, geological, and topographic and soil factors that affect ground displacement. The model was developed from compiled data collected at sites where lateral spreading has been observed. The magnitude of the lateral spreading depends on earthquake magnitude, horizontal ground acceleration, thickness of the liquefied soil zone, grain size distribution of the liquefied deposit, and the ratio of the free face height to the distance between the structure and the toe of the free face. The results of our evaluation indicate that lateral spreading may occur at the site during an earthquake with a magnitude of 7.5 or greater. We estimate that the total horizontal movement toward the Green River will be on the order of 4 to 6 feet. We estimate that the differential horizontal movement with the addition footprint could be on the order of 1/2 to 1 foot. As with liquefaction induced settlements, mitigation techniques to reduce structural damage to the addition caused by lateral spreading include supporting the footings and floor slab on zones of compacted structural fill and structurally connecting the individual column footings and continuous footings using grade beams. Supporting the addition on piles or on improved ground would also help reduce the magnitude of horizontal movements caused by lateral spreading. It should be noted that these measures will not mitigate all of the potential liquefaction and lateral spreading damage and do not preclude damage to the addition or surrounding features resulting from other earthquake characteristics, such as inertial forces from severe ground shaking. GEOENGINEERSQ April 21, 2015 + Page 16 File No. 5925-008-00 Other Considerations Methane Gas Potential In our June 30, :1997 geotechnical report, we recommended that a methane venting system be provided under the floor slab for the existing Family Fun Center building. Based on methane sampling GeoEngineers conducted in January 1999, which indicated low concentrations of combustible vapors, and follow up discussions with the King County Solid Waste Department and the Washington State Department of Ecology, we concluded that a venting system or vapor barrier was not required beneath the Family Fun Center building. Soil Corrosivity Also in our June 30, 1997 geotechnical report, we concluded that the existing fill soils at the site may be considered mildly to moderately corrosive and that no special treatment is required for concrete. We also recommended that buried, unprotected steel pipes should have a greater wall thickness than is typically used. LIMITATIONS We have prepared this report for the exclusive use by Family Fun Center and Bullwinkle's Restaurant, Magellan Architects and their authorized agents for the design of the proposed Route 66 Addition and Interior Alterations project at 7300 Fun Center Way in Tukwila, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. Any electronic form, facsimile or hard copy of the original document (email, text, table and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Please refer to Appendix B titled, "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. GEOENGINEERji April 21, 2015 Page 17 File No. 5925-008-00 0 8) E ca c c y LL 0 o 0 LO O) 0 CO 1.0 0 N rn co v 0 E 8i U ood --.S-1.51st_ Southcehter Mall .S outhcet Mall 1 --St-- TukwilaG Park 1,3 t)) - . rem a_P_kwy� °_.Evans Bia irm ;°7 _i$aker Hfv Bak 4Sz 41 td -B 11d el evue Notes: 1. The locations of all features shown are approximate. 2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. 3. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. Data Sources: ESRI Data & Maps, Street Maps 2005 Transverse Mercator, Zone 10 N North, North American Datum 1983 North arrow oriented to grid north -Brack-River Riparian ck6) 1" .Forest m 1cesdale� ( Ave-sw; 58thr- 5Y�' W tki Longacres Racetrack 0 te tY' m 1,000 w 0 1,000 Feet tack t ve, Vicinity Map Route 66 Addition and Interior Alterations Project Tukwila, Washington GEOENGINEERS Figure 1 E Ln 0 N O N 0 0 O 0 > T 1171 c 0 0 E N m H 0 O CO 0 O C N m Ln 0 U 0 0 CO 0 0 N O7 LO LLI U N 0 20 :).'.2TNK:£ FROM OHWM GREEN RIVER PROPOSED 12,386 SF 1-STORY ADDITION SP.19 EXISTING 34,166 SF, 2-STORY AMUSEMENT CENTER & ARCADE w/ PROPOSED 1,646 SF EXPANSION OF EXISTING 2ND FLOOR INTERSTATE i_405 Ii gi IIllllllll{dII mwm j Legend GB-1+ TP-2 SP-7- AB-4+ 100 Previous boring completed by GeoEngineers (1997) Previous test pit completed by GeoEngineers (1997 and 1998) Previous direct push boring completed by GeoEngineers (1997) Previous boring completed by others (1989 and 1997) 0 100 Feet Notes: 1. The locations of all features shown are approximate. 2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication. Reference: Drawing provided by Magellan Architects. Site Plan Route 66 Addition & Interior Alterations Tukwila, Washington GEOENGINEERS.g Figure 2 APPENDIX A Previous Expilorations APPENDIX A PREVIOUS EXPLORATIONS This appendix presents logs of selected borings and test pits for previous studies of the Family Fun Center property in 1989 and 1997 to 1998. The approximate locations of these explorations are shown on the Site Plan, Figure 2. Geotechnical laboratory test data related to these explorations are also included in this appendix. GEOENGINEERS,_.(d." April 21, 2015 Page A-1 File No. 5925-008-00 TEST DATA BORING GB-1 : DJ M: M SR:vvl 6/25/97 5925-001-37-1130 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 0- 5- 10- 15— w a. LL Z w 0 20- 25 — 30- 35- 40— MD 9 129 MD 15 83 MD 44 78 MD 37 83 MD, 44 78 CS MD 19 105 50/4" ■ 34 ■ 3 ■ 2 � 2 � 2 ■ 9 0 38 � L 3 L r Note: See Figure A-2 for explanation of symbols GM XX GM SM ML DESCRIPTION Surface Elevation (ft.): 29.0 Gray to brown silty coarse gravel with sand (dense, moist) (fill) Slag with fine to coarse sand (fill) Brown silty fine to coarse gravel with fine to coarse sand and occasional wood chips (dense, moist) (fill) Brown silty fine to medium sand with occasional gravel (dense, moist) (fill) Brown fine sandy silt (soft, moist) (fill) SP-SM Brown fine to medium sand with silt (very loose, moist) (fill?) ML Brown mottled fine sandy silt (very soft, moist) Becomes wet ML Gray silt with a trace of fine sand (very soft, wet) SP J Black fine to medium sand (loose, wet) Becomes dense 0 — 5 — 10 —15 — 20 —25 — 30 — 35 — 40 Geo � Engineers LOG OF BORING FIGURE A-3 TEST DATA BORING GB-1 (Continued) : DJ M: MSR:vvi. 6/25 /97 5925-001-37-1130 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 40 45 — 50- 55— w w w U- p 60 — 65- 70 — 75- 80- 28 1 72 1 Note: See Figure A-2 for explanation of symbols DESCRIPTION 40 —45 Boring completed at 49.0 feet on 06/16/97 Perched ground water encountered at 2.0 feet during drilling — 50 Ground water encountered at 23,0 feet during drilling —55 • — 60 — 65 —70 —75 — 80 Geo \� Engineers LOG OF BORING FIGURE A-3 LOG OF TEST PIT DEPTH SOIL BELOW GROUP GROUND FIELD CLASSI- SURFACE SAMPLE . SCREENING FICATION (FEET) NUMBER RESULTS SYMBOL DESCRIPTION TEST PTr 1 0.0 - 2.5 SM Brown silty fine sand (loose, wet) (fill) 2.5 - 8.0 TP-1-3.0 <100/NS SM Gray silty fine sand with gravel and occasional cobbles (very dense, moist) (fill) TP-1-6.0 <100/NS TP-1-7.5 <100/NS SM Gray silty fine sand with occasional chunks of concrete (very dense, moist) (fill) 0.0 - 3.5 TP-2-2.0 < 100/MS GW 3.5 - 7.0 CA TP-2-5.0 <100/HS SP-SM 7.0 - 10.5 CA TP-2-8.0 <100/SS SW 10.5 - 12.0 TP-2-12 <100/NS SP-SM Test pit completed at 8.0 feet on 02/26/98 Slight ground water seepage observed at 3.0 feet TEST PIT 2 Gray fine to coarse gravel and occasional cobbles (very dense, wet) (fill) Gray fine to coarse sand with silt and gravel (very dense, moist) (fill). Strong natural gas -like odor. Gray fine to coarse sand with gravel and occasional cobbles, wood and concrete debris (dense, wet) (fill) Gray fine to coarse sand with silt, gravel and occasional cobbles (very dense, wet) Test pit completed at 12.0 feet on 02/26/98 Rapid ground water seepage observed at 1.0 feet THE DEPTHS OF THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT Geo j- I" Engineers LOG OF TEST PIT FIGURE A-4 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL 0.0 - 2.0 2.0 - 3.0 SM 3.0 - 5.0 ML 5.0 - 8.5 SM DESCRIPTION TEST PIT GT-7 Approximate ground surface elevation: 27.0 feet Tree limbs, bricks, wire, concrete blocks, debris and boulders (loose, moist) (fill) Brown silty fine to medium sand with occasional gravel and abundant fine organic matter (medium dense, moist) (fill) Gray silt with fine to medium sand, occasional gravel and organic matter (soft, moist) (fill) Brown silty fine to coarse sand with gravel and concrete debris (medium dense, moist) (fill) Test pit completed at 8.5 feet on 06/17/97 due to refusal on concrete debris No ground water seepage observed No caving observed Disturbed soil samples obtained at 2.0, 3.0, 5.0 and 8.5 feet TEST PIT GT-8 Approximate ground surface elevation: 26.0 feet 0.0 - 2.5 GW-GM Brown fine to coarse gravel with silt and sand (dense, moist) (fill) 2.5 - 3.0 PT Fibrous wood debris (soft, moist) (fill) 3.0 - 3.5 ML-SM Yellow silt with fine sand (hard, moist) (fill) 3.5 - 4.0 SM Brown silty fine to coarse sand (medium dense, moist) (fill) 4.0 - 9.0 ML Brown silt with fine sand (stiff, moist) (fill) 9.0 - 12.0 SP Brown fine sand with a trace of silt (loose, moist) Test pit completed at 12.0 feet on 06/17/97 No ground water seepage observed No caving observed Disturbed soil samples obtained at 3.0 and 4.5 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo ,‘O Engineers LOG OF TEST PIT FIGURE A-8 LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT GT-9 Approximate ground surface elevation: 51.0 feet 0.0 - 0.5 GP Brown coarse gravel (dense, moist) (fill) 0.5 - 3.0 GM Brown silty fine to coarse gravel with fine to coarse sand and occasional roots (dense, moist) (fill) 3.0 - 12.0 SM Black silty fine to medium sand with gravel and abundant organic matter (medium dense, moist) (fill) Becomes wet at 7.0 feet Test pit completed at 12.0 feet on 06/17/97 Slow ground water seepage observed at 7.0 feet No caving observed Disturbed soil samples obtained at 2.0 and 7.0 feet TEST PIT GT-10 Approximate ground surface elevation: 24.0 feet 0.0 - 0.5 Wood debris (fill) 0.5 - 1.5 ML Gray silt with fine sand, occasional gravel and fine organic matter (stiff, moist) (fill) 1.5 - 5.0 SM Brown silty fine to coarse sand with gravel (medium dense, moist) (fill) • 4-foot-diameter concrete debris and wire encountered at 2.0 to 7.0 feet 5.0 - 6.0 SW-SM Gray fine to coarse sand with silt and occasional gravel (medium dense, moist) (fill) 6.0 - 9.0 ML Gray silt with fine sand (medium stiff, moist) (fill) 9.0 - 12.0 SM Gray silty fine to medium sand (medium dense, moist) Test pit completed at 12.0 feet on 06/17/97 Slow ground water seepage observed at 7.0 feet No caving observed Disturbed soil samples obtained at 2.0, 3.0 and 12.0 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo O Engineers LOG OF TEST PIT FIGURE A-9 MOISTURE CONTENT DATA Test Pit Number Depth of Sample (feet) Soil Classification Moisture Content (%) 2 3.0 ML 20 3 2.0 ML 22 4 2.0 GM 10 4 5.0 SM 20 5 2.0 GM 11 5 4.0 SM 15 5 8.0 ML 22 6 1.0 GM 11 7 8.0 SM 18 9 7.0 SM 17 10 3.0 SM 10 11 1.0 SM 21 12 4.0 SM 23 12 6.0 ML 44 Geo k `'Engineers MOISTURE CONTENT DATA FIGURE A-11 w a J 0 co z 0 U m C) N 1130 DJM:MS 0 0 CONSOLIDATION (inchesTnch) 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 f i i i ! _1 --I- I I — E -I—(— — — __J— L — — - --- 1 1—r —i 4 L ;t E i ' I E i , E E i � L ! I € , I 1 _ i I E I ' ' 0.1 0.2 0.5 1 2 5 PRESSURE (Ibs/ft2x 103) 10 20 50 KEY BORING NUMBER SAMPLE DEPTH (FEET) SOIL CLASSIFICATION INITIAL MOISTURE CONTENT INITIAL DRY DENSITY (LBS/FT3) ® GB-1 28 Gray silt (ML) (very soft, wet) 44 78 Geo j Engineers CONSOLIDATION TEST RESULTS FIGURE A-12 TEST DATA BORING SP-7 DEPTH IN FEET Sheen 0 5 10 15 20 25 30 35 40 Vapor Conc. (PPm) Other Blow Group Test Count Samples Symbt DESCRIPTION Surface Elevation (ft.): ML Gray silt with fine to coarse sand and occasional gravel - (medium stiff, moist) — NS <100 NS <100 il _ Grades with wood debris NS 200 0 / ML Gray silt with fine to medium sand and occasional gravel _ (medium stiff, moist) /----- ML Grayish brown silt with occasional fine to medium sand and gravel (medium stiff, moist) NS = 600 Becomes brown and stiff NS 100 i ; Decreasing gravel content NS 100 CA 3 • : : SM Gray silty fine sand (dense, moist) NS 100 f 3 I ;:'. Note: See Figure B-2 for explanation of symbols 0 5 10 15 0 5 0 5 0 Geo ��Engineers LOG OF BORING FIGURE B-8 TEST DATA BORING SP-7 (Continued) 1 :GRS:WB:CMS 11/10/97 i 1 40 Vapor Conc. Other Blow Group Sheen (ppm) Tests Count Samples Symbol DESCRIPTION 45- 50— NS 1,000 NS <100 Boring completed at 51.0 feet on 10/02/97 No ground water encountered during drilling 40 — 45 — 50 55— —55 • w - - LL Z - - 0 60— —60 65— —65 70— —70 75— —75 80— — 80 Note: See Figure B-2 for explanation of symbols Geo W Engineers LOG OF BORING FIGURE B-8 N ( o :GRS:WB:CMS tl) TEST DATA BORING SP-19 Vapor Conc. Sheen ' (ppm) 0- 10- 15— 25 — 30- 35- 40 — HS <100 HS 230 HS 200 • HS 390 NS 480 NS 380 NS <100 Other Blow Group Test Count Samples Symbol CA GM DESCRIPTION Surface Elevation (ft.): Brown silty fine to medium gravel with occasional fine to medium sand (medium dense, moist) ML Gray sandy silt with occasional gravel (medium stiff, wet) Grades to with occasional wood fragments and becomes soft ML Gray sandy silt with gravel and wood fragments (medium stiff, • moist) ML Gray silt with fine to medium sand (medium stiff, moist) Note: See Figure B-2 for explanation of symbols Decreasing sand content Boring completed at 21.0 feet on 10/03/97 Ground water encountered at approximately 20.0 feet during drilling 0 —5 — 1 0 —15 —20 —25 —30 —35 — 40 Geo \s Engineers LOG OF BORING FIGURE B-17 10 20 30 4 Q4 � o e A �Cti 1e' .\& �` C�i17 BORING B-18 Description Comments Y — > 50 >50 y 1 1 2 e = is i1 I i I ., I i I i j Bare soil - No sample - rock in auger - Brownish gray, silty SA4NTD, fine- to medium -grained, with gravel, moist, very dense. (1-ILL) SM ~ — — 45 22 3 I 4 I { I.I I,- IfI • I ! l i I I ; l 1�IiI ! With wood fragrnenls, most, dense. (FILL) -1.--comes less silty. (FILL) - Upper 4"; Dark brown, silty SAND, fine- to medium -grained, No hydrocarbon odor detected throughout boring. 20 5 C _ ML - Lower 8"; Greenish gray, SILT, with organics, moist, very stiff. > 50 6 — • - Dark gray to black SAND, medium- to coarse -grained, _ �Sp with gravel, moist, very dense. _ 35 7 L I I I - Dark gray SILT, with sand, moist, hard. _ ML >50 8 C I ( I - No sample recovered. * Boring drilled to 37.5 feet and sampled to 38.5 feet on November 1, 1996. * No visual or olfactory indication of contamination in soil. * No groundwater encountered in boring. * Headspace measured using Photovac 2020 PID. BORING LOG B-18 NIELSEN PROPERTY SW GRADY WAY AT INTERURBAN AVE TUKWILA, WASHINGTON Job No: 96387E Dale: DEC 1996 /oiled by; TAJ Pure: 6 ' Laboratory Tests *0 0=~ �� -� ��2 Equipment Mobi|e 8-61 �Cul � �� z� E 0 = Co Not J 3� [� ��0 �5r� o uv Elevation mea»urc Oa\a 3/31/89 O 14 9.9 118 U 5 22.3 98 < 5 7 30'8 gO U 7 0 8 O � 5 --- --__ 0 7 65.3 60 ---- - ---- 25—--- Jh + % Lower explosive limit, measured using MSA ]6) Exp|nsimeter. - M0TTLEO GRAY AND BROWN SILTY SAND (3M) loose to medium dense. moist; fine to medium grained, with some grave) and trace burned vund chips (Fill). GRAY AND BROWN MOTTLED SANDY SILT NO medium stiff' wet; with trace organics (Fill). With some organics. GRAY SILT /ML) medium stiff, wet; with layers of saturated gray fine sand' DARK GRAY SAND (SP) medium dense, saturated; fine grained. Groundwater encountered at approxi- mately 21-font depth during drilling. AWledQeoteohnoAoQyInc. o^v*mhn/cu/snoimmnno Log of Boring B-4 Hillman Properties NW Tukwila Development JOB NUUBEo DRAWN son APPROVED DATE REVISED DATE APPENDIX B Report Limitations and Guidelines for Use APPENDIX B REPORT LIMITATIONS AND GUIDELINES FOR USE1 This appendix provides information to help you manage your risks with respect to the use of this report. Geotechnical Services are Performed for Specific Purposes, Persons and Projects This report has been prepared for the exclusive use of Family Fun Center and Bullwinkle's Restaurant, Magellan Architects and their authorized agents. This report is not intended for use by others, and the information contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. Our report is prepared for the exclusive use of our Client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our firm with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with OUT Agreement with the Client and generally accepted geotechnical practices in this area at the time this report was prepared. This report should not be applied for any purpose or project except the one originally contemplated. A Geotechnical Engineering or Geologic Report is Based on a Unique Set of Project -Specific Factors This report has been prepared for the proposed Route 66 and Interior Alterations project located at 7300 Fun Center Way in Tukwila, Washington. GeoEngineers considered a number of unique, project -specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, do not rely on this report if it was: ■ Not prepared for you; ■ Not prepared for your project; ■ Not prepared for the specific site explored; or • Completed before important project changes were made. For example, changes that can affect the applicability of this report include those that affect: • The function of the proposed structure; • The elevation, configuration, location, orientation or weight of the proposed structure; ■ Composition of the design team; or • Project ownership. 