Loading...
HomeMy WebLinkAboutPermit D19-0135 - LAKE TO SOUND TRAIL - NEW FENCE AND CANOPY STRUCTURELAKE TO SOUND TRAIL, SEGMENT A 14800 STARFIRE WAY Apn: 2323049001 FINALED 06/30/2021 019-0135 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov 2323049001 14800 STARFIRE WAY LAKE TO SOUND TRAIL, DEVELOPMENT PERMIT SEGMENT A Permit Number: D19-0135 Issue Date: 5/22/2019 Permit Expires On: 11/18/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 DAVID SHAW Phone: (206) 263-2164 201 S JACKSON ST STE 700 , SEATTLE, WA, 98104 OLSON BROTHERS EXCAVATING INC Phone: (206) 770-3844 6622 112TH ST E , PUYALLUP, WA, 98373 OLSONBE113N3 Expiration Date: 10/31/2019 TRAVELERS CASUALTY AND SURETY COMPANY 415014TH AVE STE 1000 , SEATTLE, WA, 98101 DESCRIPTION OF WORK: THE FENCE IS PART OF THE LAKE TO SOUND TRAIL, SEGMENT A PROJECT. THE TRAIL WILL PASS UNDERNEATH AN EXISTING BNSF RAILWAY BRIDGE IN TUKWILA. THE WORK INCLUDES CONSTRUCTION OF A NEW FENCE AND CANOPY STRUCTURE, INCLUDING FABRIC, POSTS AND RAILS. THE FENCE AND CANOPY ARE TO BE BUILT UNDER THE RAILROAD BRIDGE TO CATCH DEBRIS THAT MAY FALL FROM THE PASSING TRAINS OR TRACKS IN ORDER TO PROTECT TRAIL USERS AND PREVENT DEBRIS FROM ACCUMULATING IN THE TRAIL SURFACE. DRAWINGS FOR THE FENCE AND CANOPY ARE INCLUDED WITH THIS APPLICATION. Project Valuation: $29,580.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,234.74 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVA[Z9646B: Code: 07 21 05 ublic Works Activities: [hanne|izatinn/Striping: [urb[ut/Acceo/Gdewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|in0/Oveoizeioad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: P Volumes: Cut: O Fill: O Number: 0 Permit Center Authorized Signature: �� Date: �� ;L;1( / / I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. | am authorized to sign and obtain this development permit and oDreelothe conditions attached to this permit. � g~." —`^'~�� ".".= Print Name: ~ Date: This permit shall become null and void if the work bnot commenced within 180days for the date nfissuance, orif the work is suspended or abandoned for a period of 180 clays-frorn the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT [ON0TONS*`~ 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City nfTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection. 6: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING CITY OF TUK1CA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pejdt No. DICI -0t 35 Project No. Date Application Accepted: 1"1- t' Date Application Expires: 231 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.:923049005 and 72295003g Site Address: 14800 Starfire Way, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Lake to Sound Trail, Segment A New Tenant: EJ Yes [1]..No PROPERTY OWNER Name: BNSF Railway Address: 2454 Occidental Ave S, Suite 2D City: Seattle State: WA Zip: 98134 CONTACT PERSON — person receiving all project communication Name: David Shaw Address: 201 S. Jackson St. City: Seattle State: WA Zip: 98104 Phone: (206) 263-2164 Fax: Email: david.shaw@kingcounty.gov GENERAL CONTRACTOR INFORMATION Company Name: Olson Brothers Excavating, Inc Address: 6622 112 h St E. City: Puyallup State: WA Zip: 98373 Phone: Fax: (253) 770-3844 Contr Reg No.: OLSON BE 113 Ili Exp Date: 10/31/2019 Tukwila Business License No.: BUS-0997854 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Parametrix Engineer Name: Jennifer Dvorak Address: 719 2nd Ave. Ste 200 City: Seattle State: WA Zip: 98104 Phone: (253) 604-6750 Fax: Email: jdvorak@parametrix.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Travelers Casualty and Surety Company Address: 1501 Fourth Ave. Suite 1000 City: Seattle State: WA Zip: 98101 1+ Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 0-9-11.docx Revised: August 201 I bh Page I of 4 BUILDING PERMIT INFORMATIO 206-4 -3670 Valuation of Project (contractor's bid price): $ 5160 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ The fence is part of the Lake to Sound Trail, Segment A project. The trail will pass underneath an existing BNSF Railway bridge in Tukwila. The work includes construction of a new fence and canopy structure, including fabric, posts and rails. The fence and canopy are to be built under the railroad bridge to catch debris that may fall from the passing trains or the tracks in order to protect trail users and prevent debris from accumulating in the trail surface. Drawings for the fence and canopy are included with this application. Will there be new rack storage? 