1 Developed based on material provided by ASFE, Professional Firms Practicing in the Geosciences; www.asfe.org. GEOENGINEERSQ April 21, 2015 Page B-1 File No. 5925-008-00 If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide written modifications or confirmation, as appropriate. Subsurface Conditions can Change This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. Most Geotechnical and Geologic Findings are Professional Opinions Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Geotechnical Engineering Report Recommendations are not Final Do not over -rely on the preliminary construction recommendations included in this report. These recommendations are not final, because they were developed principally from GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform construction observation. Sufficient monitoring, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A Geotechnical Engineering or Geologic Report Could Be Subject To Misinterpretation Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after submitting the report. Also retain GeoEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre -bid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Exploration Logs Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical April 21, 2015 Page B-2 File No. 5925-008-00 GEOENGINEERS...0 engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the specific types of information they need or prefer. A pre -bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available, while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule. Contractors are Responsible for Site Safety on Their Own Construction Projects Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on -site personnel and to adjacent properties. Read These Provisions Closely Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations" provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these "Report Limitations and Guidelines for Use" apply to your project or site. Geotechnical, Geologic and Environmental Reports Should Not Be Interchanged The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental findings, conclusions or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding a specific project. Biological Pollutants GeoEngineers' Scope of Work specifically excludes the investigation, detection, prevention, or assessment of the presence of Biological Pollutants in or around any structure. Accordingly, this report includes no interpretations, recommendations, findings, or conclusions for the purpose of detecting, preventing, assessing, or abating Biological Pollutants. The term "Biological Pollutants" includes, but is not limited to, molds, fungi, spores, bacteria, and viruses, and/or any of their byproducts. GEOENGINEERS� April 21, 2015 Page B-3 File No, 5925-008-00 Have we delivered World Class Client Service? Please let us know by visiting www.geoengineers.com/feedback. GEOENGINEERS TECHNICAL INFORMATION REPORT Proposed Modifications to Family Fun Center 7300 Fun Center Way Tukwila, Washington Prepared for: Family Fun Center 7300 Fun Center Way Tukwila, WA 98188 April 17, 2015 Our Job No. 16344 i.J �` 't• El Act Q f ti3 01� kilA o 44 HAVE . •;/ '. t 1 x 18215 72ND AVENUE SOUTH KENT, WA 98032 425 ( ) 251-6222 (425) 251-8782 FAX o " - Z BRANCH OFFICES ♦ TUMWATER, WA ♦ LONG BEACH, CA ♦ ROSEVILLE, CA ♦ SAN DIEGO, CA �o z � q, www.barghausen.com `T'IVG EN GA° TABLE OF CONTENTS 1.0 PROJECT OVERVIEW 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 3.0 OFF -SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6,0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL 16334.001.doo 1.0 PROJECT OVERVIEW 1.0 PROJECT OVERVIEW This project is a slight modification to the existing Family Fun Center development with the addition of a 12,663-square-foot ± building along the north end of the existing building. The project site is located within a portion of the Northwest quarter and the Northeast quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More particularly the site is bound on the south by S.W. Grady Way, on the east by railroad tracks, on the west by Interurban South, and on the north by the Green River. The site is already completely developed and there is no detention on this project site, however, there is existing water quality in the form of a bio-filtration swale located in a flood compensatory area adjacent to the Green River. Please refer to Section 6.0 of this report for a prior report prepared for sizing the flood compensatory area and water quality facility for this overall development. With this new project there may be a slight increase in impervious surface that would be far Tess than 2,000 square feet, which is the threshold for requiring flow control in addition to water quality measures. The proposed building would be located over a portion of the Family Fun Center that currently has existing children's rides located on it, and which consists almost entirely of impervious surface. With this building addition there will be a 5-foot-wide ± strip of land for landscaping along the eastem side of the proposed building between the parking lot and the building. There may even be a net 0-square-foot loss of impervious surface with this development. Because of these conditions and the fact this project uses the Direct Discharge Exemption for flow control, and since there is no net increase in impervious surface there is no need for further water quality either with this development. In fact, water quality should be improved since the project is replacing pollution -generating impervious surface with non -pollution -generating impervious surface. 16344.002.doc TIR WORKSHEET KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Family Fun Center Phone Address Tukwila Project Engineer Ali Sadr Company Barghausen Consulting Engineers, Inc. Phone (425) 251-6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivision / Short Subd. / UPD ® Building Services M/F / Commercial / SFR ® Clearing and Grading O Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION .: Project Name Building Addition DDES Permit # Location Township 23 North Range 4 East Section 24 Site Address NEC - Grady Way and Interurban Avenue Part 4 OTHER REVIEWS AND PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Other ❑ Shoreline Management ❑ Structural RockeryNault/ ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (circle): Date (include revision dates): Date of Final: Report Full / Targeted / Large Site Site Improvement Plan (Engr. Plans) Type (circle one): Full / Modified / Small Site Date (include revision dates): Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2009 Surface Water Design Manual 1 1/1/09 16344.001.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes / No Start Date: Completion Date: Describe: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Tukwila Special District Overlays: Drainage Basin: Green River Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ® River/Stream ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression 0 Coal Mine Hazard ® Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection LI ❑ Steep Slope Part 10 SOILS Soil Type Slopes ❑ High Groundwater Table (within 5 feet) ❑ Other Erosion Potential ❑ Sole Source Aquifer ❑ Seeps/Springs ❑ Additional Sheets Attached 2009 Surface Water Design Manual 2 1/1/09 16344.001.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other LIMITATION / SITE CONSTRAINT ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: I Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number Direct Discharge (incl. facility summary sheet) Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: Yes / No Liability Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No, Landscape Management Plan: Yes / No Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Blood Elevation (or range): Datum: . Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 1/1/09 16344.001.doc 3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ❑ Clearing Limits ❑ Stabilize Exposed Surfaces ❑ Cover Measures ❑ Remove and Restore Temporary ESC Facilities ❑ Perimeter Protection ❑ Clean and Remove All Silt and Debris Ensure ❑ Traffic Area Stabilization Operation of Permanent Facilities ❑ Sediment Retention ❑ Flag Limits of SAO and open space preservation areas ❑ Surface Water Control ❑ Other ❑ Dewatering Control ❑ Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description Existing Biofiltration Swale ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other None Direct Discharge 1/ Biofiltration ❑ Wetpool ❑ Media Filtration ❑ Oil Control • Spill Control ❑ Flow Control BMPs ❑ Other 2009 Surface Water Design Manual 4 1/1/09 16344.001.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the inform 'on provided hef e is accurate. City " aC/ al A(A Signed/ ate '"- l •7 f.3 2009 Surface Water Design Manual 5 1 /1 /09 16344.001.doc VICINITY MAP MAP CRESTVIEV� PARK S 16i Pi 1:24,000 1 in. = 2000 ft. 0 0.25 miles 0.5 a cst' .� Itr s tzh(h St s "_,'c.[ 10 _®s ,' J tS' P ^� G S 1 tSC > — d��6 �a H 4 �S�?;' Q! ��¢'� i $ J' a S St 2 �/�5- AT 5,1 tgr- v.$`r' SKYWAY •� �Py � + 10 t '. I. s S 125thlr Q\IC}��7WC€I/pt'° PARK v l e S'1 4tSt a'S126 LA a + ��! }F —5f•.. 'z`�Bp ! 3P QT,S thS�f ,rg5�� 5t M¢4UNtTY v ,P, �q 5 726th\ S 126th d 5 !E S 56\\ { aco �1 - 1t S 1 5 ( 4of'6 ,',/CENT R PARK �i i 27tf PI PI ¢%r 72 17.E 116f St tr. V4"9 a Q z?s 1 �� 9� ¢ ,gS> a�" S....„..... 9�h 9 r r28Ih52 G,y b r ,.�' ��#f rH •� < `'- 5 127t ` A •cj .ram ` is e , 1 T Ter, :,�o,! 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SPL93.0050 9403313383 3.94 AC 1716388 285751 0450 y ry6 66 N� 2295490 S6 6OR Gto UNDAKER'S INTERUR VOL 14/46 3' VACATED MAX 5, 1919 BY TORN OF TUKWILA , 5029/291 91'ATB TO P.S.P. 6 L. CO. 342-30-02t1 05 9.42 4,5' �� oy , bA 0 x\ O 0 9 b ry0 `wry 593310 y SC SPRY 84 RC CAU 2.56 AC 111608 SF 15,04 AOREE)ENT 8 NO. 725392 (LETTER 5-30-73) RIVER (OLD LOCATI017( 9 4329/609 4° 'A,• LINE 12p SC 596089 PT 105+30.55 .• , 403, and is not pueranteest to show accurst; measurements." Do not use for survey purposes. 12563* 9118 354143E 8.13 AC - _N 8 Yy 5E11'lRH'o423-4 359700 , RR - THE INTERURBAN A VOL 80185 TUBLA L07-021 20070625900010 TUKWILA !ILA L98-0028 155710* 3.56 AC /f 0', 9013 / 18.00 864-48-00E 5.90 ~ ryw a ' 3.90 "4612/253 66.. S6Q' 9806309017 A f. I 3595101 8.25 AC 9063 POR. 213390 9F 4.89 AC 149350 8F 3.6 AC 0040 8E780 SF 1.99 AC POR. 9037 _1331.38 1334.87 1031408 2.37 AC 9037 2 EC 006 12745 • 970909, • 3C '4 9 9 9 8505220 8 87=4 67. .6 FEMA MAP EFFECTS FROM LOOK CREEK 069E AE EL 23 47°26'15" 122°13'07" LFht(:I Ivt DAI t Ur COUNTYWIDE FLOOD INSURANCE RATE MAP: SEPTEMBER 29.1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Revised May 16,1995 to update map format. To 'determine if flood insurance is available, contact an insurance agent or . callthe. National Flood Insurance Program at (800) 638-6620. APPROXIMATE SCALE IN FEET 600 0 600 NATIONAL FLOOD INSURANCE PROGRAM FIR FLOOD INSURANCE RATE MAP KING . COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY • NUMBER PANEL SUFFIX KENT; CITY OF ' 53008D 0978 F •RENTON,CITY - OF 630088 0978 TUKWILA, CITY • OF•• 530091 0978 F MAP NUMBER 53033C0978 F MAP REMISED: MAY 16,1995 Federal Emergency MMaitagement Agency Li 1 3 ELEVATION REFERENCE MARKS REFERENCE ELEVATION MARK (FEET NGVD) DESCRIPTION OF LOCATION RM330 30.60 A chiseled square in southeast corner of the southerly walk wingwall on the Fort Dent Bridge over Green River, 11 feet east of centerline of sidewalk, 7 feet north of concrete light pole. Established by CH2M HILL, Inc. RM331 33.51 A chiseled square in angle point on the northeast wingwall of the concrete interurban Avenue bridge over Green River in Tukwila. Established by CH2M HILL, Inc. RM333 25.01 A nail in the top of the northeast wingwall of the 1-405 Bridge over Black River, RM334. 11.95 A railroad spike on the east face of a large power pole 30 feet west of centerline of Black River, 50 feet south of the centerline of 16th Street. Established by CH2M HILL, Inc. RM335 28.34 A chiseled square on the highest point of a large rock on northerly side of bike path at the northwest of Christensen Green Belt Park in Tukwila, 120 feet south of the Stronder Boulevard Bridge over Green River. Established by CH2M HILL, Inc. RM336 31.96 PK nail and shiner set in southwest corner of wood wingwall on the street railroad bridge over Green River, 0.30 mile south along the river from the Strandor Boulevard Bridge over Green River. RM337 27.09 A 60-d spike In southwesterly face of 48-inch cottonwood tree on left bunk of Green River 100 feet from northeasterly corner of large concrete building., 25 feet east of bike path north side of pond, 3,200 feet north along left bank from South 180th Street -SW 43rd Street. Establlshed by CH2M HiLL, Inc. RM338 12.30 Railroad spike 3.3 feet up south face 27th Street; first power pole on north side SW 27th Street; first power pole east of Springbr.00k Creek. Established by City of Renton Public Works Department. RM339 21.79 Chiseled square on top of concrete curb on east side of driveway to house number y 15.16. _...on., ..SW , 43rd _. - 5.1`ri t ;e'`" a'"1 : 5"--f-e=e P'Y' i- u i N o f n ern — end of concrete curb and 29.5 feet south of south face of house. Established by City of Renton Public Works Deportment. RM340 32.49 A chiseled "+" in top southwesterly bolt at southwest corner of wood arch footbridge over Green River, 7.5 feet west of centerline bridge deck, 1,200 feet south of South 180th Street -SW 43rd Street, 600 feet west of SR 181. Established by CH2M HILL, inc. RM347 22.24 The north bolt of the fire hydrant which Is 50 feet east of Reliable Distributor, Inc., building and 100 feel south of South 180th Street. Established by U.S. Geological Survey. ZONE AE 122°15'00" (EL 20) 47°28'07" • JOINS PANEL 0976 SOILS MAP USDA United States Department of Agriculture \RCS Natural Resources Conservation Service 0 0 0 0 0 0 A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for King County Area, Washington 1 April 17, 2015 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed tor many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/ nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portaUnres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map T Soil Map 8 Legend 9 Map Unit Legend 10 Map Unit Descriptions 10 King County Area, Washington 12 Ng —Newberg silt |oam 12 Ur —Urban land 13 VV--VVmter 13 References 14 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, Iandforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of Iandform or with a segment of the Iandform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the Iandform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the sarne taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of reap units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil - landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. • After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 6 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 ,moo _ 'tyss Custom Soil Resource Report. MAP LEGEND Area of Interest (AOI) n Area of Interest (AOI) Soils 0 Soil Map Unit Polygons nyr Soil Map Unit Lines ® Soil Map Unit Points Special Point Features w r_w x 0 0 0 0 0 3D Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot 0 A Spoil Area Stony Spot Very Stony Spot Wet Spot Other Specal Line Features Water Features Streams and Canals Transportation 1-F4 Rails woo Interstate Highways Ay US Routes - Major Roads ortoi Local Roads Background III Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil. Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate. calculations of distance or area are required. This product is generated from the USDA -MRCS certified data as of the version date(s) listed below. Soil Survey Area: King County Area, Washington Survey Area Data: Version 10, Sep 30, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 31, 2013—Oct 6, 2013 The orthophoto or other base map on which the soil lines were compiledand digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting f map unit boundaries may be evident. 9 c=3 =3 0 CI C7 O Custom Soil Resource Report Map Unit Legend King County Area, Washington (WA633) Map Unit Symbol =Map Unit Name Acres in AOl' Percent of`A01> Ng 'Ur Newberg silt loam 0.1 0.6% Urban land Iw Water 21.9 88.7% 2.6 Totals for Area of Interest 24.7 Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area,. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined lirnits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is rnade up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of rnapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If 10.7% 100.0% 10 Custom Soil Resource Report intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent scopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report King County Area, Washington Ng —Newberg silt loam Map Unit Setting National map unit symbol: 1 hmth Elevation: 30 to 3,000 feet Mean annual precipitation: 18 to 60 inches Mean annual air temperature: 50 to 54 degrees F Frost -free period: 150 to 210 days Farmland classification: All areas are prime farmland Map Unit Composition Newberg and similar soils: 75 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Newberg Setting Landform: Flood plains Parent material: Alluvium Typical profile H1 - 0 to 10 inches: silt loam H2 - 10 to 60 inches: very line sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 36 to 48 inches Frequency of flooding: Occasional Frequency of ponding: None Available water storage in profile: High (about 9.2 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A Other vegetative classification: Soils with Few Limitations (G002XN502WA) Minor Components Puget Percent of map unit. 10 percent Landform: Depressions Briscot Percent of map unit: 5 percent Landform: Depressions Woodinville Percent of map unit: 5 percent Landform: Depressions 12 Custom Soil Resource Report Oridia Percent of map unit: 5 percent Landform: Depressions Ur —Urban land Map Unit Composition Urban land: 100 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Urban Land Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8 W—Water Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transacts of the mapunit. 13 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wpslportal/nres/ detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nres.usda.goviwps/portal/ nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. llth edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nres/detail/national/soils/?cid=nres142p2 053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soits/ home/?cid=nres 142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid:=stelprdb 1043084 114 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/ nres/detaillso ilslscientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin, U.S. Department of Agriculture Handbook 296. http:/lwww.nres.usda.gov/wpslportal/nres/detail/national/soils/? cid=nres 142 p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usdagov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 15 SENSITIVE AREAS FOLIO SENSITIVE AREAS rs r S 1S2i}d 5t Legend Property Layers Parcels Q Environmentally Sensitive Areas Erosion hazard (1990 SAO) Seismic hazard (1990 SAO) 0 Landslide hazard (1990 SAO) Coal mine hazard (1990 SAO) Stream (1990 SAO) 0111111* class 1 class 2 perennial class 2 salmonid class 3 unclassified Wetland (1990 SAO) C3 Sensitive area notice on tide 2.0 CONDITIONS AND REQUIREM SUMMARY ENTS 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Eight Core Requirements Core Requirement No. 1: Discharge at the Natural Location. Response: This project development will continue to discharge into the same conveyance system this area of the site currently does and has direct discharge into the Green River. Core Requirement No. 2: Off -Site Analysis. Response: No Off -Site Analysis is required for this project as it is an existing development with direct discharge into the Green River as shows up fully on the topographic map prepared for this project. Core Requirement No. 3: Flow Control. Response: This project is exempt from flow control due to the fact that there is direct discharge to the Green River lying approximately 100 feet ± north of the project site. Core Requirement No. 4: Conveyance System. Response: Since there is no net increase of impervious surfaces there is no change for the most part to the runoff characteristics from the project site. Therefore, there is no reason to further analyze the conveyance system on this project site. Core Requirement No. 5: Erosion and Sediment Control. Response: Since this is modifying an existing site it is not anticipated there will be any exposed soil for very long requiring erosion control measures. Once the children's rides are removed, a building pad will be constructed and runoff from the site will sheet flow over impervious surface. Core Requirement No. 6: Maintenance and Operations. Response: This project will concur with all maintenance and operations requirements of the City of Tukwila for projects of this nature; however, it is not anticipated that a new manual would be required because the current Operations and Maintenance Manual for the project site will more than suffice for this new project. Core Requirement No. 7: Financial Guarantees and Liability. Response: This project will concur with all financial guarantees and liability requirements of the City of Tukwila for projects of this nature. Core Requirement No. 8: Water Quality. Response: This project will utilize the existing water quality feature on the overall development, which is a bio-filtration swale in the flood compensatory area of the existing site. This bio-filtration swale was sized for the overall development and is more than enough to treat runoff from this developed site since there is no net change in impervious surface contributing to it. 16344.002.doc 2.2 Analysis of the Five Special Requirements Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: There are no known other adopted area -specific requirements to the best of our knowledge applying to this project site. Special Requirement No. 2: Flood Hazard Area Delineation Response: With the Green River there is a levy already provided along the river and the ordinary high water mark as well as the floodplain for this river do not exceed the banks of the river in this area. Please refer to the FEMA map accompanying this report. Special Requirement No. 3: Flood Protection Facilities. Response: This project does not propose to modify or construct a new flood protection facility. Special Requirement No. 4: Source Control, Response: This is a commercial site and source controls applicable to what currently exists at the project site will be utilized, which is having the trash enclosure covered, sweeping the parking lot on a regular basis, and educating the owner about the proper use of pesticides and fertilizers. Special Requirement No. 5: Oil Control. Response: This project is not considered a high -use site; therefore, this Special Requirement does not apply. 16344.002.doc 3.0 OFF -SITE ANALYSIS 3.0 OFF -SITE ANALYSIS No Off -Site Analysis was prepared for this development since the entire site drains by direct discharge into a flood compensatory area immediately adjacent to and draining to the Green River less than 100 feet from the project site. This is a redevelopment project and the City is already well aware of the downstream drainage course on this development. 16334.001.doc EXISTING CONDITIONS MAP HORIZONTAL DATUM - NAD83(2011) THE OASIS BP BURROS FOR THIS SURVEY IS ILW83(201 I) PARSED ON A LINE BETWEEN W500T MONUMENT ID N0. GP17405 AND WSDOT 60005806T ID N0. 5371 TAKEN AS SOUTH 34.49'31" EAST. VERTICAL DATUM - NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS RAYON. WSDOT MONUMENT ID NO GP17405, BEING A FOUND WSOOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE S. OVERPASS WAS HELD FOR ELEVATION BEING 56.87 US FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON 05" TOTAL STATION, YOPCON GR5' AND •T05 RANGER" DATA COLLECTOR SUPPLEMENTED WITH GIPS AND FIELD NOTES WAS PERFORMED. ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR 0R EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 96168 SURVEYORS NOTES: 1. UNDERGROUND LRILRIES AND FEATURES DEPICTED HEREON ME BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3, BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA NO. L07-021, REC. 60. 20070625900010. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY, SURVEYOR'S CERTIFICATE: TO: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY. be OWEN B. HILLE, P.L.S. WASHINGTON REGISTRATION N0. 40016 4/M/2015 DATE LEGEND u POWER MA3 Q WHORE YA101 WATER YAW Y 7i STREET LIGHT RICI LOT LFGN1 XE YARp VW OR IMP a 20891 METER 4 PaWR POLE GUT YORE o-'-` wort 9C0ML • PEOBTMLI RAN 0042 1 DB d94)000R 000 Ws) Q1 TEIFPIWNE 1ARNNE (IWO ❑ DATER RAM (CO) ® SION ARMHOLE (SOM0 O SWAM SERER WMOLE (55 00 O SAMAR( SAWED DEMME (S930) ® Cu 1E1FE (GM) GAS WOE RATER YAM (Wi) PIE OOKKDOOR,�,B�PSP) FIVE NIDBWI ORD) WATER 88061E LbMB WATER ATER (FAO STIWRMTA � MEADOR 010 oRI�N1 MEAIMR WOE MI5 %Im.Ino . MED N SWMY MIX6NO4T (AS WED) SECTION COWER (AS FIORD) RID. RROY RAMO (AS NOTED) ASPHALT MCRDE ;• GRAVEL —Ss swum SLYCR LEE —50 SIORL DRAYAGE LINE CWN LNY RNLE —// %C00 RICE •x OLT MICE .•—..+-.--=-.-a HMO RN. / woo PAL —W— WA1ER AR 108454RY,s G CAS Ws PAWIMARAS —1(09) — 1EE113KNE VM 194011106 S ---P0W)— 007NFR YM PAWLS —P(cN)—$ OVERHEAD POWFA AYES �A.•G VERMUH IRO WARE LE0Mg15 11EE W/98E. •i. �Nry WATER LINE (3-31-2015) MUMMY NCH HAM MARK AS MEASURED N THE REID ON 3-31-2015 N77'30'351 55.00' N72'00'35"E 14.42' PARCEL 2 G1�Y N0. 1^° 640°AA%° p 9�p ZppTpg2 RsC �O. N33'13'40'19 25.64' 0s CLAN LINK FENCE CATE.11 LIMN So so -31.45 WATER LINE (3-31-2018) ORILNARY NIGH WAIN MARK AS MEASURED IN THE FIELD-. ON 3-31-2045 WATER LKN: (3-31-201S) ORDINARY NIGH WATER MARK AS MEASURED N THE RED) ON 3-31-2015 •' / .�� —� y�ofl. /-CHNN LINK FENCE E J i C40 j hiERURENcEi SOUTHERLY UNE OF RIVER PROTECTION FASENENT REC. NO. 20030223000003- 0.110C4 80SN RIM 31.02 8" PVC WNW >• 28.48 -"-- 8" PYC E- 29.08 THIS AREA NOT SURVEYED CATCH BASIN RW 31,16 8' PVC SE - 28.14 8" PVC MY - 28.14 YARD DRAM, RN 6 3196 (Nor DIPPED)/ CATCH 13.40N CREASE IRAK?) (NOT DIPPED) clual fteICE YARD DRAM Rat - 32.19 War OROMANY HIGH WATER MARK AS MEASURED IN INE FELD ON 3-31-2016 LIMITED TOPOGRAPHIC SURVEY OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON C.A1CH LIMN 0401 WED) CATOI BASIN 18" ADS NW 27.S6 CATCH 011.NN RDA AA 3069 ID' ADS N 2/349 CATCH ENSIN (140T PIPPED) ER PCLE Y. IT sl\ CATCH 94664 EXISTING 6001114C PARCEL 3 Of AO 0 r low LIMITED TOPOGRAPHIC SURVEY 0 III co od FAMILY FUN CENTER TUKWILA, WA lig 04 EN o CV CO OD CV st ,t,_. e CO 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN As mentioned previously, since there is no net Toss of impervious surface with this development flow control is not a requirement for this project site. The threshold for requiring flow control would be if 2,000 square feet of new impervious surface was being created with this overall development. This is a redevelopment project and there is not more than 2,000 square feet of new impervious surface with this project. Therefore, flow control is not a requirement. Water quality currently exists at the project site in the form of a bio-filtration swale in the flood compensatory area of the overall site. 16344.002.doc GRADING AND DRAINAGE PLAN CALL BEFORE YOU DIG: 1-800-424-5555 0 20 40 80 LEGEND: SURVEY MONUMENT EX. POWER VAULT EX. LUMNABIE (LUM.) EX. LOT LIGHT EX POWER POLE EX. JUNCTION 80X B API y' M ta EX. CATCH BASIN (CB) EX. CATCH BASIN (C8) TYPE 2 EX. SANITARY SEWER MANHOLE (SSMN) EX. GAS METER EX. GAS VALVE EX. WATER VALVE (WV) EX. FIRE HYDRANT (FH) MAIL 80X EX. WATER METER EX. SIGN EX. WATER UNE 0 EC SANITARY SEWER UNE EC STORM DRAINAGE UNE EX. POWER UNDERGROUND EX. POWER POWER OVERHEAD EX. METAL FENCE DC WOOD FENCE EX. CONTOURS PTON)- PROPOSED TYPE E CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN FLOW ARROW PROPOSED STORM DRAINAGE UNE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER UNE PROPOSED SANITARY SLIVER CLE NOUT PROPOSED WATERMAN PROPOSED FINE HYDRANT PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED RD' BEND PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS EXISRNG PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE I•141 23.20 UflL.UY CONFLICT NOTE: CAUTION THE COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF AU. COSMIC MIRES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUN)G THE URLITIES AND SURVE)ING THE HORIZONTAL AND VOOTISAL IACATIR PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE 5A�y1NC UTILITY LOCATE O T-800-424-5555 AND THEN POTHOUNG ALL 00 THE COSTING If11UIIES AT LOCATIONS OF NEW MT( CROSSINGS TO PHYSICALLY PE UTS 54 BASED UPON THEOT NFLTCTS I NJERIFEIEO KURLUCATIONS OF SAD INFORMATION Q AARRE SUBJECT ES AS TO VAON RIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CO/MILTING ENGINEERS. NC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHAD BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STALE DEPARTMENT OF NOIRM. RESOURCES FOR REMOW1G AND RFPLACNG All. SURVEY MRUMENFATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAG 332-120. APPLICATIONS MUST BE COMPLETED BY A REGLSi5REO LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM 114E WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. R BY CONTACTING MEN 01YlLe BY TELEPHONE AT (208) 902-119D. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC !AND SURVEY OFFICE 1111 WASHINGTON SN3LT S.E. P.O. 130X 47060 OLYMPIA, WASHNGTON S8504-7060 UPON COMPLETION OF CONSTRUCTION, Ail MONUMENTS DISPLACED, REMOVED, R DEMOTE) SEALL RE REPLACED BY A REGISTERED UUCP SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENURON SHALL. ALSO RE THE RESPONSIBLRY OF THE CONTRACTOR COVER SHEET FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON HORIZONTAL DATUM - NADS3(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD83(2011) BASED ON A UNE BETWEEN 11500T MONUMENT ID N0. GP17405 AND WSDOT MONUMENT 10 N0. 5371 TAKEN AS SOUTH 34'49'31" EAST. VERTICAL DATUM - NAVD88 THE VERRCAL DATUM FOR THIS SURVEY IS NAVD88. WSDOT MONUMENT ID NO CP17405. BEING A FOUND W500T BRASS DISK N CONCRETE SIDEWALK ON EAST SINE, NEAR THE SOUTH END OF THE 66TH AVE S. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 15 FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON QS` TOTAL STATION, "IOPCON ORS" AND "MS RANGER" DATA COLLECTOR SUPPLEMENTED WITH GPS AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR. DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, ANO TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC, CONDUCTED IN MARCH 2015 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWQA, WA 98168 SURVEYORS NOTES: I. UNDERGROUND UTBRES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, IAARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED DR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA DtA N0. L98-0028, RED. ND. 9806309017. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY; THEREFORE, NO EASEMENTS OF RECORD, IF ANY ARE SHOWN HEREON. THIS IS A LOAFED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. INDEX TO SHEETS: C1 OF 5 COVER SHEET C2 OF 5 EXISTING COND(11ONS MAP C3 OF 5 PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C4 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN CS OF 5 CONSTRUCTION NOTES AND DETAILS Li OF 1 LANDSCAPE PLAN COVER SHEET a cc 0 u_ FAMILY FUN CENTER O o 21 ! li 7 to CALL BEFORE YOU DIG, 1-800-424-5555 EXISTING CONDITIONS MAP T=20' 0 10 20 40 • UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION. AND DEPTH OF AU. EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT crY POTHOLING THE U01RIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHAD. INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POIHOUNO ALL OF THE EXISTING 211.90 S AT LOCATIONS OF HEW URU Y CROSSINGS TO PHYSICNLY VERIFY WHETHER OR NOT CONEUCIS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONEUCIS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 08TARDNO PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT !JAY BE AFFECTED BY CONSTRUCTION ACTNItt, PURSUANT TO WC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM 111E WASHINGTON STATE DEPARTMENT OF NARNNL RESOURCES, 0R BY CONTACTING THEIR OFFICE BY 1EIEPHOTE AT (206) 902-1190. WASHINGTON STATE DEPARIFIENF OF NATIIRV. RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHNCIDH SLNELI SE P.O. BOX 47080 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE RECUUIIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SATO MONUMENTADON SHALL ALSO BE THE RESPONSIBILBY OF THE CONTRACTOR. (3-31-2015), N77'30'35E 55.00 40d3G` �I rf � i . CATCH BASIN BURIED A PORTION OF THE ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 FOR FAMILY FUN CENTER NWY4 & THE NEY4 OF THE SW . OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON/ I \\\ \ WATER UNE (3-31-2015)"] 0R01NARY HIGH WATER DART AS MEASURED IN THE FIELD ON 3-31-2015 MUTER LINE ��. ___.7735E N55'20' • • WON 9 EX, /ASIN, TYPE 2\N RM.31.23 IE-26.79 18' W a�> !\ ,/ / 1E.25.8 a-,1 t . CATCH RAIN 31.15 SE 2: NW = 7' TCH BASIN RM.31.59 (8' NW) EX. YARD PoM. (NOT Ski .i.0 1 LL X. G1C71 BASIN. PE RN-01.55 IE+27.04 (IB' E) 1E.26.74 (IB' W) CATCH 8.F.AN RI1N.j190 IE.28-79 29.44 (B' SE) ]L CATCH BASH va DLL 29.87 tim 161141 EXISTING BUILDING E71 LOT LICHT • 4 ORDINARY H IOH WATER MARK AS MEASIAED 04 THE REM ON 3-31-2015 TA 0 �•7 n-* C-20'11'41" R=1860.06'/' \L=655.61' EX. CATCH BLSN RIM = 31.24 (NOT DIVED) CATCH PASN RIM . 3024 15' ADS 5 . 27.86 6' ADS ENE . 27.7 15' ADS N1Y - 27.56 P,C W . 27.99 CATCH BASIN RIM - 30.49 15' PD5 N . 27.9E 172,, ADS S + 27.99 50 8'liOS E EX. CATCH BASIN RM . 3159 (N01 DIPPED) P'l POLE EXISTING CONDITIONS MAP FAMILY FUN CENTER R n • z Inory\1b.144—p—ex. cOM.awg D /T 4/1b/1U17 2:44—PP CALL BEFORE YOU DIG: 1-800-424-5555 1'=20' 0 10 20 40 DEMOLITION/T.E.S.C. KEYNOTES: Qt EXISTING CATCH BASIN/YARD DRAM TO BE REMOVED. 0 IX150NG SANITARY SEWER CLEANOUT TO BE REMOVED. 0 EXISTING CONCRETE SIDEWALK TO BE REMOVED. ® WALL OF EXISTING BUILDING TO BE REMOVED. Q PROVIDE CATCH BASIN PROTECTION ON ALL COSTING COs ADJACENT TO CONSTRUCTION PER DETAIL ON SHEET CS. © IX15TXJG GATE/FENCE TO BE REMOVED. IJTLFlY CONFLICT NOTE. CAU[INOPk THE ALL COSTING UTILITIES SHALL �WRETHERR RESPONSIBLE FOR ON OIEISE VERIFYING 08 NOT TPPQTHOUNDRIEN ND THSION EDEPTH TVTTRLISryTTyIE-S NNIDHESRU I EXCRIt THE �H1ORIZONTAL OCLOC661E40 VERTICAL 1-800-424SS55 Clt0SAND THEN POND N. PFRIJ ME BASED ORUNO CONHE SUNVERIFIED08(PUBLIC LOCATIONS OCTIONOFINFORMATION OAND UI110RE AS SHOWN ON THESE IF CONF1JCTS SHOULD OCCUR. THE CONIRA(,TOR SHALL CONSULT BARGHAUSFN CONSULTING ENGINEERS, INC. TO RESOLVE N.L PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE BILLY RESPONSIBLE FOR OBTAINING PERMITS FROM TIE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING AU. SURVEY MONUMENLATION THAT MAY BE AFFECTED BY CONSTRUCTION ACNNTIY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A RF015iERFD LAND SURVEYOR. APPLICATIONS FOR PERMS TO MOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASFIOIGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY 0FF4CE 1111 WASHINGTON SIREEI S.5. P.O. BOX 47060 OLYMP4A, WASHINGTON 98504-7050 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT 1NE DIRECTION OF THE CONTRACTOR, PURSUANT TO RISE TEGLAATIONS. THE APPROPRAIE FORMS FOR REPLACEMENT OF S40 MONUMENTARON SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN FOR FAMILY FUN CENTER GR��NP�A V /• / • • A PORTION OF THE ORDINARY HIGH WATER MARK AS MEASURED N THE FIELD ON 3-31-2015 WATER UE (3-31-2015)A N7730'35=E• ORDINARY 14CH WATER 1/AF5C AS MEASURED IN THE FEU) ON 3-31-2015 J J' // .S'/ \ IX. t11914 SASIN, TYPE T\� RIM=31.23 1E=26.79 IE=26.84 NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, CITY OF TUKWILA, KING COUNTY, WASHINGTON //X/ 7/////74,,/ • //////,17// WATER WJE (3-31-2015)1 CATCH BASN, AIM=31.58 E-27.04 (18" E) E-26.74 (18' W) IX CATCH 1p-� 29.44 Or RGE. 4 EAST, W.M. ORDINARY MOH WATER MARK AB NEASLEED IN THE FIELD ON 3-31-2015 • tiff • 0 O fm ^0 - / \ 6=20'11'41' R=1860.08/ L=555.61' (.5. CATCH BASIN RIM - 31.24 . (NOT DIPPED) IX. CATCH BASIN BIM - 30.84 15' ADS S = 27.85 6` ADS ENE - 27. 18' 1105 NW - 27,56 ;• PVC W= 27.99 CATCH BASH RM - 30.49 15' ADS N = 2799 ADS E SS=-3.9T EX. CATCH BMW RM - 31.59 (NOT DIPPED) SEDIMENTATION CONTROL PLAN O FAMILY FUN CENTER FAMILY FUN CENTER , ^ Y W N CD CA CO V7 m PRELIMINARY GRADING AND STORM DRAINAGE PLAN CALL BEFORE YOU DIG: 1-800-424-5555 1'A20' 0 10 20 40 UTILITY CONRJCT NOTE= CAUTION. THE CONTRACTOR SNAIL BE RESPONSIBLE FOR VERIFYING THE LOCATION 09VENSION AND DEPTH OF ALL D(1511NG UIKRIES WHETHER SHOWN ON THESE PEWS 0R ROT By POTHOLING THE U1IRIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS A4AU. INCLUDE CALLING LINED' LOCATE O I-800-424-5555 AND THEN POIHOUNG ALL or THE E3USING UTRf11ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER 0R NOT CONRICTS EXIST. LOCAT1Ns OF SND UT9JTWS AS SHOWN ON THESE PLANS ARE BASED UPON DIE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO YARIAIION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR CCOSUTNGENGI ENGINEERS, INC.NCTO RESOLVE A. PROBLEMS PRIOR TO PROCEEDING WRH CONSTRUCTION. CONTRACTOR SHALT, BE FULLY RESPONSIBLE FOR OBTAINING PERNRS FROM THE WASHNGTCN STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTAIION THAT MAY BE AFFECTED BY CONSTRUCTION ACTPAIY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REIMSIUNED LAND SURVEYOR APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTAORNG 1HEIR OFFICE BY TELEPHONE AT (208) S02-1190. WA HINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINOTON STREET S.E PA. BOX 47060 OLYLIPK WASINNGTON 88504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF 114E CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMFNTADON SHALL ALSO BE DIE RESPONSIBIUTY OF THE CONTRACTOR. os014 PAR '0 ORDINARY HIGH WATER MARK AS MEASURED IN 1HE FIELD - ON 3-31-2015 WATER UNE (3-31-2015)\ N7730'351 ssi AA/ .21. =2151 IE 21.E /(12' /18 CH ' TYPE 3• 2 (1 NE) / EX. CHIN INK FENCE . CAKE BASIN BURIED A PORTION OF THE DRDNARY NIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 FOR FAMILY FUN CENTER NWY4 8, THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON_ Y �/ • x � \ WATER UNE (3-31-2015)1 NCH 0,51 RH=31.59 (6' NW) IX YARD ROE (NOT 0:601E ON EA, . '.5022 ORDINARY Heil WATER MARK AS MEASURED IN THE FIELD ON.-01-2015 / / As / , \ \ `• \ \\\\ \\\ \\\ \ ji/ j EXISTING \\ \ \\\\ \\\\ \ / POND \. »r \ \ 1 }l } ice,. / \\\\IIIIIII 01 }Nil �.- *rN1 i f J I \ELL J `--PROPOS EXISTING BUILDING FF=32.41 -0 _ 76. A-2a111660.08' '41` \L=655.61' EX. CATCH BASIN R M = 3124 A, (NOT DPPED) CC CATCH DAM RIM = 30.54 15"ADS S= 27.66 6' ADS ENE - 27.77_ 18'ADS NW.27.58 d PVC W=27.99 OUSTING AC. PARKING T REMAIN CATCH BASH RAI » 30.49 IS' ADS N = 27.991a ADS 5 . 27.96 50 6' 211.12 s LOT LIGHT EX. CATCH IIA51N RIM = 31.59 (NOT DIPPED) POLE a a Q cc UJ 0 O U zoz cc O Q w F— IL Lz 0_ cr 2 TUKWILA, WA s 5_ S 1- 01 W >O C•1 CO 0 CO N �60 `;`IZNN 58 CONSTRUCTION NOTES AND DETAILS GENERAL 1. Locations shown for exisring utilities ore opproximole. 2. At leosl 48 hours before staling project site work, notify the utilities Inspector 01 206-433-0179. 3. Request o Public Works ultras/inspection al least 24 hours in advance by coning 206-433-D179. 4 The Contractor assumes solo responsdillily fcr worker saiely, and damage la cinctures and improvements resulting tram construction operations. 5. The Contractor shall have Ilse permitis) and conditions, the approved plans, and a current copy of Cify of Tukwila Development Guidelines and Design and Constructive' Slondords available at the job site. 6. Al work shall conform to these opproved drawings. Any changes hum the approved plans require pre -approval Gam the owner. the engineer, and the City of Tukwila. 7. Ali methods and materials stall meet City of Tukwila Devetopnent Guidelines and Design and Construction Standards. unless otherwise opproved by the Public Works Drecfor, 8. Contactor shod maintain a current set of record drawings anode. 9. Canirncfor shod provide tecard drawings prior to project final approval. I0. Provide fret tic control and street maintenance plon for Public Works approval before implementation. 11.AII surveying for puh&c facilities earl be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shad be Washington Slate (grid] Coordinates. North Zone. using NAD 83/91 survey control and lied to any Iwo Cily of Tukwila Horizontal Control Monuments. For projects within a flood control zone, Me Permit tee shall provide conversion calculations to PIGVD 1929, 2.Replace or relocate of signs damaged cnemoved due to corulruclion. 11. Retain. replace or restore existing vegetation In rights -of -way, easements. arid Access Tracts. CONSTRUCTION 1. AR wet: performed shot bo per opprovcd plans and specifications only. The Permitlee is required to maintain a set of approved plans, speciiicalions. and associated pemnils on the job site. Work shall be performed in accordance with en federal, state, and local laws. Permitlee shell opply fora Revision for any work not according to the approved plans. 2. Permi9ee/Contractor shall arrange a preconsfruciian conference with Me City's Inspeclorlsj prior to beginning any work. 3. Work In Roadways a. All work in roadways shell meet TMC 11 and the following; b. Prior to any activity in Citysighl-of-woy, the Permitlee shall provide the City a traffic control plan for review and approval, The traffic control plan shall include the location, address and description of traffic Row during the work and shot! meet MUTCD requirements. C, All worlt requking late closures most be by pomlil only, From the third Thursday in November to the following Jonuory2nd, the Director does not allow lase closures in the Tukwilo Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained of all limes, except when Permitlee has permission from the building owner and the Director to close on access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use all water tracks for cleaning roadways roqu50s peapptovoI from the Director, I. Install steel proles over any trench. at any lime work is stopped and the trench is left open. UTILITY NOTES 1, All trench excavation operations shall meet Of exceed on applicoble shoring laws for trenches over 4.feel deep. Al trench safely systems shot meet WISNA requirements. 2. Power, cable, fiber optics, and telephone Irros stall be In a trench with a 5' minimum horizontal separation from other underground unities. 3. Adjust ad manholes, catch basins. and valves on public rights -el -way or eosenrenls alter asphalt paving. STOP3v, DRAINAGE NOTES I. Alf methods aim muterixs shall meet Cily of Tukwila Devalopnen1 Guidelines and Design and Construction Standards, and the adopted King County Saface Water Design Manual, unless otherwise approved. 2. Mork olt storm droin inlets wills "Dump No Waste" and either "Drains fo Streams". "Drains to Wetlands", or "Drain to Groundwater", as applicable. 3. Drivewoy culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. FOR FAMILY FUN CENTER A PORTION OF THE NWY4 R THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON GRADING AND EROSION CONTROL NOTES 1. the erosion prevention and sodiment control IESC1 meosures on the approved plans ore rnhslmum requirements. 2, Before beginning ony construction activities, establish the clearing limits. instal; construction entrance, and inslalt erosion prevention and sediment control measures. 3. Belem any ground dlslurbonce occurs. all downstream erosion prevention and sediment central meosures (ESC) must be constructed ond In operation Instal and maintain all ESC measures occardine to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place unfit Grua site construction Is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed oreas Mal will remain unworkcd far seven days or more, 6. From October 1 through April 30. provide temporary and permanent cover measures to protect aisitxbed areas that will remain errworked for hva days or more. In addition to cover measures, the C:onlroctorslwl: a, Praleei stockpiles and steep cut aid hn slopes If eismorked for more than 12 hours. b. stockpile, on site, enough cover materiels to cover ail disturbed areas. c. By October 0, seed oil oreas that wll remain unworked during the wel season (October I through Ap8 30)_ Mulch all seeded areas, 7. Folure 10 Maintain ESC measures in accordance with the approved maintenance schedule may remit In the work being performed of the direction of the Directorand assessed os a Pen against the property where such fealties ore located, 8. During the fife of the project, the Pormll lee shalt maintain in good condition and promptly repair, restore. or replace all grade surfaces; wafts, drains, dams, structures, .vegetation, erosion and sediment control measures, and other protective devices In occordotice with approved plans. 9. The Permit tee shah monitor the downstream drainage features, and shall, with the Director's approval, remove all sea1rn0nt deposition resulting from project -rotated wort:. 10. AI work performed shalt be per approved preens and specifications only. The Pennittee IS required 10 maintain a sot of approved plans and spocdicatlons and associated permits on the job site. Work stroll be performed In accordance Written federal, stale, and focal laws. 1 I. As the First order of business, the Permitlee shot install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures. before any site disturbance occurs, Before the temporary measures are removed, install and establish the upsireom permanent ESC measures. 12. The Pc-rmhtee shall at ell times protect sensitive areas, their buffets, and adjacent private properties and pubic dghls-of-way or easements from damage during grading operations, The Permitlee shall restore, to the standards In effect at the time of the issuance of the permil,sensilfve areas, (heir buffers, and public and private properties and improvements damaged by the Permillee's operations. 13. Perrnit tee shall arrange tor and comply with the following; a. Notify the Public WollS Department within 48 hours following instalkstian of ESC meosures. b, Obtain permission in writing from the Public Works Deportment prior to modifying the ESC plan. c. Maintain al road drainage systems, Slam water drainage systems, control measures end other facilities as identified in the ESC plan. d. Repalr any siltation or erosion damages to adjoining properties and drainage facillles. e. Inspect according to the approved ESC Inspection schedule and make needed repairs immediately. INSERT SHALL BE Od1TRAv ULTRA ORANGAURD 0R APPROVED ;OWL. OVERFLOW PROTECTION CATCH BASIN INSERT NOT TO emir' MATERIALS OF CONSTRUCTION FABRIC; NEEDLE 901106 U NON -WOVEN GEDTEX111.E UATERIAL FABRIC IS 0 RESISTANT TO ULTRAVIOLET AND BIOLOGICAL OEGREDATDN AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (A0S): 80 US STANDARD SLUE (0.180 Ng) GRAB 101S1E STRENCM: 200 LB5 PUNCTURE STRENGTH: 130 L35 IAULIEN BURST: 400 P51 TRAPEZIOOAL 1EAN: BS LEIS WATER FLOW RATE: 110 GPM/FT2 PREMEABiDTY: 0.38 DA/SECOND DIMENSIONS: SKIRT: SOCK FILTER/SEPARATOR: 24'x35' 10" D x 24' L DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DLSPOSAL OF INSERTS -0+20 0+00 1400 SECTION A -A SCALE; 1"=20' HORIZONTAL 1'45' VERTICAL 2+00 35 44EE Si _ �. - ._ .... _._ y F ...._ _..-_r--�- - >- ♦- - - ;XIS N D GRADE- Z I ..�i - t_ --- -1--: .--- ---- -_ ---- r --- --- - � L - - 7 L -.� J. -.1 --__ / -I _ ---03 J - _ _ 1-:-.._ri _ - ill - _ - l _-- - -' - -1 ,_F ,__ _ . __ -. a _ -----•. . = - - n ... - h ---- r -' ' _ . ___ _ _. .. -- - .- - ' --- - m .._.. _.. _ ..... I ..... _ .; ^ - e� NIA G n.: m^ I m M c;r 9+80 10+00 SECTION B-B soue: 1'".20' HORIZONTAL 1'-5' v0RDCAL 40 35 30 25 20 10 12400 2+20 FAMILY FUN CENTER 4 FAMILY FUN CENTER E N 6 t s° * > 1 2 1'=20' 0 10 20 LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWYa OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. 40 LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SCONDIDON REMARKS 0 0 r '• 000' PRUNUS LAU00000 SUS 'OTTO LU11<EN' OTTO HYMEN LAUREL NANDINA 00ME.S11CA / MOON BAY HEAVENLY BAAIB00 GROUNDCOVERS: ARCTOSTAPHTLOS INA-URSI / KINNEKINNICK 15.-18- HT, MIN 3' O.C. 18" HT. MN. 2' 0.C. 1 GAL, 30" D.C. FULL AND BUSHY 3 CANES MIN., FULL AND BUSHY, MATCH HEIGHT & FORM HOLD I2 FROM BORDERS. SHRUBS AND TREES Q1Y. 07 23 COVER AS RE0'D NOTE: PLANT QUANTITIES %WHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PIANT OUANDTIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1. AN IRRIGATION SYS1E]l IS TO BE DESIGNED AND INSTALLED (DESIGN/MOD) BY 111E LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION STSILM DESIGN TO INNER AND/OR LANDSCAPE ARCHITECT FOR RENEW, COAMEN1S AND APPROVAL CITY OF TUKWILA, KING // N55'V8' / E55 X✓ / COUNTY, WASHINGTON / / * EXISTING POND -o tj 1". f� f� 4, 6 ay A=20'11'41^ / R=1860.08/ L.655.61' 3 0 IL a FAMILY FUN CENTER a .1 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN As mentioned previously, no conveyance calculations are prepared with this development as there is no change in the flow rates contributing to the downstream conveyance system. 16334.001.doc 6.0 SPECIAL REPORTS AND STUDIES PREVIOUSLY PREPARED REPORT FOR THE OVERALL SITE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC. DATED MARCH 16, 1998 OUR JOB NO. 6125 MARCH 16, 1998 EXPIRES 9-Zdrd Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 1 821 5 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 1. j��yNIfY CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES G y' INTRODUCTION The civil engineering section of this report will provide a breakdown of the technical requirements for the development of this project. A listing of the special permits will be addressed with the goals and objectives to achieve the recommendations and requirements of the overseeing agencies. The project development is located within Section 24, Township 23 North, Range 4 East, Willamette Meridian, King County, State of Washington. More specifically, the project is located in the northeast comer at the intersection of Interstate 405 and Interurban Avenue, south of the Green River, in the City of Tukwila. The project is bounded by Interurban Avenue to the west, Grady Way to the south, Burlington Northern Railroad to the east, and the Green River to the north. The development of this project consists of a Family Fun Center development along with a proposed hotel and a future development to be determined at a later date. The requirements, as set forth by the City of Tukwila, based on King County design criteria, will be to provide detention storage for the on -site storm drainage runoff based on a 100-year/7-day storm event, in addition to flood storage compensation for the portions of development that infill the portion of the existing site utilized currently as flood storage area. We will be proposing to provide a riverbank cut -back and a habitat pond to meet these requirements. An on -site storm drainage conveyance system will be developed to direct all drainage toward the river cut -back area. We propose to install a drainage splitter device which will direct a portion of the flow into a treatment feature with the rest bypassing directly into the river. Treatment of the on -site storm drainage runoff will be provided in the form of a biofiltration swale which will treat the 2-year post -developed design conditions. This biofiltration swale will be located within the new portions of the riverbank cut -back area. A Shoreline Substantial Development Permit will be obtained based on the requirements by the City of Tukwila, adopted from the King County Shoreline Management Act of 1971, for development extending within the 200-foot shoreline setback Landward from the existing mean high-water mark of the Green River. The mean high-water elevation has been determined to be elevation 18.0, as shown on the FEMA documentation within the appendix section of this report. Site layout for the entire project has been developed to meet this criteria. No development will occur within 40 feet of the mean high-water mark (high impact environment), no structures will be built 60 feet beyond the high impact environment (low impact environment), and structures no taller than 35 feet will be constructed within the 100-foot shoreline setback. -1- 6125.008 [BS/knlsm] DESIGN CALCULATIONS As previously mentioned, the design parameters for the proposed development, as set forth by the City of Tukwila, will be to provide storage for the 100-year/7-day storm event and compensate for removal of the existing flood storage area located on site. The total site area for the development is approximately 14.4 acres, 2.1 acres of which is existing flood storage area, as outlined within the storm drainage calculations located within the appendix of this report. The actual flood storage elevation, as determined by FEMA maps, is indicated as being elevation 21.7. All areas located on site below this elevation are considered to be flood storage area. The total amount of rainfall for a 100-yearl7-day event has been determined to be 7.25 inches, as indicated on the 100-year/7-day isopluvial map located within the appendix of this report. Together with this information, the calculations for the amount of storage to be provided is approximately 479,765 cubic feet. Credits in the amount of 311,185 square feet for existing structures, pavement, gravels, and grasses yield a total of 187,989 cubic feet of credit to be subtracted from the required storage. The result of this calculation requires a total of 291,776 cubic feet of storage .to be provided within the riverbank cut -back and habitat pond locations. Upon preliminary design of the habitat pond, we are yielding approximately 278,000 cubic feet of storage, and approximately 18,000 cubic feet of storage within the biofiltration swale located within the riverbank cut -back area. These two features alone yield 296,296 cubic feet of storage volume. This will provide the adequate storage required for the project development stipulations. The riverbank cut -back area will provide additional storage area over and above the requirements for the project. Exact calculations of the total storage provided will be determined once the final design of all these features has been established. Treatment for the on -site storm drainage runoff will be provided through the use of a biofiltration swale located within the riverbank cut -back area. This biofiltration swale is designed to meet the requirement for treatment of the 2-year/24-hour post -development storm event. The swale will be approximately 200 feet in length and 5 to 10 feet in width along the bottom, and will slope to the west at approximately 0.5 percent. A flap gate that meets the requirements of the Department of Ecology standards will be provided at the outlet point to the biofiltration swale from the on -site drainage system to prevent influx from high river flow events that would infiltrate into the on -site drainage system. We have provided a detail of this structure within the appendix section of this report. During storm events greater than the 2-year/24-hour, on -site storm drainage is exempt from being treated and will be released through the bypass drainage system designed up to the 100-year/24-hour storm events. During these higher stages, depending upon the level of the river due to release rates from the Howard Hanson Dam, the biofiltration swale may be submerged for a period of time that would make it inoperable. During these events, though, the function of the biofiltration swale is not required. -2- 6125.008[BS/kn/sm] ORDINARY HIGH-WATER MARK The basis for establishing the lowest elevation of our bank cut -back design is based on establishing the elevation of the ordinary high-water mark along the river side of the project. We intend to propose the riverbank cut -back section down to an elevation just above the ordinary high-water mark to provide our detention and flood storage compensation for the on -site requirements. On March 3, 1998, Mr. William Railton, certified professional wetland scientist (#245 SWS) met with Mr. Gary Shulz, urban environmentalist with the City of Tukwila, on site to collectively determine the ordinary high-water mark of the Green River adjacent to our development. Mr. Railton and Mr. Shulz agreed that the ordinary high-water mark was an obvious break in the vegetation separating the river water line from the natural habitat. Mr. Railton and Mr. Shulz inserted a wire pin flag at the agreed -upon location, and contacted Barghausen Consulting Engineers, Inc., to request a survey of this flag to certify the elevation and establish the constraints of our riverbank cut -back depth. We directed a survey crew that afternoon to tie this flag in. The resulting effort confirmed an elevation of 8.41 as representative of the ordinary high-water mark. Confirmation of this survey can be located in the appendix section of this report. Please reference the Wetland Resources section, Riverbank Restoration and Habitat Enhancement Biological Analysis, of this report for further discussion on the establishment of the ordinary high-water mark. -3- 6125.008 [BS/kn/sm] RIVERBANK CUT -BACK The institution of the riverbank cut -back development will provide multiple functions to serve the development of this project. Primarily, the function of this riverbank cut -back will be to provide for on -site detention and flood storage compensation away from the proposed development. Secondly, this cut -back will provide a source for habitat enhancement that will benefit fish and wildlife species. Please refer to the Wetland Resources section, Riverbank Restoration and Habitat Enhancement Biological Analysis, for further discussions of this topic. Thirdly, the act of "widening" the river provides more surface area for river flow, which reduces velocities to aid the upstream migration of fish habitat. Construction of this riverbank cut -back will be developed in stages in order to provide a beneficial environment for natural habitat throughout the course of construction operation. The first phase will begin approximately April 1, 1998, with the installation of erosion control measures that will protect the river from construction and any valuable existing native plant material that will remain intact once construction of this project has been completed. Phase 2, beginning approximately June 15, 1998, will begin riverbank excavation. The contractor will increment cuts to 15-foot sections so that bank stabilization measures can be implemented in a cooperative manner. Please refer to the Geotechnical section of this report for stabilization design. At the same time, construction of the habitat pond will begin under the same phasing routine. Please refer to the Habitat Pond section of this report for further discussion. During the course of the Phase 2 operations, we propose to install wood snags along portions of the riverbank to provide a protective refuge for salmonid rearing and protection. These permanent wood snags will be placed in a manner that the root wads will extend below the ordinary high-water mark with the trunk of the tree being placed across the cut bank shelf or along the existing bank and anchored by using rocks and posts with cable ties. Please refer to the Wetland Resources section, Riverbank Restoration and Habitat Enhancement Biological Analysis, for further descriptions and details of the log structure, intent, and anchoring procedures. In the third phase of this project, beginning July 1, 1998, rough grading operations will be complete, and stabilization and hydroseeding of the exposed slopes will be implemented. Please refer to the Landscaping section of this report for further discussions on vegetation replacement of the riverbank area. -4 6125.008 [BS/kn/sm] HABITAT POND The new habitat pond will serve as a multi -functional facility, as will the riverbank cut -back section, The primary function of this facility will be to provide storage for on -site detention and flood storage compensation. This feature also allows us to create as a fish habitat pond with emergent and native shrubs with special habitat features. Log structures will be placed intermittently around the base and on the banks of this facility to provide further habitat features and resting areas for salmonid species. Please refer to the Wetland Resources section, Riverbank Restoration and Habitat Enhancement Biological Analysis, for further discussion. As previously noted, the construction of this facility will be performed in phases as described in the Riverbank Cut -Back section of this report. Rock walls will be placed within the banks of the pond to allow for a deeper channel pond for fish habitat, and provide an opportunity to create a more natural environment. A function of this habitat pond will be to provide protection for fish habitat during higher river flow events. As the river water recedes in elevation, the water from the habitat pond will recede back into the river so as not to entrap any fish habitat that may be present during these higher stages. The mouth of this connection to the Green River will be at an approximate elevation of 4.0. This elevation is 4.41 feet below the established ordinary high-water mark. The bottom of the habitat pond will be at an approximate elevation of 6.0. Due to the depth of the habitat feature being below the ordinary high-water mark, we anticipate that a Nationwide 27 permit from the U.S. Army Corps of Engineers will need to be obtained. This permit, in part, will allow activities in the waters of the United States associated with the creation of wetlands and riparian areas on private land with notification to the U.S. Army Corps of Engineers. -5- 6125.008 [BS/kn/sm] APPENDIX n�gg{{�� _eeae< STORM C/9GCuc..4-77- • IN GE CALCULATIONS >�>t%G' C'or.: / >i'$4 7 FUf' ' C/A / L. C, s//f, 7A/6 /=toot, 57o4 '6C On/' TCT:�c 5'%E` "ee-Al Z6, d 'Z.o7 S.fr;" /:/, y qc•- T�,�c � c o00 �-T.,// 5 0 / Z. /i�c = /o/, / 'Y (17,-7 ro,.,< <xi/J Tor�c S/v'M e ,e r62r.,.�'t� (;.✓cc. Anav/P -f72747-,464,. ro,� .�c1✓_f.� �o�r� 626, c 82. ©p' x ZS". 378, .62o. Yz Cr fr /o/,/y.S t/7 y 76 S- S/2 c,4. flier.--47' c ^ C1 Cr 'T ?' FO�Q E'%'J h�6 /t !/B1•'Vr0✓S >'!1/' ACC': S/;etienz ers e /c o % 3o, 2 60_ e r $A /34 t/ca/E w € /00 °/v f</, /8o, CO 5F Bo% = z/s; VY2.92 Zo% 3Y4 a?8_ o7 3F GZA✓EZ.. G�.4 ffc5 30, 26o. 85- /// /80. DO /7;531/3y 48, /59. 