1J Yes V., No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1Floor 2,nd Floor 3"I Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes O.__ No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers El Automatic Fire Alarm Z ,......None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'? 0 Yes El No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1: Applications Forrns-Applications On Line 2011 Applications Permit Application Revised. 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOLiAT1ON - 206-433-0179 Scope of Work (please provide detailed information): NA Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 121 _Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District ..▪ .Tukwila ...Sewer Use Certificate 0...Valley View 0 ...Sewer Availability Provided 0 .. Highline .. Renton .. Renton D..Seatlle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with, Application (mark boxes which apply): VI ...Civil Plans (Maximum Paper Size — 22" x 34") E] ...Technical Information Report (Storm Drainage) 0 ...Bond Insurance .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours Ei ...Right-of-way Use - No Disturbance „• .Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut cubic yards 0 ...Total Fill cubic yards 0 _Sanitary Side Sewer 0 ...Cap or Remove Utilities El ...Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water ▪ Geotechnical Report .. ▪ Maintenance Agreement(s) [2...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ... Hold Harmless — (ROW) 12 .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance O .. Work in Flood Zone O Storm Drainage [2..Abandon Septic Tank [2..Curb Cut .. Pavement Cut [2..Looped Fire Line • Grease Interceptor ▪ Channelization .. Trench Excavation .. • Utility Undergrounding 0 ...Perrnanent Water Meter Size... ,, WO # [2...Temporary Water Meter Size .. 5 7 WO # 0 ...Water Only Meter Size ,, WO # 0 ...Deduct Water Meter Size [2,,.Sewer Main Extension Public 0 Private n ,_, Ei _Water Main Extension Public 0 Private n 1.....1 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Statc Zip FL Applications Forms -Applications On Line 21)11 Applications Permit Application Revised - 8-9.11.docx Revised; August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING 0 NER 0 HORI Signature: Print Name: David Shaw Mailing Address: 201 S. Jackson St. Ste 700 Date: Day Telephone: (206) 263-2164 Seattle City WA 98104 State Zip H: Applications Forms -Applications On Line 201 Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $1,234.74 D19-0135 Address: 14800 STARFIRE WAY Apn: 2323049001 $1,234.74 Credit Card Fee $35.96 Credit Card Fee R000369.908.00.00 0,00 $ 5.96 DEVELOPMENT $1,164.26 PERMIT FEE R000.322.100.00.00 0.00 $690.46 PLAN CHECK FEE R000.345.830.00.00 0.00 $448.80 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $ 4.52 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R17472 0.00 $34.52 $1,234.74 Date Paid: Tuesday, April 23, 2019 Paid By: DAVID SHAW Pay Method: CREDIT CARD 003188 Printed: Tuesday, April 23, 2019 2:57 PM 1 of 1 Y TEMS CO TUKWILx ETRAKZT 6200 5OUTHCENTER BLVD TUKWILA' WA 98I88 200-433 1870 CITY OF TUKWIL4 Date: 04/23/2019 02:56:41 PM CREDIT CARD SALE VISA [4Ko NUMBER: ++*++***+2158 K TK4N AMOUNT: $I,23*.74 APPROVAL [D: 003188 xc[OKD #: 000 CLERK ID: kandace Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: D19-0135 Description: LAKE TO SOUND TRAIL, SEGMENT A Applied: 4/23/2019 Approved: 5/21/2019 Issued: 5/22/2019 Finaled: 6/30/2021 Status: FINALED Parent Permit: Parent Project: Details: Site Address: 14800 STARFIRE WAY City, State Zip Code: TUKWILA, WA 98168 Applicant: LAKE TO SOUND TRAIL, SEGMENT A Owner: TUKWILA CITY OF Contractor: OLSON BROTHERS EXCAVATING INC THE FENCE IS PART OF THE LAKE TO SOUND TRAIL, SEGMENT A PROJECT. THE TRAIL WILL PASS UNDERNEATH AN EXISTING BNSF RAILWAY BRIDGE IN TUKWILA. THE WORK INCLUDES CONSTRUCTION OF A NEW FENCE AND CANOPY STRUCTURE, INCLUDING FABRIC, POSTS AND RAILS. THE FENCE AND CANOPY ARE TO BE BUILT UNDER THE RAILROAD BRIDGE TO CATCH DEBRIS THAT MAY FALL FROM THE PASSING TRAINS OR TRACKS IN ORDER TO PROTECT TRAIL USERS AND PREVENT DEBRIS FROM ACCUMULATING IN THE TRAIL SURFACE. DRAWINGS FOR THE FENCE AND CANOPY ARE INCLUDED WITH THIS APPLICATION. AV'�U. ? "`CJi,X7 SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 12/23/2019 AM 12/23/2019 FOOTING Bill Centen PARTIAL APPROVAL 57491 Notes: 12/23/2019 - BC 1. Need special inspectors approval report from Paramatrix. 1/16/2020 1/16/2020 FOOTING Bill Centen APPROVED Notes: 1/16/2020 - BC *Footing inspections were performed by 3rd party only All work was inspected by Parametrix Alex Johnson 6/30/2021 AM 6/29/2021 BUILDING FINAL** Bill Centen NOT APPROVED Meeting onsite at 11:00 AM. Notes: 6/30/2021 6/30/2021 BUILDING FINAL** Bill Centen APPROVED 206-263-2164 Notes: Printed: Friday, 17 September, 2021 1 of 1 „. i1 SUPERION King County Department of Natural Resources and Parks Parks and Recreation Division Inspector's Daily Report (Page 2 of 2) Contract No: Project Nots): Fed. Aid No: EMI Date: C01119C17 CM-2017(110) Monday 12/9/2019 DJ E.l F.1(1) (1) Foreman, (3) Landscapers (laborers) Foreman, (1) Laborer Visitors: Otto Rosenau (Material Testing) — Not on site HWA Geosciences (Geotechnical) — Not on site BNSF — Flagger on site for fence work beneath tracks Other Activities: Description and Location of Activities Trail Slope Fill and Grading Olson Brothers continued placing native backfill in place of gravel borrow along shoulder of trail to fill for slopes beneath topsoil. Deposited a total of 26 truckloads (5 CY each) for a total of 130 CY. Slopes have been filled with material needed for grading, aggregate total is 240 CY. Habitat Logs and Brush Piles Olson Brothers worked on Saturday (12/7) without notifying Parametrix or King County. Foreman and operator worked at Site M3 to install habitat logs (x8) and brush piles (x9), A couple of the piles in the back of the planting area are sparse, Olson is aware of this and plans to add material to them by hand. Lighting and Signal Conduit Amaya crew is continuing signal and lighting work on Monster Road, Drain Pro vector truck w/ (1) operator on site to hydro -excavate holes for light pole and signal foundations (x3 locations). Encountered hardscape in both signal pole locations and was assisted by Olson Brothers operator and excavator. Reached depth on Tight pole relocation without issue and set rebar cage. Olson operator and Deere 60G excavator working for 5.5 hours assisting Amaya with breaking asphalt, recycled concrete, and other hardscape that cannot be hydro -excavated directly. Began working on signal pole on south side of Monster Road but also encountered difficulty with signal pole on north side. Assisted by foreman with truck for 3 hours to set up excavator with breaker attachment and pickup/delivery of water meter for vac truck to site from Seattle. (2) flaggers were supporting as needed with flagging equipment on/off and across Monster Road for 2.5 hours. Vac truck on site from 7 AM to 1:30 PM. Amaya foreman assisted with work and was taken away from conduit work for approximately 1.5 hours. Verification of time only, not entitlement for payment. Stream Buffer Enhancement Green City is continuing to lay out and plant trees and shrubs at site M3. Focusing primarily on trees to ensure spacing and filling in gaps with shrubs at —4' O.C. Communicated to crew to ensure that root balls are roughened/loosened prior to being planted in the ground and that spacing is varied so that plants are not all at exact intervals and all areas have variety of species. Canopv fence Commercial Fence on site beginning to install Type 1 chain link fence beneath railroad tracks along trail. Laid out fence posts and encountered conflict with communications vault. Moved alignment 3' down -station (toward Monster Road) and dug 2 posts nearest to vault and comm lines by hand and confirmed that there were no conflicts with new locations (dug full depth 4' holes). BNSF locator on site to assist with Comm line location. Set poles in all holes that were dug and filled with concrete, so nothing is open overnight, beginning on North side of trail. Amaya off site at 2:30 PM. Partial Olson crew off site at 2:30 PM. Remaining crews cleaned up and offsite at 3:30 PM. Traffic tr© Control Checked? ® Yes 0 No Photos / Videos Taken? Yes 0 No On -Site Interview? .i Yes No Remarks: RECEIVED Signature / Inspector On Site Hours 0700-1530 1! Signature ! Project Mana CITY OF TUKWI JAN 16 2020 A PERMIT CENTER King County Department of Natural Resources and Parks Parks and Recreation Division Inspector's Daily Report (Page 1 of 2) Contract No: Pmiect No(s): Fed. Aid No: Day: Date: C01119C17 CM-2017(110) Monday 12/9/2019 ProjedName: Working Day: Unworkable Day: Nonworking Day: Lake to Sound Trail - Segment A 1 0 N/A Weather. ❑HVRN, ❑SHWRS,■FZRN.