6/ 3/6 / S/ 8o 5 3/4 /5i.V. go x 7 ZS" - /8 rj87. 56 c< '79, 74 S. 5/2 - 757,, ye*.. 36 = o' c✓(-''-r S J/cJ4G [ /�i G✓if:`G' = 1y/, 776 7? 776 , oG c,c". /j, V80i!— .. -.. `f D7/C;^I Sti/ALc - / co. CA- 776, < !� - !' 30 = 276, ZF6.a0 > 29/, 7-76, % -- 0, . 2/23/98 10:58:36 am Barghausen Engineers Family Fun Center Storm Drainage Calculations page 1 BASIN ID: 'A' SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: BASIN SUMMARY NAME: 2 YR/24 HR. POST-DEV 12.00 Acres TYPE1A 2.00 inches 10.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 4.28 cfs VOL: BASEFLOWS: 0.00 cfs PERV AREA..: 2.40 Acres CN • 86.00 TC • 6.30 min 1.59 Ac-ft TIME: 480 min IMP 9.60 Acres 98.00 6.30 min 1.5 FFOM :KPFF ENGINEERS SEA •0.0 TO. 100-'YEAR . 7-DAY ISOPLUVIALS West King County 7S Total Precipitation in Inchcs 206431366S 1994.7:>_-20 0 OS 9.'-..... • :T fled, - (\'I..( d.l;C . F,t:,,: ('9.0 94 to.a 114 Io.S 03 : 43Pf1 #470 P . 02/05 0.0 103 11.0 11s 'I.D 12.0 • .0 110 I s.0 14.0 15.0 0 1 2 3 4 5 6 7 8 Mllet 1. Inn Ann Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: family fun Comment: biofiltration swale design Solve For Bottom Width Given Input Data: Left Side Slope3.00:1 (H:V) Right Side Slope3.00:1 (H:V) Manning's n 0.027 Channel Slope0.0500 ft/ft Depth 0.30 ft Discharge 4.28 cfs Computed Results: Bottom Width.... 2.21 ft Velocity 4.58 fps Flow Area 0.93 sf Flow Top Width4.01 ft Wetted Perimeter4.11 ft Critical Depth0.40 ft Critical Slope0.0165 ft/ft Froude Number1.67 (flow is Supercritical) Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 FEMA MAP 100 YEAR ELEVATION EXHIBIT ZONE AE 122°95'00" (EL 201 47°28'07" . ZONE X x RM330 0 ZONE AE (EL 20) BOULEVARD C3-6°7-7 RENTON WASTEWATER E TREATMENT PLANT ZONE X ZONE X STREAM DISTANCE IN MILES ABOVE MOUTH N* : • • ELEVATION IFLI4 ET NGVD) 0 0 • •• • • • 1 • • , • I• • .• • • • -t r • • . . .'• • •-• : 7 j--1-1-1•': ' • • • ...‘• (+4 (.4 4=••• o 0 0 0 • "r• • ••• •.• ! • - • • •• i • • . •"-•-••-•+. •••+- I • • ! 4- 1-- - , . • ! ; . , . ' • ' i • .; .... . . . . , . • : •-- :•' • •. 0 co. •!, • ▪ ! . ..... . , • . . • N • • 4:1 - • • • .1. • • . • •• ;;; • • • ••••• • • • " 500T BRIDGE • I : • 1 • • ' ' '" ' " ... • , . . . • . .... ^ • • , .... I • 1 • • . L • I • • . 1 ... • • 1 • • - • ...... • . .. • • : • • • • .. L . -l• . ..... . . . • • . . •- - . . _ • : . CONFLUENCE OF • ... . . • BLACK. RIVER . ! . .... .... . : ... • . 4 • .• ,„„4 •.• . • 1 ,.. • • - L- : , • ; • " , . 1 : , : i .. , .. .. _ .. ........ " - - - '- .. i .. -'' • - • " . r- '.....'-.1- • ..' : ... '-7 -' • - .. - - - - ' ... '.. I. E.' '''. ' 1." 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". -f•-1.- --+-;-• - .. • - -4:-:-.. j. ,. .. I ..... _ ..4.4.....7+. .4..... 1 .1,...,. ,. .._ i... .__ ..;_.;_..:..i..1 !.......1...i -1..._,...1_1_1.., ..___. .:.............._ .4. . • . r• , ., ,. ! . •.: : ! , .!....! ,,._ ...i..: ! .:. : ,... i.i.. ... . ,„.... -4. .......-L.•q-- i. L. a i I. .., - :. • , .i _:...:. !... --: .. ! . ...-i .... :... : .4...i . , i.,......1-.1_,..4 -i- .1.._!, : - L 1 ; . ;, .., ,; a L . -- ,... / .i ;- 4- .: --I. -i. '. ...i...! .a. ! :...: L. ,...! . .... • • : .. ! ... • • • - .. c...i \l'. ' t • . . - -. :- i '' ': - . ...:-...................-.....................-1....-,..-..- ....-...--.1....-.:.-:....-:.... ....... ...--........ - N ...-:.11.7.t.._ - ,... ...._11.1_....",-.. ......:. 2 --, 1.4" ;'...... :......._.:........ ..2, -,- -;- : - 1. --I- : i ; ; - ---. -• . --:- .,..+4.___,...1.__:__.; _.,...., i.......,. i..i .. ... _....'. , , ...',....14____I__'...i........, .i...'-__; ..1 .;_., ; . _.i.-s._, "- • 1"-t -. 1 - - "- - : - ''• : ; ! ._____,....,._ ..i...„..!__4..L;.i..;...4_tsi, t„yeF; 7.L..._ ...•.;:._,..Q.1 \.!..1 -1 !- !••••.•-f•-••:i • --I !NI -ER URBAN • • - ••••-f:)- -- - • •• . --- ---t-------- .------"---i.-- .- - • I ; : ; . ' . 1-1-'7 * _ I •.., _ - FEDERAL EMERGENCY MANAGEMENT AGENCY "ra ‘C; C r "NA ri• :• 'il\iTERSTATE i • 1 i . ! • . ... , HIG HWAY.405 0 • • • 0 0 0 1.••••••••-ro vsa.o.a1.0ff.gedb.....A.P.,.... • ,m....01••••1•Ere....ce.1••••••.....gyruL.e.4.1pepa. {,pemee.xemr,Oevy..... F-1.00i) PROFILES ; t ' • ••••• ..d N d N 0 FORT DENT PARKROAD ' ' ' 'INTERURBAN ::• AVENUE SOUTH ... . I - . . . . ELEVATION (FEET NGVD) 0 FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS 0 : STRANDER '... BOULEVARD 0 0 ow 0 CONFLUENCE OF BLACK RIVER , W •0 • FLOOD PROFILES 0 GREEN RIVER (WITH LEVEES) gcR�+C. a+l.•ws+cla^. �^+asr. :rn`wtu, ,.rrr, ,Rear..v_ i•,,, "Ruwrtsm Fflb-27-98 12:24P L FLAP GATE DETAIL • SPIGOTBACK, FLATBACK OR FLANGEBACK • SIZES 12" a 84" • SEATING HEADSTO 40 FEET. • A CORROSION -RESISTANT RUST -PROOF AUTOMATIC DRAINAGE GATE DESIGNED FOR USE WITH ALUMINUM CORRUGATED PIPE, OR FOR FLANGE MOUNTING • PREVENTS ELECTROLYSIS ASSOCIATED WITH CAST IRON GATES TO ALUMINUM PIPE CONNECTIONS. • J-BULB NEOPRENE ADJUSTABLE SEATS PROVIDE EXCELLENT SEALING AGAINST RETURN FLOW. • FRAME, COVER, RETAINER RING, HINGE ARM, AND PIVOT LUG ARE OF ALUMINUM ALLOY 6061- T6. GATE HARDWARE IS STAINLESS STEEL. - HEAVY DUTY CONSTRUCTION, • - SPIGOTBACK FOR MOUNTING TO CORRUGATED METAL PIPE. (ALUMINUM, STEEL OR PLASTIC) • FLATBACK FOR MOUNTING TO HEADWALL. - FLANGEBACK TO MATE WITH 25# OR 125# PIPE FLANGE. P.02 13 Feb-27-9E3 12_ 24P P 03 4F-41 ALUMINUM DRAINAGE (FLAP) GATE - SPIGOTBACK. AIL AF-41 ALUMINUM DRAINAGL (FLAP) GATE FLATBACK (FLANGEBACK SIMILAR BUT WITH ASA STANDARD FLANGE DIMENSIONS) pa. ■ ArlAcninG NARDVARE DY 011a 1c: c8.V(RA[.TDB TO PPDYIDL famltlral I?PF SEAL AS NEOul19 D f PIPE p.m.. In P111 DIMENSIONS IN INCHES s /8/ll:o <.y 7.31 2.-c: 131/8 E4?a1Q, ,rd 18 116 . gf18 .:� 191/R 25 1/8 13% 17 20 12Y. 14y. 131 0% B% 8% Ul ti •.1, ..'I 264 18% 8% 0 ',is i:;a3f1 .: 31 1/R `8 i•.3C! ,�:� 37 11S 32'f. 38 Y, 19 24 Ssdd2^15;: 431/B 49 118 42 1 28 nor. 1:r •nI4 10 NO 13 67 31 13 5/6 Lvl 66 1/8 58 35 137. 1` 14 t• n1 511/5 •ray `ke172•; K;;•g 73 1/8 64 76 38 4474 15% i7 I/8 1!. IR WMI-I• •IONS ONIWPLICA11ON A NA PAf4T3 LIST CIIINartt6 1 Peem1 miSeal Ei%1Atelnnr Fting iciHest Ild Qhft/Nut 5 Cover 6 MEPivot Lug 8 Hex Hd Bo+gNul 9 H1nge Pen 10 1111xhing MIWasher A 111A 1011 alA . 11 14YtscTrat • r 1ra.1 MIMIC • / C 11.) Add 9rel1 pnrl thickness to anchor hn11 projection. —o2 13I 2. AIBo e881111tte with Ilange end Inning. to 0118Ct1 la a 1260 g18r1derd pipe flange. El II gloat pen mountrtly is used RCM groin th1ekno£a la dllnnn8101I1. INUUSTl1JFS.INC. NO11, I Ott PRELIM4NANY w !WIN PURPMr : CM. Y 1111 HOT USE cru1 etSTALLAI IUR um 1148 PART OF ca u 1 n 16G w APPm1vi U •,1 ,.0.1.11 nl Feb-27--98 12:24P P.04 TYPICAL SPECIFICATIONS AF-41 ALUMINUM DRAINAGE (FLAP) (TIDE) GATES General Tile flap gate shall be designed to allow Free outflow and prevent backflow for maximum seating heads of 40 feet. Gates shall be Waterman Model AF-41 or equal. Construction The frame shall be aluminum of flatback, splgotback or flangeback design (or oil ter specified design configuration a;. required) with seating surface inclined from vertical at a minimum of 21/2° to assi n positive closure. The aluminum cover shall be attached to the frame in such a manner as to allow proper seatinc and full opening of cover. Built in :tops shall be provided to prevent the cover from rotating sufficiently to become wedged in the open position. A resilient neoprene seal shall be attached to the inside of the frame opening and !,hail act as a seat for the cover to seal against_ The seal shall be retained by an aluminum ring bolted or welded r,, the frame. The linkage system shall be of the double pivoted type, attached to fixed pivot points on cover and frame. Hinge links shall be of structural aluminum shapes. The heavily reinforced hinge arm of the Model AF-41 is fastened to the pivot lug by means of heavy stainless steel hinge pins inserted through a durable non• metallic bushing. The hinge pin is al ranged in a double shear configuration at extremely close tolerances thus severely lirrAinn_letetal movement. This, in conjunction with the protruding rubber seat (in lieu of a recessed seat) insures prHtive seating at all times regardless of the angle of tidal action. Finish Mill finish on all surfaces. Materials Frame and Cover - Aluminum Alloy 6061-T6, Hinge Link - Aluminum Alloy 6061-T6. Assembly Hardware - Stainless Steel Type 18-8. 4 e• wrousTwrs, urc. 15 3-- 4-98 ****** 6125 ORDINARY HIGH WATER MARK SURVEY DATA FAMILY FUN CENTER NEC INTERURBAN & SR-405 TURWILLAPftg****** COORDINATE FILE : 6125.CRD LIST COORDINATES LIST POINT 4 C,THRU POINT 41 : 14250 OHW FLAG 3/4/98 CM LIST POINT 4 C,THRU POINT 41 . 4V\I 3zo-�_:S5 7,3/-7 L ftc•R4 y.la-C/ PT# NORTH EAST ELEV 14250 173292.5399E 1291025.08796 8.41 3-4-98 !o /zs j j FLI= 3. .i DI ' Wri r� 0fk.%) I ,I . iCPr/ 1 i t9•1' F/n411 Z FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION SECTION MEAN REGULATORY WITHOUT 1 WITH INCREASE CROSS SECTION DISTANCE1 WIDTH (FEET) AREA (SQUARE VELOCITY (FEET PER FLOODWAY FLOODWAY FEET) SECOND) (FEETNGVD) Green River (Without Levees) Cont'd Z 12.02 180 3,082 3.9 21.1 21.1 21.5 0.4 emmm40 AA 12.23 215 3,701 3.3"lb 21.5 21.5 21.8 0.3 .01.ximmIsk AB 12.39 137 2,546 4.8ssa 21.6 21.6 21.9 0.3 AC 12.60 185 3,076 3.9 22.4 22.4 22.7 0.3 AD 12.72 183 3,023 4.0 22.7 22.7 23.0 0.3 AE 12.91 .168 3,103 3.9 23.2 23.2 23.5 0.3 AF 13.07 175 3,015 4.0 23.5 23.5 23.8 0.3 AG 13.20 174 2,999 4.0 23.8 23.8 24.1 0.3 AH 13.38 166 2,720 4.4 24.2 24.2 24.4 0.2 AI 13.52 209 3,137 3.9 24.6 24.6 24.8 0.2 AJ 13.70 128 2,512 4.8 25.0 25.0 25.2 0.2 AK 13.93 139 2,581 4.7 25.4 25.4 25.6 0.2 AL 14.18 160 2,661 4.5 25.8 25.8 26.2 0.4 AM 14.46 152 2,856 4.2 26.3 26.3 26.8 0.5 AN 14.48 163 2,821 4.3 26.3 26.3 26.8 0.5 AO 14.68 141 2,463 4.9 26.6 26.6 27.2 0.6 AP 14.90 152 2,660 4.5 27.2 27.2 27.7 0.5 AO 14.94 179 2,844 4.3 27.3 27.3 27.8 0.5 AR 15.14 155 3,017 4.0 27.6 27.6 28.2 0.6 AS 15.39 142 2,679 4.5 27.9 27.9 28.6 0.7 AT 15.73 161 3,112 3.9 28.2 28.2 29.1 0.9 AU 16.01 185 3,381 3.6 28.6 28.6 29.5 0.9 AV 16.33 174 2,735 4.4 29.1 29.1 30.0 0.9 AW 16.54 175 3,193 3.8 29.6 29.6 30.4 0.8 1Miles Above Mouth FEMA MAP RIVER VELOCITY EXHIBIT FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) 0Q • • Tyr . 1._...: : _ L_ • } -t • .-4.- • LEGEND • 500 100 50 - 10• STR CRC L 11.2 11.4 11.6 11.8 12.0 12.2 12.4 12.6 • 12.8 13.0 7.0 OTHER PERMITS 7.0 OTHER PERMITS Other permits for this project site include a Site Development Permit and Building Permit. 16334.001.doc 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN NOT APPLICABLE 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT NOT APPLICABLE 10.0 OPERATIONS AND MAINTENANCE MANUAL 10.0 OPERATIONS AND MAINTENANCE MANUAL As mentioned previously, no changes to the maintenance manual which currently exists for this project site are required with this new development. Water quality should actually improve with runoff from this new development and there are no changes to any stormwater facility for this project. 16334.001.doc / \ Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE SURFACE WATER For all development except one single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, or non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 73:1)fool &/Ay PARCEL #: ZL/Z301/- 703 Contact's Name: S{' I9YI Contact Phone #: Cam) Z57 - t Contact e-mail: >e,t L (he eay Contact Address: , 32/55 ' e/,4 ,S. Kj/it/7- 4 2 32 Vvz 4,-- PASSED This test notice is valid fob -days from signature date. Capacity of the concurrency facilities combined with the addition of any detention (if required) for the proposed development is equal to or better than capacity required to maintain the established level of service standard. Compliance with the City's adopted Surface Water Manual ensures concurrency and any additional items noted below. Additional items: DOES NOT PASS By: Date Print Name: • Ryan D. Larson Sr. Surface Water Engineer Approved 01.201006 " • APR 2 3 2015 r Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE WATER For all development except one single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, exisiting failities, and proposed facilties. PROJECT ADDRESS: 7300 Fun Center Way PARCEL #: 242304-9063 Contact's Name: Betsey Dyer Contact Phone #: 425 2516222 Contact Address: 18215-72"d Kent, Wa 99032 YES PASSED This test notice is valid for one-year from signature date. Capacity of the concurrency facilities with addition of capacity of the proopsed development is equal to or better than capacity required do maintin the established level of service standard. DOES NOT PASS 1-am,, S �u APR 2 3 2015 1. Fire flow would be approximately 8000 pm for hour(s). 2. Water service will require the following improvemet(s) to pass the concurrency test: a) Installation of feet of -inch water main to rech the site; and/or b) Construction of a distribution system on the site; and/or c) Other: 3. The water system improvement will require an amendment to the Comprehensive Water System Plan. By: Mike Cusick. PE Print Name: Mike Cusic c Sr. Utility Engineer Date April 17.2015 Approved 01.01.2006 / Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE SEWER For all development except a single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, or a non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 7300 Fun Center Way PARCEL #: 242304-9063 Contact's Name: Betsey Dyer Contact Phone #: 425-251 6222 Contact Address: 18215-72"d Ave S 98032 APR 2 3 2015 YES PASSED This test notice is valid for one-year from signature date. Capacity of the concurrency facilities with addition of capacity of the proposed development is equal to or better than capacity required to maintain the established level of service standard. DOES NOT PASS 1. Sewer service will require the following improvernent(s) to pass the concurrency test: a) Installation of and/or feet of -inch sewer main to reach the site; b) Construction of a distribution system on the site; and/or c) Other. 2. The sewer system improvement will require an amendment to the Comprehensive Sewer System Plan. By: Mike Cusick, PE Date April 17, 2015 Print Name: Mike Cusick Sr. Utility Engineer Approved 01.01.2006 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 DESIGN REVIEW — PUBLIC HEARING APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR Planner: File Number: Z. )S :?if Application Complete Date: / (SJ Project File Number: Pe__, /5 — Application Incomplete Date: Other File Numbers: L. 15—OsOc() NAME OF PROJECT/DEVELOPMENT: Family Fun Center & Buliwmxle s restaurant Route b Addition BRIEF DESCRIPTION OF PROJECT: New +/-12,663 addition for bowling alley and 1,646 s.f. second floor addition to existing building. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 7300 Fun Center Way Tukwila, WA 98188 l✓L LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). T"-IN C F - 1-1 242304-9063 APR 2 3 2015 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Josh Peterson, Magellan Architects Address:8383 158th Ave NE Suite 280 Redmond, WA 98052 Phone: (425) 885-4300 E-mail: Josh@magellanarchitects. Signature: \\deptstore\City Common\Ten\Revisions In Progress\Design Review -Public Hearing-Jan2011.docx FAX: (425) 885-4303 Date: 4k %Z 1 -'5()1/4--iq h4J ct0 J .17&L) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASIIINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or Q�ther representatives�x!t-he right to enter upon Owner's real property, located at 7� Vial fr lle W a� b(-tyxor the purpose of application review, for the limited time necessary to complete that p Jrpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at -CweVA. (city), G✓A (state), on Z� U ' — , 20 .r�l ie `1 APR 2 3 2015 (Print Name) (A caress) (PhgneNttt�her) (Signatu On this day personally appeared before me 5 ("O f ( U1 SA to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS .01111111/1 %% \ MAXI'/F 10NZ". Q i NOTARY �' PUBLIU s • \\DepLstore\City Comfgofr\l PTIVIS bSS�R\SERA Environmental Review Application-Jan2011.Docx // "/I111W�� AY OF IAA NOTAR 2i^�, IC in and residing at S My Commission expires on tate of Washington i 541 © CIA I/laic' 20 ►' s CALL BEFORE YOU DIG: 1-800-424-5555 1'-40' 0 20 40 80 LEGEND: SURVEY MONUMENT EX. POWER VAULT EX. LUMINAIRE (LUM.) EX. LOT UGHT EX. POWER POLE EX. JUNCTION BOX I P I 0 I1 EX. CATCH BASIN (CB) ❑ EX. CATCH BASIN (CB) TYPE 2 EX. SANITARY SEWER MANHOLE (SSMH) EX. GAS METER E%. GAS VALVE C%. WATER VALVE (WV) EX. FIRE HYDRANT (FH) MAIL BOX EX. WATER METER 00. SIGN EX. WATER UNE EX. SANITARY SEWER LINE EX. STORM DRAINAGE UNE 0 EB EX. POWER UNDERGROUND _r(UO) 00. POWER OVERHEAD EX. METAL FENCE D(. WOOD FENCE 00. CONTOURS PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN FLOW ARROW PROPOSED STORM DRAINAGE UNE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT PROPOSED WATERIANN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED 90 BEND PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS EXISTING PAVEMENT -Kap- PROPOSED PAVEMENT // • PROPOSED CONCRETE • W Nt4 23.20 URfTY COIF JCT NOTE. CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE EASED UPON THE UNVERIFIED PUBLIC INFURIATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT B4RGHAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACIIVTIY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCAI1ONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. N72'00'35'E 7 7 14.42' 7 COVER SHEET FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 CITY OF TUKWILA, KING COUNTY, WASHINGTON 7 7 N55' �.�i% /_- 3300'35•E1., N773Q"5- , -___ `' f \tee_ \--�3 7 BEN c` ^AArO� �p�( c NORTH, RGE. 4 EAST, W.M. 0 TO \ A=20'1 .08' R=18 61'1' l� 4. HORIZONTAL DATUM — NAD83(2011) THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD83(2011) BASED ON A UNE BETWEEN WSDOT MONUMENT ID N0. GP17405 AND WSDOT MONUMENT ID N0. 5371 TAKEN AS SOUTH 34'49'31' EAST. VERTICAL DATUM — NAVD88 THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88. WSDOT MONUMENT ID NO GP17405, BEING A FOUND WSDOT BRASS DISK IN CONCRETE SIDEWALK ON EAST SIDE, NEAR THE SOUTH END OF THE 66TH AVE 5. OVERPASS WAS HELD FOR ELEVATION BEING 58.67 US FEET. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON OS" TOTAL STATION, "TOPCON GR5" AND "TDS RANGER" DATA COLLECTOR SUPPLEMENTED WITH DOS AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN MARCH 2O15 TAX ACCOUNT NUMBERS: 242304-9063 PROPERTY ADDRESS: 7300 FUN CENTER WAY, TUKWILA, WA 98168 SURVEYORS NOTES: 1. UNDERGROUND UTIUTIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. BOUNDARY SHOWN IS PER CITY OF TUKWILA BLA NO. L98-0028, REC. N0. 9806309017. NO CURRENT TITLE WAS REVIEWED FOR THIS SURVEY; THEREFORE, NO EASEMENTS OF RECORD. IF ANY ARE SHOWN HEREON. THIS IS A LIMITED AREA SURVEY FOR INFORMATIONAL PURPOSES ONLY. INDEX TO SHEETS CI OF C2 OF 5 EXISTING CONDITIONS MAP C3 OF 5 PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C4 OF 5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN C5 OF 5 CONSTRUCTION NOTES AND DUALS L1 OF 1 LANDSCAPE PLAN APR 2 3 2015 1. S /S—a2/ w co cc 9, c§ FAMILY FUN CENTER FAMILY FUN CENTER 8 S 0 4 2C 0 45 X Z . W N z 0, m 0 CV N N 0 EA 1n 6 CALL BEFORE YOU DIG 1-800-424-5555 EXISTING CONDITIONS MAP 1'-20' 0 10 20 40 114111106410011 WINO 10044.<105111010A MUTT CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOU)G THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING URLIIY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ME BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, 0R BY CONTACTING THOR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIAIE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. WATER UNE 51 _ E (3-31-2015r I-,-_TA NT0'35"E ,\i//5i/ E CHAIN LANK FENCE t C6I H6A51 BURIED 0,1 ( r^ \ EX. oMun BASIN, TYPE Z\\ RIM=31.23 IE=26.79 (18' W IE-26.84 7 ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 FOR FAMILY FUN CENTER A PORTION OF THE NW% & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, CITY OF TUKWILA, KING COUNTY, WASHINGTON /4/ .r/4'/,// //////// /////// 51,8 / /2/////// "/ //// /i /en ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 959 ,./ IX. TCH RIM=2. 23 IE=21.9 (1 NE) / =21.61 • SW IE-21.9 /(12'// / d' WATER UNE (3-31-2015)7 i . CATCH BASIN - 31.15 •SE - 28 NW= 2 / A TCH BASIN RIM-31.59 (8' NW) IX. YARD RIM - (N0T /z//,/// 219 ?PEP) 1.62,.�� Og E)(,'YARD DRAIN 32.19 ( (NOT DIPPED) CATeH 615 RI-j1.90. IE628.44 (6' S i// /> E%lma \ / 00502230000 X. CATCH BASIN, RIM=31.58 IE=27.04 (18' E) 1E=26.74 (16" W) — p/ //EX SSCO(O`DAR€D. CATCH BASIN \ 7 29.8 'N.. �\\ \ N. \\%. CATCH \ \ � 31.81513668 / EXISTING BUILDING RGE. 4 EAST, W.M. IX. R00F ORAN T UCHT I� \ G S- -0o 2-1 IX. CATCH BASIN RIM = 31.59 (NOT DIPPED) ORDINARY HIGH WATER MARK AS ►EASURED N THE FELD ON 3-31-2015 0 -0 n 37.4 00 v�0 6=20111'41* '=1860.08' \L=655.61. / , 1. IX. CATCH BASIN RIM = 31.24 (NOT DIPPED) IX. CATCH BASIN R 4 = 30 94 15'ADS S- 27.86 L0 6 ADS ENE - 27.77 18' ADS NW - 27.56 _•' PVC W - 27.99 • . CATCH BASIN RIM = 30.49 15' ADS N- 27.94 'ADS 5-27.99 50 6 S E 85, ' - 26.12 EX. GUY WIRE EXISTING CONDITIONS MAP a FAMILY FUN CENTER FAMILY FUN CENTER = j 8 8 1- 0 0 W Z W Z co W N < 1 I N N 80 In csi co v N U CALL BEFORE YOU DIG 1-800-424-5555 PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 1-20' 10 20 40 DEMOLmON/T.E.S.C. KEYNOTES O EXISTING CATCH BASIN/YARD DRAIN TO BE REMOVED. 0 EXISTING SANITARY SEWER CLEANOUT TO BE REMOVED. 0 EXISTING CONCRETE SIDEWALK TO BE REMOVED. O WALL OF EXISTING BUILDING TO BE REMOVED. OS PROVIDE CATCH BASIN PROTECTION ON ALL EXISTING CB, ADJACENT TO CONSTRUCTION PER DETAIL ON SHEET C5. EXISTING GATE/FENCE TO BE REMOVED. UTILITY CONTiJCT NOTE, CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1R1010 LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILTIIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMIY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISIEH1D LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID NONUMENTATION SHALL ALSO BE THE RESPONSIBILDY OF THE CONTRACTOR. ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER UNE /V 7 EX. TCH RIM=2. 23 IE=21.9 (1 NE) / .=21.61 5 SW IE 21.9/(12' IX. CHAIN LINK FENCE \ 1 ! - . CAT0�H BAS1 BURIED �n ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 . 4. RT-F30'35=E 55:00 EX. cAWn BASIN. TYPE 2\� RIM=31.23 IE=26.79 (18' W IE=26.84 WATER UNE (3-31-2015)1 . CATCH BASIN - 31.15 5E 28 NW = 2: FOR FAMILY FUN CENTER THE NE% OF THE SW% OF SEC. 24, TWP. 23 NORTH, CITY OF TUKWILA, KING COUNTY, WASHINGTON TCH RIM=31.59 (6' ANT IX. YARD RIM = (NOT N LINK ON EASEME 050223000 EX. CATCH BASIN, PE (� RIM=31.58 IE=27.04 (I8' E) 1E-26.74 (IB' W) E().\YARD DRAIN `RIM = 3219 ( (NO( DIPPED) CATCH B151 RI .41.90.• 16=29.44 (B' SE,. 1E=28.79 (E' Np)/. / l'- --'Z\A\\\''' , ''''* / \\ 1 \\ IX. ROOF DRAIN ORDINARY HIGH WATER MARK AS MEASURED N TFE FELD ON 3-31-2095 • X. CATCH BASIN RIM = 30.84 15' ADS S = 27.86 ,.w 6 ADS ENE = 27. 18' ADS NW = 27.56 ' PVC W = 27.99 EMEND A.D. PAWJHO TO FEMAf1 I . CATCH BASIN RIM = 30.49 15' ADS N - 27.99 ' ADS 5= 27.99 6 S E _ ... 28.12 Ca / EX. CATCH BASIN RIM = 31.24 (NOT DIPPED) EX. CATCH BASIN RIM = 31.59 (NOT DIPPED) EXISTING BUILDING TO FEMAN FF-0241 .2 z a z O g c cc O ccw • O ix 0 CC • �_ 0 W 0)CC 2 FAMILY FUN CENTER FAMILY FUN CENTER r ▪ � Date 4/13/15 1n A PORTION OF THE NWY4 & RGE. 4 EAST, W.M. CALL BEFORE YOU DIG 1-800-424-5555 PRELIMINARY GRADING AND STORM DRAINAGE PLAN 1'-20' 0 10 20 40 UTILITY CONFLICT NOTE, CAUTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHAD. INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT 10 VARIATION. IF CONFUCTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTNTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. 0R BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SMD MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 000' ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 WATER UNE / (3-31-2015)A N7730'35'E 55.00',, 0i / 05. CHAIN UNK FENCE TCH TYPE y' RI . 23 IE=21.9 (I NE) / =21.61 5' SW IE 21.• /(12' $E t . CATCH BASIN BURIED A PORTION OF THE 4 8 ORDINARY HIGH WATER MARK AS MEASURED IN THE FIELD ON 3-31-2015 ( ----SS:B4 OEI(.=3i31123 B451N, TYPE 2\\ IE=26.79 (18' W Qe IE=26.84 Og FOR FAMILY FUN CENTER NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 CITY OF TUKWILA, KING COUNTY, WASHINGTON WATER UNE (3-31-2015)] • . CATCH BASIN = 31.15 SE 28 NW = 2+ TCH BASIN RIM=31.59 (8' NW) 00. YARD RIM = (NOT IN7ERURB4y R ['R▪ OT▪ E ON 230000� �i 230000� _ EX. CATCH BASIN, � , 1 _' RIM=31.58� - l-'- IE=27.04 (18' E� IE=26.74 (18' 4 A CATCH BASIIP R -41.90 1E:29.44 (B' SE7 f, IF=914 79 (A' RWIi. D. ROOF DRAIN EAST, W.M. ORDINARY MOH WATER MARK / AS MEASURED N THE FELD ON 3-31-2015 EX. LOT UG - . 13 et VISTL L / C-002/ EX. CATCH BASIN RIM = 31.59 (NOT DIPPED) POLE EXISTING BUILDING FF=32.41 A=20'11'41' R=1660.08' L=655.61' 00. CATCH BASIN RIM = 31.24 (NOT DIPPED) • . CATCH BASIN RIM = 30.84 15' ADS S = 27.86 'w 6• ADS ENE = 27.7E B' ADS NW = 27.56 • PVC W = 27.99 S1 P.m EX. CATCH BASIN RIM = 30.49 15' ADS N = 27.93 • ADS S = 27.99 59 6 SE_ EX. GUI WIRE 20 LOT LIGHT Y 2 ag z • if z w GCS O zcc >- cc Z • cc • O w FAMILY FUN CENTER 4 cc c_J u_ TUKWILA, WA n 8 Y C 1- 0 O N W X Z W WP7 CM CM CO N 00 z a� N N z N 1 n E E CONSTRUCTION NOTES AND DETAILS GENERAL 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433-0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage 10 structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards. unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. I0.Provide traffic control and street maintenance plan tort Public Works approval before implementation. 1 LAli surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington Slate (grid) Coordinates. North Zone. using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permit ee shall provide conversion calculations to NGVD 1929. 12.Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way. easements. and Access Tracts. CONSTRUCTION I. All work performed shall be per approved plans and specifications only. The Permit fee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal. state, and local lows. Permit tee shall apply for a Revision for ony work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconsiruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 1 1 and the following: b. Prior to any activity in City right-of-way. the Permittee shall provide the City o traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lone closures in the Tukwila Urban Center. d. Fire, pedesthon, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close on access. e. Alt roadwoys shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires preapproval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet WISHA requirements. 2. Power. cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes. catch basins. and valves in public rights -of -way or easements after asphalt paving. STORM DRAINAGE NOTES I. At methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water Design Manual, unless otherwise approved. 2. Mork all storm drain inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide o minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts sholl have beveled end sections that match the side slope. FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requvements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control meosures. 3. Before any ground disturbance occurs. all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site constructon Is completed and permanent stabilization is established. 5. From May 1 through September 30. provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30. provide temporary and permanent es meas r cover to protect disturbed areas that will remain unworked for V two days or more. In addition to cover measures. the Contractor shall: a. Protect stockpiles and steep c94 end fill slopes if unworked for Mere than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season throw 1 October30). Mulch all seeded areas. ( 9h April 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result In the work being performed at the direction of the Director and assessed as a ten against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, darts, structures, vegetation, erosion and sediment control measures, and other protective devices in occordance with approved plans. 9. The Permittee shall monitor the downstream drainage features. and shall, with the Director's approval, remove all sediment deposition resulting from project -related work. 10. All work performed shall be per approved plans and specifications only. The Permittee Is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall ba performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall Install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards In effect at the time of the issuance of the permit, sensitive areas, thelr buffers, and public and private properties and improvements damaged by the Pemsiftee's operations. 13. Permitfee shall arrange for alld comply with the following: a, Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. INLET SKIRT HANDUNG STRAP,. INSERT SHALL BE DIRTRAP ULTRA DRAINCAURD DR APPROVED EQUAL. ``OVERFLOW PROTECTION •� HANDLING �� SrRAP SEDIMENT COLLECTION CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN CE01Lx I ILE MATERIAL FABRIC IS IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREOATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (A0S): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 1.85 WATER FLOW RATE: 110 GPM/FT2 PREMEABILITY: 0.38 CM/SECOND DIMENSIONS: SKIRT: 24"x36' SOCK FILTER/SEPARATOR: 10' D x 24' L DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS 45 40 35 30 25 20 15 10 5 t y( 1 _- = .- . _ -i o. -_-f1EW-htelkglNG- off-- }. -( - ...-rt .__ -- T 7- INTERURBAN TRAIL __ . __ _ _ _ x 77 Lo -0+20 9+80 0+00 10+00 H00 SECTION A -A SCALE: 1"-20' HORIZONTAL 1"-5' VERTICAL 11+00 SECTION B-B SCALE: 1"-20' HORIZONTAL 1'-5' VERTICAL 2+00 12+00 40 35 30 25 20 15 10 5 2+20 8 cn Lu 0 O O U z FAMILY FUN CENTER 48' W 0 z U_ J_ LL TUKWILA, WA 2 E 1() 1I 1'-20' 0 10 20 40 — LANDSCAPE PLANTING PLAN, LEGEND AND GENERAL NOTES FOR FAMILY FUN CENTER A PORTION OF THE NWY4 & THE NEY4 OF THE SWY4 OF SEC. 24, TWP. 23 NORTH, RGE. 4 CITY OF TUKWILA, KING COUNTY, WASHINGTON / o/fie /// �yry N5520'35'5/ i ..7 / ' 5e� 51,46-. / LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES CONDITION REMARKS 0 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL NANDINA DOMESTICA / MOON BAY HEAVENLY 84.1,1800 CROUNDCOVERS: ARCTOSTAPHYLOS WA-URSI / KINNIKINNICK 15"-18" NT. MIN 3' 0.C. 18" HT. MIN. 2' 0.C. 1 GAL, 30" 0.C. FULL AND BUSHY 3 CANES MIN., FULL AND BUSHY, MATCH HEIGHT & FORM HOLD 12" FROM BORDERS, SHRUBS AND TREES OTT. 07 23 COVER AS REO'D NOTE: PLANT OUANTRIES WITHIN THE ABOVE LEGEND ARE FOR CRY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND. GENERAL LANDSCAPE PLANTING NOTES 1. AN IRRIGATION STSILM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION Snl[M DESIGN TO OWNER AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL EXISTING POND EXISTING BUILDING FF-32.41 EAST, W.M. (n-0 C) c. A=20.11"a1" / =1860.08/ / L=655.61' / 8 co O tocc LL 0 FAMILY FUN CENTER jr:" '\Jd '_ s\-v \ ^- `,• See re visa Doff 5 zz i6 L/5 -Ud2/ I — 8 FAMILY FUN CENTER 6 GREEN RIVER INTERSTATE 1-405 155,93,10115 N0. DATE 0Y _ - _ Iiy.lE LA E5 000400 4FFR0V4 ¥KNIT ;ll2M!P41. 'E33M1T 1953259955. 9:0 O0C5: CONSTR. COCS: 241BCMILE ASNOTED PLOTD,TE 09-19-. 