❑FAIL,❑ 0 HVRN, 0 SHWRS, SNOW, ❑WINDY SNOW ['WINDY AM: PM: ❑HOT>80F,❑WARM50-80F, * COOL 30-50F,❑COLD <30F,❑ci3OPCLDY,■MCLDY, .1MST. 0 FOG, ■DRZ,■RAIN, ❑HOT >80F, 0 WARM 5080F, Scat 30-50F, ❑ COLD <30F, ❑CLPR ❑PCLDY, 0 MCLDY, ❑FZRN, 0 HAIL, 0 oCST, El FOG, 0 DRZ, ❑ RAIN Representative I Title: Prime Col tur. A.l OLSON BROTHERS EXCAVATING, INC Tony Pentin / Foreman Subcontractor(s): Representative / Title: B./ AMAYA ELECTRIC John Taylor 1 Foreman C./ A.C.E. CONSTRUCTION SERVICES Mark Wagner DJ GREEN CITY Frank Falanikol Owner E.1 0 CO CONCRETE CONSTRUCTION Luis Muguia I Foreman F.I COMMERCIAL FENCE CO Jordan McDonald / Foreman Work Activity Summary: Operating A./ B.1 C./ D.1 E./ FJ Contractor's ID (A-C, see above) Description and Location Olson Brothers continuing to fill trail slopes with native material. Also assisting Amaya with hydro excavation on Monster Road when the sub -road is encountered Amaya continuing lighting and signal work on Monster Rd, preparing signal and light pole foundations and conduit A.C.E not on site Green City planting at Site M3. Maintaining 12' spacing on trees and 4' for shrubs 0-Co not on site Commercial Fence beginning work on the canopy fence beneath the railroad tracks along the trail Item, Description, and Location of Work: Item No. Contract Item Description Location Quantity TON 25 Select Borrow -B Line STA 138+00 64-83 PSIPE (Various) Site M3 EA 84 Brush Pile Site M3 EA 85 Habitat Log Site M3 EA 104 Chain Link Fence Type 1 STA 6+64 LF 112 Pedestrian Hybrid Beacon System -A Line STA 15+30 LS Contractor's Equipment: Operating A./ B./ CJ DJ E.I F./ Contractor's ID (A-C, see above) Equipment Description Ford F-550 Work Truck (#27), Chevy 2500 HD Work Truck (#39), 315CL Excavator (#113), Chevy C7500 Dump truck (#37), Chevy C7500 Dump Truck (#35), John Deere 550H Bulldozer (#207), Vermeer BC1000 Woodchipper (UR#10500674), Sterling Acterra Water Truck (#7), Sakai SV 501T Single Drum Roller (#705), John Deere 60G Excavator (#132), Hitachi 245US LC Excavator (#118), Magnum Water Trailer (#619), Hitachi 225 Excavator (#120), Caterpillar CB24B double drum roller (#706), Caterpillar 420D backhoe (#407), Caterpillar 305.5E Excavator (#125), Caterpillar 305,5E Excavator (#133) (1) Mini Excavator (1) Tr k (1) Loader, (1) Bobcat, (1) Mini excavator (1) Work Truck (1) Work truck RFrFIVFf) Contractor's Workforce: CITY OF TUKWILA Operating A.1(1) B./ CJ Contractor's ID (A-C, see above) Labor Description JAN 1 6 2�CtJ Foreman, (3) Operators, (3) Laborers, (1) TCS t� U (1) Foreman, (1) Electrician (I Sur eERI i1T CENTER eyorc Signature/Inspector On Site Hours 0700-1530 Signature I Project Manager ,ate✓oi=•moo,,. Page 1 of 1 Tukwila bidg permit D19-0135 inspection Alex Johnson <AJohnson@parametrix.com> Tue 12/24/2019 1:12 PM To: Bill Centen <Bill.Centen@TukwilaWA.gov> Cc: Shaw, David <David.Shaw@kingcounty.gov> J 1 attachments (392 KB) 191209L2STSA IDR AJ.docx; Hi Bill, Thanks for fielding my calls and apologies I wasn't able to get this to you yesterday, my contractor had activities going on all afternoon that I couldn't get away from. As discussed on the phone, I've attached my report from the first day that the fencing subcontractor was on site and began digging holes and installing the fence posts. I've highlighted the relevant portion of my report in yellow for your convenience. Is there anything needed on our end or with the physical copy of the green inspection form to mark this as "complete?" Thanks, and happy holidays! Alex . PLANNING . ENVIRONMENTAL SCIENCES Alex Johnson, EIT CMIT Engineer — Community Building 206.817.2362 I cell CELEBRATING CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. https://outlook.office365.com/mail/inbox/id/AAQkAGJhZTU3ODc 1 LTdmM2QtNGZhM... 12/30/2019 05 M 0 ur 1- FILE COPY^ Parma No. Plan review approval Is subject to errors aria omissions Approval of construction documents (does Tor authorize the vlolalloo of any mooted code or ordinance Receipt of approved Field Copy and n0illons 1 City d TuKwila BUILDING DIVISION REIiSIONS No cnanges snail be made to the scope of work wim0U1 prior approval of the Tukwila Building Division NOTE: Revisions will reauure a new Plan ���, W. W ,n rev submittal and MO .MI 1 Pagel Sound Buden eable Lake ',-I Bellevue Washington LOCATION MAP NOT TO SCALE 6 CONSTRUCTION PERMIT NO. U16006840, PW PLAN NO, 3938 AND CED PROJECT NO. PR150 0018. K CITY OF RENTON LUA15-00251 SSDP, S-CUP, AND S-V PORTION OF SECTIONS 13,14, 23, AND 24 TOWNSHIP 23 NORTH, RANGE 4 EAST W.M, Lake to Sound Trail SEPARATE PERMIT R UIRED FOR: Mechanical Electrical Segment A Png Green River Trail to Naches Avenue SVUIINGDISION King County, Washington Contract No. C01119C17 Federal Aid No,CM•011110 CONTACT INFORMATIO: APPLICANT: KING COUNTY DARKS AND RECREATION 201 S. JACKSON, 11N FLOOR SEATTLE, WA 98104 ATTN: JASON RICH \ I (206) 427-8576 0` 3 $i 00' UNICORPORATED \1 KING COUNTY / 7 ldf? / /U-- CITY OF RENTON Odra / J 4" CITY OF kf ` q'4, TUKWILA 1 0 ICKR E RIPARIAN FOR T END PROJECT REVI21094 1DATE DESSN0D [OAK DRAW N. 1.111.1141 CH(CMED 0 KINUTA PPPR040 J. 6AILEY 0111111111111. ONE INCH AT FULL SCALE, W NOT, SCALE ACCORDINGLY ALE 4442 50152106180212112-01 a851-1521-084 IOC) DATEJUV 2018 VICINITY MAP CONFORMED DRAWING NOT TO SCALE 7/6/2018 Sunset B‘ SW IN ST CIA! 1r;F1, Ct - CITY OF IL APR 242:49 PERMIT CE, ENGINEER: PARAIIETRIA, INC. 719 2ND AVENUE, SUITE 200 SEATTLE, WA 98104 ATTN: JENNIFER DVORAK, PE (263) 604-6150 SURVEYOR: PARAME1R18, INC. 719 2110 AVENUE, SUITE 200 SEATTLE, WA 98104 ATTN: BOB MET, PLS (360) 880-5242 pea X9. S1E A004ii VC NYE 13272950E I46,1f Am*, DILA 9d14 0104 NNPU /2295 E60 1'821.88 IOC 18 01Y 4 NNLU 12124880 11A9 MR RD 01, 40 WA PI W NIOIu 2134E05 a0118 BAN, ➢WWU WA 0182 MYU 1229881152 [SI 8. R/W 145022A WA DO RW'010 1121714008 25 PF VW, 4X10X WA XP YONN 722955N UP PW 40,, Wd124 WA JP DLO 10570110 LP CL Rh, P1NAU 40 BIN WA LIP RLN610 2119t70119 VkWI, 5141CN WA CM N INN 1729200116 VV, 44CN WA Cm Cf 4XICN 1119201116 08.0, OD 50 Ctt CI CO 177928(1111 VW*, MI NA MI 4NI1N 1179220090 VPCWI, 4NICN WA Kg CG4N1Y 722 2d1 4Itgi, KID WI 84 MR 12221A9021 OW, BEND WA 0T1 U RJIIGY 112215012 44148924150 WA 07150 41408 112'-04MW8 VACAC, WOCOW WA Cm tl R1111C4 1125910089 MORN fiC ..0T1T'ROIIAI.- NEW NEW IMPERVIOUS AR: CG2 ._ , TOTAL PROJECT=98,418 �, tt TUKWIIA=10,612 kr171w1i) RENT0N=87,746 SF ECOLOGY WAR O305646 hI1, 20 f City of Tukwila BUILC'P G Dwi;ON IN COMPLIANCE WITH CPU RENTON STANDARDS PRAM 405 LAKE TO SOUND TRAIL SEGMENT A GREENRIVERTRAILTO NACHES AVE SW COVER SHEET wwwwwwwwwww 144504G N0. 10F 68 G1 Do rT m 0 0 ABBREVIATIONS: NOTES: INDEX TO DRAWINGS HEX CONDITIONS OF APPROVAL LUA15-000251 ACP ASPHALT CONCRETE PA'.F1LN1 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER On. 80C GWG Na SHT NO. SHEET TITLE I. NE APPLICANT SHALL DEMONSTRATE To THE SATISFACTION OF CITY OF RENTON STAFF VVT BACK OF CURB BOW BACK Of SIDEWALK BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A BP BEGIN PROFILE PRE CONSTRUCTOR MEETING MUST BE HELD BE WEEK THE CI Of RENTON BVCE BEGIN VERTICAL CURVE ELEVATION PLAN REVIEW SECTION AND THE APPLICANT. GENERAL 2 3 C1 C2 63 CONE SHED ABBRNIATIONS SH. T LIST AND NOTES F RENTON I414DAA2 NOiTS AS REQUIRED BY RMC 4-3-4)(2)(a)(0(b) IK[PROPOSED WETLAND MITIGATION COMPLIES NTH NE APPLICABLE STANDARDS FOR STUDIES MD ASESSMENT IN CHAPTER 6 OF: WASHINGTON STATE DEPARTMENT OF6moor,0DS ARMY CORPS OF ENGINEERS SEATTLE GSIRICI AND U.S. ENWRONMENTAI PROTECTION AGENCY REGION 10, MARC1 2206; WtIIAN'D MITIGATION N S BEGIN VERTICAL CURE STATION ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON CB CATCH BASIN MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS 4 5 G4 G5 CIA' LEGEND SURVEY CONTROL PLAN WASHINGTON STATE - PART 1: AGENCY POLICIES AND GUIDANCE (VERSION 1); AND WASHLNGTON STATE DEPARTMENT OF ECOLOGY PUBLI0AION NO.06-06-011a, OLYMFA WA, EXCEPT IN CASES WHEN THIS CODE PROVIDES DIFFERING STANDARDS. CIAO CURB AND GUTTER FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WET AND COL CENTERLINE THE AMERICAN PUBLIC WORKS ASSOCI60N (APRA), AS AMENDED BY THE CITY d 7 9 06 G7 66 SBRY[0 CN1660 PUN A -LINE CONSTRUCTION BASELINE CONTROL C NS1RC110N DAGEUNE 2 AS DISCUSSED IN CONCLUSION OF LAW N0. 22, All MLTGATON AREA SHa1L BE COLIC CONCRETE OF RENTON PUBLIC WORKS DEPARTMENT. IT SNAIL BE HE SOLE RESPONSIBILITY G CP C.DNS CONTROL 6 l A W°MGPDN�4 M�WNTDOI PERMANENTLY PROTECTED AND MANAGED IO.PREVENI DEGRADATION AND ENSURE PROTEIN OF CRITICAL AREA FUNCTIONS AND VALUES INTO PERPETUITY. PERMANENTPROTEIN SNa L BE ONE CONSTRUCTION OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY CAP CORRUGATED MEAL PIPE ERROR, OMISSION VARi1100 FROM THE ABM REQUIREMENTS FOUND IN COR CITY OF RENTON THESE PUNS, PLL CORRECTIONS SNAIL BE AT NO ADDNIONA. COST TO THE SITEPREPARAiDN ACHIEVED THROUGH DEED RESIRCTON OR OTHER PROTEC1M COVENANT IN ACCORDANCE NTH RMC A-]-GSOH. CP CONCRETE PIPE R' 10 11 1ESCI TESC2 moo, RAW AND fa PUN OINK, GRADING TES6 PLAN 3. STAFF SNAIL HAVE THE AUTHORIi010 INTEND THE FIVE YEAR MONIIORNG PROPOSED BY THE CS1C CRUSHED SURFACING TOP COURSE APPROVAL OF THIS ROOD, GRADING, PAPANINC AND DRAINAGE PLAN DOES NOT 12 1ESC3 AND i EAR6G, GRADING AND 1ESC PUN APPLICANT iD TEN YEARS DEER THE CLRCUMSIMCES AUIHOR0E0 BY NC 4_3_090 DIN DW9E1ER COuSiGuTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER 3 4 TESC4 FSCS CLE6R113, 02416G AND 722E 00 6W'"IC, RADA' AND riff °AF (D)(2)(I){4)(1). N, DIP DUCTILE IRON` PIPE COWEYANCE, SEWER COWEYANCE, GAS, ELECTRICAL, E C.). THE SURFACE WATER B TFSGS CLEARING, GRADING AHD TESL PiAN 4. THE APPLICANT WILL POST A PERFORMANCE SURETY AP REQUIRED BY RMC 4-3-60406). E EAST, EASING DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED 16 4ESC1 CLEARING, CRNDI C AND 1E1C PUN EN EDGE OF ASPHALi PLANS, WHICH ARE ON FILE WITH THE CITY, ANY DEVIATION FROM 1hE 17 TEEC 5. AS OUTLINED IN CONCLUSION OF LAW N0. 