2015 cm RE 1.145f11 JCS MASER '.4-145 C/MSErt ICR DYNJCP STATUS SNOREO\E 0EP4, 240 NTE RAN SCALE: 1' • 40 A1.1 9 1311-0* OK ACCESS Ald �ft1. M MM M M MIP P ELMS MA SA 2-51010 /402,101114222 &446ACC FISPOSIS TA ESSISS0 OP 1716126 SO RBA - — / < 7F1 pgi • /43 1-7 MIK MIS El934221 TTAi •••• 7. • .7- - — - 15, PETIS,ONS 3.2- DATE A ISSmE TTATE'.3 003.34 APPETTRAL., PERMIT TJERIITTAT PEW," 10 CT MPS 8.0 DORS. CONSTR. CRCS' _291,10.11CILE, AS NOTED PLOT WOE 04 .9 ITIP,5 144146,9,11 NUMIER 19-145 01900117. TCP 011019 MACS RAM 50040145 IMPA. ORP ENLARGED srrs PUN ENLARGED SITE PLAN 0 03 10 20 SO 40 qe"O, F: 1..107 L- /5--ooz/ A1.2 KEY NOTES L/5 - Go 2/ FIRST FLOOR DEMO PLAN p Doom ENSTPG NQR8M0O NENO Iva o omusi EY9F R41-IP W. NN TE N N QIEEGN110 NW /ealte ❑E Ken11001)N fW InENT 1 C. ▪ HWE FWSING OPT cow 010 NU WNL DEMOLITION NOTES A. OMAN 04I01TION PERIM AHI Ha. All COSTS Cr SAYE N COIIFACT PDG£ B. IEN ALL LA. O MAIEHNS/}DLPNIMOLT..PF1E MOLTAW OVN a41 ITEMS NO AS ROCATED. C. GC MAIL OFP E0161MICTAM AREA TREE OF COST MO DEWS FOR DE DIRK. Cr 0. E WY QESIOI$ Alm AS TO IH PINOAN. OF ANY NIEEAL QAREY DE FONT CESTIN EM 1H AROEECT BRFORF PROCEEDING E AT COMPLETION Of COMBObl ROOK RE tl451PUCEON NUS 904 BE LEFT N 'BALUI MIN 0300101 ALL DEBRIS NO 116CF11NE06 YA146N 9141 B F. ALL OEMS NOv01 9U.LL BE PTMOBR N AO DANCE aM .0MC MANAGEMENT REOLMFYR6 NO PROM., G AS CREDITED BV OEOPC 1ANNEIRT. NI DOORS 0ANS RAROWARE 40 AL ITEMS. N1A.NO MORES 1011 FERRS )110-1ANG OOWIPDIIS AND NgE5011R5 AIO PEON EORPNERT BROW TO BE PEMOIEU. 904 EE 0L41 AW TREE 0 DEFECTS PROTECTED. SAVED AIL REUSED AS OECIS I004(C REMO) TO *J.0*G STOCK P.R. TO BE PROIED. FEMONF AND CV All 411,ETS. WC. FEES THEM6TATS ETC.. TO 11FR 9RE I. W 9LA11 BE *P0190E FOR PA10WG AA0/OR IRAFWG ANY DWA2 CAUSED BY RN OR HS 9101310 OGSING CWSTN:CD1R 09C CORRIDORS RRPOOK OR 101*1 PACES PORTER TO MATCH ENS. AOW,ENT RW91 OR AS WED HI611 J W ENSBRG SERE 1EIEC1010AMC ADDRESS 9EARR ORE AL.. O WEIR OIEE ROAM EE54*.01 ASSOCIATED SHALL BE DAYIRD O.RIf DE0(4S AW SIRYORT mom.0. IED:CANON 0 910E DETECTORS. 010C CORESS 94AFPR5 NO FIE AL. WSW. IECESSTTATED BY 00 C 440WINE[ ACWA5 IVOSEU A INSI PHEM AID PER THE .6. W AC000 OI OK WOVE OEIEC. 9NI BE WET® OR UMR...0 CR .0. OVER THAN ITS WOOED PIAMY. N. g0OVN OF ANY EOICERT. GIBING STITCHES NO C4I01 PR1.WG 10 � A�NCATCI6 AND TUFT.. SRC. BE 1WE0 NM 16RIGIE CCNFMES L P001E ALL RISING MAIMNS M. WOULD CAUSE PIES OR 0PRR9DN5 N HW FLOORING .FACE 911N A5 FASTEIRS CUTLET .ES COWER PLATES REWRT FLOOR WPNGS. CMSE1. CAIIR PAD. M9i PATCH. CONCRETE TILL PL1YOOD. ETC IL COW. 6 NOT NECESSARILY CORED TO WHAT 6 STORM W D' X IRE WENT 6 N NIC lE IRE CORN SCOE 0.0.1..S0PND TO CONLIE M NCO ACCORDANCE NM BE CONTRACT VIM N. RATED WALLS ...NOT DE ONEIR ED UIESS DE RA. 6 MMTMrtD 0 ML 0DOR5 9I010 BE 4Y1 NO NOT WRY WE THAN 1/N' N 10-0. RE CC 91.YL NOWT ARONER OF NO COOT. MAT 00 NOT HET EFS iTNOIAO DEMO LEGEND assssa )SING NTEAIOR WA115. DOORS RELIES CARNETS AND 91E1MNG TO BE MOVED WAN DASHED). NICLUDNG ELECTRICAL HENS ATTACHED 10 NAILS REFER TO FLOOR PLAN FOR EXTENT AND DNEN90NS. PE-UEE I1FNS IN EXCELLENT COKKIION. CR RETURN TO OVER FOR MACE )STING CCMSTRIICINON TO EVAN. RS CDV cvl g ENIS01.1 n ODE IT. Y 'iSRE C0TES DEW, APPR0'VAL. --_ PERMIT ,LIENi"Al oEPWT RErE.r£r. ?t CONS, DOLS wareau/. NNOTED PLUME: 01-13-:G15 co FEE: 14-146J.21 A OIAIEEH i1-'15 DRAM STATW' S0010t1,: 0EPA, .)RE. MST FLOOR DEMO FLY SCALE: 1/r • 1,0' LEGEND NOTES: I. REFER 10 REFLECTED WLNG H.A1 FOR HOME RELOCATION NFffNANCII. A2.0 KEY NOTES • . COSMRW-10.NDEMOB YOE ▪ LN091 W15,EGI.Y 11/S'ORA2 FOR FMS.HG LA.1AG ARID • D �„�. 5.111 WINS 1 0) B<1z. WAL A ❑ H NM WON © rum NOR DEMOLITION NOTES COW AOIWWON PORI. NO NOME NL COSTS OF SANE N COMM. flME. F F1MN9H ALL LAM MID MA1W115/FA1P101 M COMPLETE DEMO... REIOYN O All NOR AS NDICARD C G 95.0ID CWS0UC1O1 NO RR 0 COST AND DEBRIS FOR DE 0URA10N OF ONSFREVI011 0. F. ANY O.1SNNS AR9 AS TO BE OMO.. 0 M0 NA1R1L CARRY DE PONT N O1011O1 FM 10 ARCHITECT BEFORE FROM.. E AT CWPIIO 0 0 CO.. N00.1O 011500010N AREAS 91A11 0 LEFT N 100ON DEAN own. ul 00S uN 09012100 S 4A1ERu DULL x F. AIL CMS *50000.5NNL 0100O11F0 N ACC00M5S NM M. MANAGEMENT 1.1.51 05 AHD PRO0p0ES. G AS OFECEO BY DUNG INDA0T0N1. ALL DOORS, FRA1S 0019000E M 000010 . HEMS N.B. F01050 IW1 FUNKS (NWO. WO15P0115 AND RMOESWMR4 N0 95O1L E0®MW190N W 0INg100. 0100 PE DEAN AO FREE OF DEFECTS PROSCIED. 0000 NO REUSED AS DIECIED WEN. W RETUNED TO NNW SO0L N N PARODCYS 10 BE 0Y0ED. ROW MO.. OUTLETS SN)OEA 1RL NE MJ5O10 ETC. N THEM SOLVE l GC 9M0 BE RESPWSIHE FOR PA1W2 A1D/OR R.N. ANY 1.1. CAUSED BY NN 0 DE 90NS 10 ENSNO CONSIRNII0 B000 CORRIDORS. RESN0O15 W RTa01 SAO. RE51®110 MATCH E%1511NC AKA001 BN5M. ON AS NOTED 1EBFN. 0 10 OWO1G WOE M ELIOI 001C *0*5SS S.M. FRE AURA DOM W SWAP DEW ASSUMEDDASSUMEDO01L WI BE DAMAGED WRAC DEYWMN AO WSW. WSW.. REL.. 0 SONE alEC1aR. DUNK ...SS SPERMS Alp 0S AWN 91991, T. O5(0 1A1E0 BY ON CONSMU[0N. SNAL 0 .0.1.13 AS A FIRST PR1Att. MO PER DE PLANS NO ACNE SNOB OIICTW %WL BE WEBS W ODEN. REMO. W US0D FOR ODER SNN HS WEN. PROSE R WW1 Of ND EO NA. WINO 5t10E5. A00 O001 PERIWIG 10 UATA/GLFAMCABN5 AND 10EMa. 9WL EE 1SEED VIM RIA101E MOWS AID IWO L BOOO 51 ENO. MIOGNS R101 NOLO CAUSE RISES 01 DFNRCTSW1 N IE0 FLOO. WERE 9101 AS F*0155 NS, ORLEY NHS CORD RATES R1S0001 ROAR Wh00GS. CAERET. CARPET PAD. MM PA10L WOOL FEL R1D000. ETC N. O 10U11 15 NOT OaSiV1T WEED 10 FLAY 9OYM ON DENT OE INTENT 5 TO WOAD 10 Q]0RRN SC. OF OMg1100 O5RO TO COUPLED 10IN1 N AWANOE INN DE CONTRACT DIOS N MUD W15 DULL NOT BE FORTRATL0 LOESS DE R/.11. 5 WNIANED 0. AIL N005 WAD BE IERE AND x01 MAN WE M.W 1/1. N t0-0'. DE GC 9001 NOm OROCECl CF AXY 0305.5 MAT DO NOT 1.7 MS STAN.. DEMO LEGEND EO51NC NITICR U S. DOERS. ROTES CARETS NID 9ELWF TO 0 CDOAED (00111 DASHED). KOOK ELECTRICAL HEMS ATTACHED 10 MALLS REFER TO FLUOR PUN NO EMIENI .!'U [4EN0WS RE -USE HEMS N Ea:UK COOOM, OR REM. 10 01MER FCC S7O1A0E FASTING ION0IRUCINN 10 REMAN. PEV5ICHE L.\ ? 10310E DA'EB DES:CH 4PP^U/AL PEW .BUTT?AL PCPN,- N.F11 .h, RT DOC:. ^DNS?R. D0C8. SECOND fMOOR 0E00 PLAN SECOND FLOOR DEMO PLAN 0 4 . 10 44 SCALE: 115 .1,0" J,EGEND NOTES: 1. FEFR TO 0REC1E0 15010 NAN FOR /IM1OVE RELOCATION IHRWAION. A2.1 KEY NOTES U 4 U } gWII LDRNNMMI.RLFRN.9PER SCHEDULE AEI DOOR AI EK1N SIOGRONT SERER PLAN NOTES A m NOT SCALE DAR ARTIER COMM 0A\E91 ALL PART. IOCA10W5 SHALL BE AS SHOW 0 RAMON PU?L INCASE O COPIICT NOWT ARNIM RAMON PUN BY ARPIN( tAK6 FERETTRiRE qq ALL OBER PLANS B. ALL GYPSUM BOAR POARINWS BULL BE MD. SPACI0ED NO SANDED SMOOTH MIN NO %SRC MIS PARR N0 REPAW 9RALE 10 MACH ADJACENT OR M O.A SURFACES NITRE RCm1EO. NL SIHPAEE5 SHALL RE NLOED. C.NL EM11IONS NE 0ENBONOF OWD FROM RICH FACE OF GAB 10 MINI FACE MESS 0900 E NOm. ALL 0114FN90M5 WANED CLUE O 'OR' SHALL BE WHAM AND 9011 NA FOR I1q]645 6 AIL MALT MUSES URN. OYFHAtIS 0AFIOD f WAN A REWIRE NOT B EMER NOR 5 1 RAN WOES M F10NOIC0FD 01f09O1. UDN MERRYFm OQL9M5 EMfRbW TOLERANCE INN BE AWt1FCT. SECURE ARWRCTS APPROVAL E H nMY MCNIEC1 W MOW O MY 0SCIPMQ1 O 0211111C1S N 1R LOGDCW(5) O NEW WXnRUCAOL Om COMPHFI9N O Rum. LAYOUT. NON, MMRC1. SURMA. E It U1011 TO BE FROL0 BT THE AR011ECT POW N PM➢1XN Wnxunm. F RHER m WV A0.1 MR NAI10 1 NODS LEO10S SI9AS AIDEMA11m5 ALB sn..F < G DRENWOIS LCCAn0G ODOR: ARE 10 THE MSOE EDGE O JAMB U.ON N 'NNW MEANS m ACCURATELY LOCATE WHIM FACES N IR SANE PLNE I I COR, ELSIWC 96510.1E AS MPS 10 RECEIVE 1E11 F100RYG N OONA TM PF£IERWC N➢OCEABIE LOPS OR OPF69DR 1 NI BORE SNAIL B DEC® MO AISTAILED RO E 10091 SANE *019E. X. REFER 10 MUAOR, S.00 DAM FOR SPOOL DUALS CF COLRNATION BETAKEN ORIALCMILAOW CO.OnOA L ALL ENS. MO HEM FLOOR PEIET011ONS FOR PRAM SHALL O RILE RAMO AND SEALED N ACC(9)WI IAR1 AE APRUUOE MI. NO ERE CmEi IALLA001 N BE FASTENED 10 IC PARANOIA PRUDE 0W,0 4- 111 N. BLOCKING FOR NL MEMO( NOT WAGERED BY FLOOR L9 ABM C'-0" HI ALL CO4AFD UMBER t MO. A S FIE AGIFD. N. OS TO PROVE SHOP EARS FOR CASEIORX WALL LEGEND SHADED WALLS INDICATE NEW WORK: MINN MATS E1051WG CENS1Rix140 10 ROOM. !SING FINE E51NOp9ER 10 ROAN LEGEND NOTES: 1. FRON DE an RESISTANT GAB N Ill YET AREAS, NO 1E0IXYIG WINO Al FIXTURES. 2. FURNITURE SHOW ON PLAN IS FOR REFIREN0 PURPOSES, ONLY AO IS NOT IN CONTRACT U.O.N. L/SS -00 2/ CPI COI sD cCo W H OZ cc W g zwp2 UJ� Zo$g L Z 3g, �QLLA.z REviye 0 DATE »E_4ES .;ERICH APPROVAL HERMIT OUBII'TAE. HERMIT RECEIVED ?:] BUC1, WN511. ;005 war KALE AS NOTED PLOTDIIE 04--19-2C15 CAME 14141Eftl JOB NUMBER -145 0E01E6 NP NLARIt NP VMS 5H1RELONE. SEPA. DRB PROPOIED FIRST FLOOR PUN -- PROPOSED FIRST FLOOR PLAN 1E 12 SCALE: 1/e'.1• 0- A2.2 z NB s1/r BOWLERS LOUNGE 5I (9 -I' TB A.P.F. T.O. LANDING 24-4 lit (io SVAF.F. T.O. BIAS 8I'-1 1/2• PROPOSED FIRST FLOOR ADDITION PLAN 4p {. 1-1 ,... .7 0 4 W IN 24 KEY NOTES O LEY' COAX WAR WO WL FRALHD PEN Mm•F ❑� MW BDORN POW SIGmRa1 SYsen NOVABLE W1 MM. PLAN NOTES A 00 NOT SCALE DIGS. TOTTEN OWNS. M.N.. PARR. LOCATIONS MALL BE AS SNOWS M PARR. MAN N C. Cr CONOAR NOSY ARCNIECT PAPTI. MM BY MOFIECT GAS PRECEDENCE OVER ALL OMR PUNS B. ALL CM9N .RD MEMO 91N1 BE TAPED. SPAWm NU GSM WOOM ION NO WEE ANTE PA1W NO RIPAF 9BEA4S N WTOI ADJACENT OR MOS. SURFS NETS RECAPPED ALL 9AS.x6S SNAIL BE ALOE°. C ALL PMTIMS ARE WNSIG D FROM WWI FACE 6 COB TO ROI FACE 6 0113 UNLESS ODERNSE NOTED All 01.9CN5 YAINED'OEM" CR "OP' SNAIL BE I.TAEEU NND WALL ALLOW FOR TIONESSES 6 NL W U. Nx1NCE. ION. D. PENSIONS YARNED 3 LEAN A TOLERANCE NOT ORDER NW WAILER TUN 2 NOES FRON 11OG1ED 2121 MOMS. DON WAFT TELL °BENSOIS MEWS TOLERANCE BIN BE PROMO SECURE .SECTS APPROVAL E NOSEY MOFIEC1 H WEND 6 MY oI42*0 N6S OR CO ICTS H THE LOGIC.) 6 NEW CONSTRICTION DPW CO IE. 6 P.. LA.T, NOISY AMEECI. WROCA N 6 DE LAYOUT N BE PROVED BY TIE AMNiCCT POOR TO P.. N5INUTOx. F REFER 10 WIT A0.1 FOR NM10NA1 N016. LE.DS, SAVES. ABBREN4MVS AND DN119015 LOGIN° DOORS AM TO DE MICE EDGE 6 LLB. ODN N. 'NUN- WARS 10 ACOHATELY LOGE 522*25 FAGS N TIE S. PLANE I. .BY DOTHG SUBSTRATE AS MOWED W THE NA M020114 INERT.. WE PIENS N NOTICOME LWPS OR DEPIESWONS 1 ALL BORN 9441 BE ERECTED AFB NSTNLU MIN& LBO, 105M AND TRUE REFER TO NAM1140 SOP DWCS FOR SPEC. DEARS 6 COMMA. BEGETS AOW9N OROGLI MOONS. L ALL EMU AD LEE GOOK MERA11O6 FOR PPNG WALL BE FULLY P.O. ..ED N AO:CRON S WTI DE APP.. WOG NO FEE CODES ALL 61W RE FAGGED TO NE MGM 25 FRPEC NON-CGOSTIE CONCEFOR ALL IUWR( NOT .PORTED BY NOOK OR .NE 1'-0• W. ALL ALED LINER E DMIW TO Er RE SEATED. X. GC 101ROWE SOP ONG5 EW CASES. WALL LEGEND SHADED WALLS INDICATE NEW WORK: PARS11EN WALLS USING CWSTRUCTION TO REN.UN. Y FE E1091NC FEE E0111GUL9q+ 10 RISEN. LEGEND NOTES: T. PROVE WATER RESISTANT 200 N NI NET MICAS AND MOCKING BEINO 41 FIXTURES 2 FURNITURE 910NN 11N PUN IS FOR REFERENCE PURPOSES, ONLY NO IS NOT N CONTRACT 1/.0N. /S-o d 2_/ 9IW '' Fti WV of; CO Pi I§ W 1- OZ N 0 ILI 1- W� U< Z 06 ZflJ _I <0 LL. LL nR PEv SI0N5 n C'ATE'S LES ]1 ''E14N' :L,3'1AL �'EhNNT RD:E 80 DOC'S. CON., DONS ]I'OP BONE AB NOTED PLOT OATS CAD FLO JCS NUMBER O[OOD CWA1L 81A1UB SN 14142 /21 14-145 .CP JOB :EPA. DUE+ PROPOSED FIRST ROOFS ADOF1pN PUN SCALE: 1I8' • 1'-0' A2.3 KEY NOTES MR. OONL ,NAP RN WA MNWK PER 6DERBE WARBLE WALL MATINON Y.10, X.1. Y.8 EMPLOYEE LOUNGE X.2. Y.8 PARTY . ROOM RI OR 14 SF- (SO OCC 4Ax) • PARTY ROOM ]5] S.f. (50 ACC. NAx ) X.3 X.5! X.T- ma PROPOSED SECOND FLOOR PLAN 2 3) 4` 8Y-B' 4 1B-E 1/Y • 715 SF (N.40) 1963 SF.( OCC 4Ax) LASER TAG CNECK4N EXIST. BTAIR LANDING MEMO ROOM 206 SF (N SO) X.4; Y.5 A'-11 X.8 rt X.9 Y.2 Y.1 G +— H ( } 0 4 E 10 Wx PLAN NOTES A 00 NOT 581E MS WDTRN pENWAR GOVERN. ALL PARDON 1DCARNG MALL BE AS SHAM CR MORON PUN. N CASE 0 COMET NORM MOMS PARR. PAN BY manta W S PRrtTE1WF ONR NL ODER HALAL . CYP9W BOND PAPRNNS MULL BE T.D. 9AOOID NO SANDED LOOM WM 110 WERE MR PRIM AID REPAR SURFACES TO NA101 MUM. CR MANG MRSAffS WERE EOUFED AIL 9AEAGEi MALL E AMER N1 MENTIONS ARE 011119IMOYE0 FRO1 FINISH FACE 0 GM TO RIM FAME 0 GLAD MESS BROWSE NOTED. All PROMO. YARNED OEM' OR 'We SOUL BE WARMED AND SHALL ALLOW fM MQR . 0 NL Ell AWES OOA OYENSONS IMAM S YEN A TOLERANCE NOT GREATER NOR WRIER MN 3 ROES FR04 ROOTED MEMO( 11.011. NREV HELD POGO. DEJ]]NW TOLERANCE NEN 1K N1aTFM. 400E NCNiECTS APPROVAL E RORY MCNIFt1 N WBRW E MY OSCA➢NNYS M CONFIRM N DE 1DCATEMS) E NU CONSTRUCTER UPON COME. 0 PNM M LOWE NOOfY Ammo. NfE1GRN 0 NE WOO TO BE ROARED BY TIE AAOTEC] PRIOR A PN11. NST.ATDN. F FUER TO MEET N.I Fai AIMPOI01 NOBS, E7*011 SDRTAS. ABBRWAI0INS NO re DNENMOS LOCA. COORS ARE TO DE MOE ERE E Me U.O.N. N 'NW FENS M AORAIELY LOCATE NNE. ROM N ME SME FINE L NW( CORK SUBSTRATE AS ROMEO TO REEVE NW ROalG W.IIEWNS Mrs REAMING ROWANS MPS CR 08RS90NS 4 ALL NOW M. BE FRECBD NC WALLED RUE. IP.O, 9NAR NO 1ME K. PEER N IE1E0K LOP DMG FIN SPECK DETAILS 0 ROMA. DEDRN ORYW AALLYULP manna L NL Fp51to NEE FLOOR PSNEIRA06E FOR PPM OWL E FULLY PAUID ND SEALED N .ARCOANO WM TE tl OOME RAMC NO FIE COO. N. NL RAMO TO BE FASTENED TO ME PNOIKK PRONE ION-0010 1E1E MEMO FOR ALL MINYA NN 0PPNim BY ROM CR ABOE 4-0" NE OLL CEAED WEER s AMONG M BE FFE REMO 4 GC 10 PRONESHOP ORS RR ORR. WALL LEGEND SHADED WALLS INDICATE NEW WORK PASTIER MS' 0 EN51NO 0NS1RUL1101 ID ROM E 'E CASTEL FIRE EXTINGUISHER ID RLAN. LEGEND NOTES: 1. PROVE WATER RESSTNr G. N ALL NET AREAS MD BLOCKING BENO ALL nouns 40 FLAMME WAN ON PUN IS FOR REFERENCE PURPOSES ORT AN) R NOT N CONTRACT 80N. 4- . *0 `IS 0 DATE 0 ISSUE DATES ']ESI00 APPROVAL. PEONY .113N'TAL PERMIT *0CEIVEC 0a D B. casts. DOES WM'WALE: NNOTED ROT DATE 04-19-2C15 CADRE 14-I4A21 .ROE LAYER 14-145 CNECRQ JCP JCP SPA, J.T* PR0MM° SECOMO FLOOR PLAN ti 0 0 SCALE: 1f8'. A2.4 17 T 0' RIMMIGUIEMIUMMIUMMICEIMMI (7 ) 46 1r h (Th EAST ELEVATION SCALE: 1/8" .1,0^ ti"Mtif' EXISTING -( PROPOSED (---) NORTH ELEVATION SCALE 1/8" .1,0' (L) EXISTING PROPOSED 430,1. MECH SCREEN -1. T.O. COPING $ 11.0.147041.7=0 PROPOSEb EXISTING - 111---.1.- 0 4 1B 34 32 0 4 6 16 24 33 021TO. PARAPET $ -1.T.O. COMO 4 T.O. —00 MATERIALS LEGEND EXTERIOR COLORS: CD PAINT TYPE-1 (RODDA 576 'VOLCANO-) MATCH DOSDNG CD PANT TYPE-2 (ROODA 88 'MELON BALLD MATCH EXISTING CD rig;;GYPE - 3 (RCODA 236 'SALMON ROSET) MATCH CD PANT TYPE-4 (RCODA 'LIGHT GREY) MA TCH EXISTING ljt) METAL PANEL TYPE-1 AEP SPAN NU -WAVE CORRUGATED CASH GRAY') MATCH EXISTING t75--04 2/ JSO adoli nu ° 2 s t•-• 0%1 (0 cr) o 2 o w g • g g • w w : o < Z IL° Z 0 '2 ...I>. RAI 5-!E < LIE U.< PEVI,ONS 40. T - =7\ A DA-E Da, A0093,341, PEAV /0909 RECEJ JED 03 DOS CONM Dee` 3410P ICAL AB MOOED PLOT DOE( 34 CAD FIE 14-105_1431 NUISRA 14- IRS CRICKED JCR ORNATt002 RATA SHOPELNE 3190 003 ECTEIBOR ELEVATION. A3.1 S8S4 &O. METAL PANEL T.O. CORNET 4O4FF. CD OWEST ELEVATION SCALE: 1/8' =1'-0' OEXISTING BUILDING PROJECT CONTEXT IMAGE PROPOSED EXIS IRO 0 4 e m' • 24 e2 MATERIALS LEGEND EXTERIOR COLORS: Pt PAINT TYPE-1 (RODDA 576 -.VOLCANO'): MATCH EMSTING ® PAINT TYPE-2 (RODDA 88 "MELON BALL'): MATCH EXISTING ® PNNIsnT Nc- TYPE-3 (40DDA 236 'SALMON ROSE"), MATCH EX 11 PAINT TYPE-4 (RODDA 'UGHT GREY ):MATCH EXISTING ® METAL PANEL TYPE-1: AEP SPAN NU -WAVE CORRUGATED ('ASH GRAY) MATCH EXISTING 6/S-Da2/ REVISIONS N0. DATE BY A A A . A A ISSUE DATES DESIGN APPROVAL PERMIT SUBMITTAL: PERLe1 RECEIVER - BID 000S: CONSiR. 00CS: 24W BGAE AS NOTED ROT DATE: 04-19-2015 CAOFIE •14145f.1 JOB NUMBER '14-145 : JCP DV WJCP STANT SNOREIJNE, SEPA, ORB E%1ERJOR ELEVATIONS A3.2 OEAST ELEVATION SCALE: 1/8' = 1,0' M EXISTING PROPOSED ONORTH ELEVATION SCALE: 1/8' = 1,0' ,111111,ll'11 dll II>Ill1l 411/11E1111111/11III,II11I/11 1'11111111111 I t 11 ARO' B.O. METAL PAN a T.O. STUD 4. 0 P.P. PROPOSED EXISTING l 1 I r L 1 24 8 O 4 8 16 D 4 6 16 24 62 MATERIALS LEGEND EXTERIOR COLORS: (sip PAINT T7PE-1 (RODDA 576 'VOLCANO'):MATCM EXISTING PAINT TYPE-2 (ROODA 88 'MELON BALL'): MATCH EXISTING O PAINT TYPE-O (RODDA 236 'SALMON ROSED):MATCH EXISTING ® PMNT TYPE-4 (ROODA 'LIGHT GREY): MATCH EXISTING ® METAL PANEL TYPE-1: AEP SPA! NU -WAVE CORRUGATED ('ASH GRAY) MATCH EXISTING L aV 2,/ REASONS NO. DATE BY A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT WANED: BID DOGS: CONSTR. DOGS: 25.0SCALE AS NOTED PLOT DATE: D4-19-2015 CAD FILE: 14.145_A91 404 NUMBER 14-145 C ECKTD JCR DRAWN: DYM STATUS SHORELINE, SERA, DRS EXTERIOR ELEVATIONS A3.1 PROPOSED EXIS—ING OWEST ELEVATION SCALE 1/8" = 1'-0" OEXISTING BUILDING PROJECT CONTEXT IMAGE 6A 0 I S 10 ax MATERIALS LEGEND EXTERIOR COLORS: 0 PAINT TYPE-1 (ROODA 576 "VOLCANO"):MATCH EXISTING CD PAINT TYPE-2 (ROOOA BB "MELON SAL"):MATCH EXISTING PS)PAINTNG TYPE-3 (ROODA 236 'SALMON ROSE"):MATCH EXIST O PAINT TYPE-4 (RODDA "LIGHT GREY):MATCH EXISTING METAL PANEL TYPE-1: AEP SPAN NU -WAVE CORRUGATED CASH GRAY) MATCH EXISTING 0' 1 REVISIONS N0. DATE BY A A A A ISSUE DATES DESIGN APPROVE: PERNN SUBMITTAL: PERMIT RECEIVED BID OOC& CNS1R. DOES 24,66" 50ALE AS NOTED 1.604041E 04-19-1015 CORE 14-146_41 JOB MASER 14-145 ,XY DYWJCP STATUS: SHORELINE SERA, DRB EXTERIOR ELEVATIONS A3.2