20, THE APPLICANT SHALL EITHER ACQUIRE A EOG EDGE OF GRAVEL APPROVED PAWNS WILL REQUIRE WRITTEN .APPROVAL FROM THE CITY OF RENTON FESCB CLEARING, GRADING AND RAN LETTER OF ENEMPiION la CRRCA AREA SLOPE STANDARDS OR sNAU ACQUIRE A vARKE OR EOP EDGE OF PAVEMENT PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION, HB ,SCR ROPING GRADING AND TEE PUN RV CODE Au1h0R2ED APPROVAL r0 BUILD THE RUGGED BRIDGE WITHIN THE IS FOOT EP END PROFILE EWE END VERTICAL CURB ELEVATION A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTOR IS IN PROGRESS. TYPICAL SECTIONS 19 C51 TYPICAL CROSS SECTIONS BUFFER TO PROTECTED SLOPES, IN THE ALTERNA114F THE BRIDLE CAN BE REDESIGNED 10 COMPLY wI1N THE BUFFER REQUIREMENT. EVCS END VERTICAL CURB STATION EX, EXIST EXISTING GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE OF 1 RAN 6 PROFILE 6. THE APPLICANT S54+4 COMPLY NTH 1HE MITGATION MEASURES ISSGED AS Per Or THE D ERMIM ION ODNON-SmNIGWC MNGaIID, DATED J NUARY u, 2016 HOURS AM FOC FACE OF CURB TO 1 P.M. MONDAY THROUGH SATRDAY AND NG WORK ON SUANDAY IS Fl FLANGE, FLOWLINE e AVOWED. UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION 5Y THE CITY 20 21 C1 C2 ftAN AHg PROF [ PLAN AND PROFILE 1. EAO SIGNALS REPLANTING MU SS REDDENED BY THE ENTER© INTO G DA5 OF REN10N. 23 C3 NMi AND frOi&C 2TUDES THE FDMIWUiFA'IVF kECOFD Sk0.l F. CONs�CERED CCAW'DN'S OF ,NPh"GvAI IK. SPEGFlC GB GRADE BREAK 23 C4 CE PUN AND RXWE NVTERCFC'0 P6W LOCATIONS OF NESE MNLGADON MUSJRES SNA4 BE INCORPORATED CD THE 901 NM6 HOT MIN ASPHALT R SHA1l BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBIU1 TO OBTAIN ALL ,4 25 CB PO AND PROfWF CONSTRUCTION DRA41NGS SUBJECT TO THE APPRDV41 OF PLANNING STAFF. CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. C2 HOR12 HORIZONTAL EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. iC 27 GS A37 RAND PR lE PUP ANSI 640 6.E CONDITIONS OF APPROVAL TO L2S TRAIL CRITICAL ID I45341 ICATION Hg GD O 012 PROFLE AREAS EXEMPTION LUA16-000963 IE INVERT ELEVATION FRANCHISED UTIUDES OR OTHER INSTALLATIONS THAT ARE N01 SHOWN ON 29 GAO PbPI ND PRONE KC KING COUNT THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED Lf LINEAR FEET SET OF PLANS THAT MEET ALL REOLIREMENTS OF CHAPTER 4 OF 10E SURFACE 30 31 C11 RAN AND 00061 1. APPLICANT SHALL FOLLOW MI RECOMMENDATIONS Of THE GEOTEGHNIUL REPORT. LP LOW POINT WAVER DESIGN MANUAL ARE SUBM11iED TO THE CITY OF RENTON. 32 C12 PUN RX PROAE LT LEFT 33 C13 CA4 WAN AND PR FIFE PUA 2 DISTURBED AREAS SHALL BE RESTORED DURING AND LMMED11Elr A IRA THE USE Of ME MATCH EXISTING DATUM SHALL DE NAVD 88 UNLESS OTHERWISE APPROVED BY THE C" OF 3' 615 AND' p NS 800 VI C AND 810401NC CONSTRICTION EOUIPNENT, RENTON. REFERENCE BENCHMARK AND ELEVATIONS ON i'E PUNS, O PR 3. ERC M0GATI0H MEASURE: MIN MINIMGM ARE NOTED 9,5 , NON MONUMENT N NORTH, NORTHING ANY DEWAERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER f1CIL11lES MUS1 BE SUBMIIED TO CITY FOR REVIEW AND APPROVAL. STORM DRAINAGE Ali SDr CUl4N1 DEI4AL2 A. THE APPLCAN1 SHNL PRONDE MY UPDATED GEOTECHNICA REPORT FOR THE N.I.C. N01 IN CONTRACT BLACK RIVER BRINE INCCH SHAD BE SUBMIIIEC AS PART Of A REQUIRED NO, NUMBER Al UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BANDED AND NE NOT STEEPER THAN WALIPROFILES BULK PERMIT APPLICATION, COMPACTED TO 95 PERCENT DENSITY, S1AND4RD PROCi0R, OHO ORDINARY 31 611 GRANT BLOCK WALL PROFILE! 8, THE APPLIJuf SHALL BE REQUIRED TO COMPLY W'IN THE RECOMMENDAIONS NIGH WATER MARK PC POINT OF CURVE OPEN CITTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTllltt DR STORM DETAILS 41 INCLUDED IN THE 052138HNC1I REPORT -BLACK RIVER BRIDGE, PREPARED Br HWA GEOS"3IENCES Irv[„ DATED OCTOBER 3, 2016, L9 ANY UPDATED GEDIICHNICA P1 POINT Of TANGENT DRAINAGE WORN IS N01 ALOwED UNLESS SPECIFICALLY APPROVED BY THE CITY 79 0U011S REPORT CREATED FOR NE PROJECT. PA PROPERTY UNE OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE PRC POINT OF REVERSE GURAATILRE RESTORED IN ACCORDANCE w1H THE CITY OF RENTON TRENCH RESTORATION 40 DI DEiALS N C. THE ARROW SHH FOVPN THE BRIDGE EONS RUC00N NIPACTS WAGE PUD PUBLIC UTILITY DISTRICT STANDARDS. NUSURES AS USIED IN .a0PENDIN C Of THE SEPTEMBER 7015 NO-ETTECTS % PORT OF VERTICAL INTERSECTION All SEDIMENTATION,/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO R RADIUS SN NALZ4TION 42 TSI iICNAL DIN DEFERMINANON FOR THE IA4F TO SOUND Ift0I-SEGWENI AEmir21. CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST 9E SATISFACTORILY D D. THE APP,(0ANT SMALL %GaOW THE PANG PLAN OR AN UPDATED PLANING RI RIGHT MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE PO ENTRI FOR 43 4a —72 v3 ;IGLU ;WRNd6 EWC3U EKNAL roLE NIICDULE PAP AND MONITORING MO of THE FINAL CRm A APRs STUDYAPPENMX [, ROW D' RIGHT-OF-WAY ON -SITE EROSION HAS PASSED. INB DETNLS PREPARED BY PARAMEfRIN, DATED fRIL 2015, EXHIBIT 6. R/w SD STORM DRAIN ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERA110N STRUCTURAL 46 SI URI CC PSNI SOMH STORIAWATER MANHOLE PRIOR 1D 0R IN CONJUNCTION WITH ALL CONSTRUCTION ACTIMY UNLESS A6 S2 MO DAD N BRIDGE F AADA1106 UYOLA E. U ANY M1vE AMERICAN GRAVELS) OD 4RCHYODGIGL/CDVURAi RESOURCES OTHER4»BE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WAVER (M1IV'E AMERICAN ARTIFACTS) APE f0UN0 ALL CONSTRUCTION AMITY SM00 STOP SS SANITARY SEWER S1A STATION UTILITY SECTION, py ss CA PEDnl6lw4 916153E 65165 I AND 1 A DGucr AND HE OWN[R/DEEIGPER SMM WM[DITEC NOT THE CI Of RENTON PLANNING DEPARTMENT, CONCERNED TRIBES' CULIUR61 COMNI0[ES, AND THE TDA THRESHOLD DISCHARGE AREA ALL PIPIT APPURTENANCES SHALL BE LAD ON A PROPERLY PREPARED TEL TELEPHONE FOUNDATION IN ACCORDANCE WTH THE CURRENT STATE OF WASHINGTON MITIGATION HPI RESTORATION PLAN 41101 G17N STATE DEPARTMENT OF ARCHEOLOGY AND HISTORIC PRESERVATION. TESL TEMPORARY EROSION AND SEDIMENT MITRE STANDARD SPECFlCATCN FOR ROAD AND BRIDGE CONSTRuCTI1N. VATS SHALL 6 A RP2 RESTURA115N TYP TYPICAL fdiN INCLUDE NECESSARY LiNEUNG OF THE TRENCH BOiiOM OR THE TOP OF THE G RTCAL CURVE 00039110H MATERIAL, AS WELL AS PU00440 AND COMPACTION Of REQUIRED al 402 RAPS RN 6EHT/Ra90N kg) RL`10R0R0N PUN ENT VRTICAI BEDDING MATERNI, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE 63 RfS STd�T N P II WgiER PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UN11El01NO BASE. AL PIPE S" RD6 R$rppepDN FLAN �E`''F�' r' WS WATER SERVICE SHALL BE ARM "C", WITH THE EXCEPTION OF PVC FIRE. SS RP7 FCSi T N PNM TINC DC NISI �vi) 66 RPa IRRIGA14N CITY 0�I,lJK'NiLA RSV' *750 180 STATE STEEL PIPE SHALL BE ALUMINIZED, DR GALVANIZED WITH ASPHALT TREATMENT ET1Ls DEPARTMENT OF 1RANSPORTAIION pl OR BETTER INSIDE AND OUTSIDE D7 RP9 IRRIGATION 0E1613 CB AP10 wXRBAiHNN NOTES All DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING ADS Ail. 0916060E STRUCTURES ORES ASSOCIATED WITH A PERMNENT RETENTNDN/DE<0010N fgCilm SHALL kA F SOLID LOCKING LIDS. IEM1IPORARY1RAFfIC WN1ROL 69 iCl TRAFFIC CONTROL PLW COL.: " ^D Q i71 �OIJ OD 1C2 RV -EC CON'ROl PUN L L�FN,NNC,E p p PERAYIIT CENTER BUILDING AND OTHER STRUCTURES SHAH BE PLACED IN ACCORDANCE 411H CI EGA ANGAC CONTROL. P481 AN -kw< t TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES, 62 1C4 D WC CONTROL "UM RIGHT-0FWAI Fib RWI RICHT OF WAY-PLN MAY 20 03 0W2 RIGHT OF PAN L j] INCOMPLIANCE 101H WAY CITY QfRENTON STANDARDS CONFORMED DRAWING 64 Rw3 RUB FWMYPUN CONSTRUCTION PERMIT N0, U18005840, aB RN RIOT 1 WAY PLAN tit L Ow PIA PLAN 6 RW5 1 City of Tu NO. 3938 AND C D PROJECT NO. PR15000018. 0 R16HT WAY cwila CITY OF RENTON LUA15-00257 SSDP, SCUP, AND S-V 2 0� 9 BO=V 71, 9CM90N5 NLSI .i C.ATE 9Y D J vORAN � ,1 PR vdCI NPR: �' Da,mt NI ,I DPAP ONE INCH AT FULL SCALE. uxm,SCALE ACCORDINGLY p Parametrix LANE TOSOUN TRAIL ABBREVIATIONS, 20ffi8 M. MILW RE Nu2 M. x EN4AEEAIFL.ActiHN6.EIMRSNIEMIC3DDNEb SEGMENTAL SHEET LIST pALNm BlIS71C$WATPi2C-G02vC4 ,anrrEnLaa_�e,Ati� 0 NLIN1A ,04� (A/2C) w ,wwwaN� AND NOTES G2 ARM J. BAILEY NATUlr SOTS 1/11/2018 �.1SLu6rx; �11.d "" "` GREEN GREEN RIVER TRAIL TO NACRES AVEBW LEGEND DESCRIPTION TRAI C/L ROW LINE RAIA0A0 C/L PROPER( UNE CITY BOUNDARY LINE EASE4E4N LINE FOUND 40414ENIS REBAR & CAP HUB & TACK PA NAL PROPER( CORNER SIRE44 BUFFER STREW EDGE OF WATER (TLNIO ILAC ORONART HIGH WATER 494 IOC -YEAR FLOODPLAIN BOUNDARY SURFACE FLOW DIRECTION @ION LINE SIDRA RAN LINE CULVERI OUN0R1 SPILL CATCH BASIN. (PE 1 CATCH BASIN, TYPE 2 NIT PROTECTION SmIARY S@ER LIE WART SEWER 4ANH01E SANITARY SEWER VAUl1 CLLWOID pROPO$EQ 1 CONTOURS AMR 0 C0N10uRS MINOR 2 FILTER FABRIC FENCE—0--0-0�-0— HIGH NS8N( FENCE` CLEARING AND GRu411N6 u4ILS—a—a—a—a— RL1 LINE CN LINE E c 0 c SA4CUILNE HA,11t1i1,, 4SPNA0I EDGE CONCRETE LNE CURB AND GOER LIME EDGE OF PATCH EDGE OF GRA4t1 - - JURISNC➢ONAL OILEN ROCKERY CONSTRUCTION PERMIT N0. U16006840, PW PLAN NO, 3938 AND CED PROJECT N0. FR15000018, CITY OF RENTON LUA19-00257 SSDP, S-CUP, AND S-V EXISTING 6.'8 0 OHW4 malt xu 0D J OVORAK OPAMII 4 MILLER CRICKED 0, KIKUTA ONE INCH AT FULL SCALE, IF NOT, SCALE ACCORDINGLY ELE No( B11 S21084PA1212C-W2-G04 lOfi 554-1521-084 LA/2C) LEGEND DESCRIPTION PROPOSED EXISTING CONCRETE EWER S4ill RAIL &NCI UNE—u—n—u— BARB6RE FENCE UNE CHAIN uNN FENCE LINE—�—�—a— NOG 6RE FENCE LR E o > • - COO u uuuUuu qT 8NG4UR POWER POLE wiTN LICH1 R000 0141 UDLI( POLE PP 4/ 06 DROP PP W/ UG DROP & 14FR OERHEPD POWER KKR PRIER VAULT POWER TRANSFORMER POWER &ANH01E PO* HANOHOI1 PCIER CABINET ROWER RSER POKER METER SOLO uD 1-BON LUMIxAIRE TELEPHONE VAULT TELEPHONE NO TELEPHONE MANHOLE TELEPHONE 14 RISER N FIBER 0P0C GAS v4L44 GAS WATER UNE RRE HYDRANT WATER 4ECPR WATER VAIN WATER BLOW OFF VALVE WATER POST INDICATOR SPRINKLER HEAD R01.90 18FIOA00H CONTROL v8LVE CONFORMED DRAWING tii.IMENCIF WPM LLet BE4'N.1010000 003 S,Sgu11 ,3090Atl$ EfA,WEENNO. P WMNO. ENNAPN49114%IEWIE8 LEGEND DESCRIPTION PROPGSEQ EXISTING 1RA0C SNNAE POLE w/ LAMP D A 0IG 16441 P011 110110 CONTROL LOOP ISO) TR40116 CONTROL C4@NEi PEDESTRIAN POLE 4ONPORNG NELL SURFACE POST SIGN SNIP LN1E LINE 00110 WE UNE FOG UNE LEFT ARROW SIRNGHT ARROW 4- RIGHT ARRON 4Ai1301 TREES wE11AN0 S1V80l wERAN0 BMW, VEGETA00N RETAINING WALL PIP RAP ROCKERY HANDICAPPED S>'N0o1 441100RWR RAMP BUIL1NG LNE CONGAETE STAR UNE WOOD SI484AY 15RINLI PAN CE4EN1 CONCRETE SOIEN4LN EN1NEERED SOIL NIA LANDSCAPE AREA RWP DETECTABLE w64Nlrvc RESTORATION PLANTING AREA Si PO OR BORE TUEv , L iP t`"iAY 20 219 City of Tukwila BUILC'.P G DIVI310N BH'-X RECEIVED CITY OF T UKWILA APR 2 4 2D19 PERMIT CENTER N COMPLIANCE WITH CITY OF RENTON STANDARDS PR01C1 NINE LANE TO SOUND TRAIL SEGMENT A LEGEND DRAWING to 4OF66 G4 400000O J. BAILEY JULY 2018 7/6/2018 GREEN RIVER TRAIL TO NACHES AVE SW 0 W 0 03 h r BEGIN PROJECT 1 STA 1+00,00 ALINE \ IX WRY TGINROO MAR KC PACE E. 722ESOR cm G 1UWRA FNE116 EEO §MAYS 2+00 A -LINE 4+00 2121040101 01, S UV NE 23.23-04 CITY OF TUNWILA CONSTRUCTION PERMIT N0. U16006840, PW PLAN N0. 3938 AND CED PROJECT N0, PR150 0018. G CITY OF RENTON LUA1S-00257 SSDP, S-CUP, AND S-V 41Paf00 moo 47 9016 N=171351.98 E:129114333 av=2z73 NO r graca Rc 170110 C PENT CHECKED SE 1423-04 N Pa R0 imam OW RRaro warn BEGIN C4.1NE STA 201+00.00 IaPLwm7snu 8+00 99PA9owea urn -PER f 6W711 9016 35.01 DAIONINCSE /eMOuNa 4 011,002 Ow. RR ME MNO2 -w6 /�, 01 N 116125,66 E:1290216.61 D! a Inv L1V=21.B0 FOLNO I EMS Es 4/ PUNCH CS NM CITY OFRENTON NW 2423-04 A REVISIONS DATE RESOD B PUSEY DRAW, M. MILER (KECKED J. DVORRAK APPROt0D BATTY *NMI ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY Na NANIE B1I S210B4PATl12CC-G0S 554-1521-084 (A/2C) DA AUGJST 2018 GO8 SF \N1 246' SW 13 23-04 NC PRE NO / 17192EII7 07707 an CONFORMED DRAWING 11 /05/2018 4178411.49 E=1290501.99 0.11,31,95 BEGIN &LINE oo+oo STA 99+94.19 rt PFYIl+1 WOO Rs SW 13.23.04 Kt PLwO42 I110447 A CIO O WON ENDA4INE STA 17+76.45 E PVC 401707WW WU4 12562 N=116395.57 E=129284.66 \ 0.11:26.59 SET NAL '0\ \ c'43 V \ ENOC4JNE STA 206+50.00 SCALE IN FEET 0 100' 200 0/ o� h SCALE IN FEET 0 10d 200' 0 IW Z 0215 N=117033.12 II E:12913�1) 0.30 t E2N:3033 Ir SE! PEW NO CW / �< 42 4am a, 11710001 GD a K. E 13.23-04 CCc aN AFi%Nrd�� 20L C City of Tukwila BUILC'hG D;Vi:ON i /I RECEIVED CITY OF T UKWILA APR242019 PERMIT CENTER SURVEY NOTES: I. HORIZONTAL DATUM, BASIS OF MERIDIAN: GRID NORTH, WASHINGTON COORDINATE SYSTEM, NORTH 2ONE, N0' 83(91) HELD CITY OF RENTON MONUMENTS: HORIZONTAL AND STATIONS 1333 AND 1854 2, VERTICAL DATUM: NAVD 88 HELD CITY OF RENTON BENCHMARKS: 19M41333 AND BM41854 3, THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS TOPOGRAPHY IN OCTOBER, 2010. 4, CONVENTIONAL AND OPS SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. NCONp108NCEINITH CRY OF RNIITON STANDARDS PRSSC7 NAA LANE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW SURVEY CONTROL PLAN woomm DRAW NO S OF 68 G5 0 w z J W a \o w PT STA 6+46.76-) C Q r BEGIN PROJECT I z z /� " � PRC STA 5+92.25-\ N j i I [0 RP STA 1+00.00 GREEN �wER 1.1 PC STA 1+00.37 26 P1 STA I+93.32 \ FRC STA 5+36.37 ALINE j_ - PC S1A 4+05.96 PRC STA 4+67.86-1 PLAN SCALE IN FEET 0 50 100 ALINE CONTROL (TINES) LINE LENGTH DIRECTION START POINT ENDPOINT LI 0.37 534' 14' 11"E STA 1+00,00 (8015813,16, E1289533,82) STA 1+00.37 (N175812.86, E1289534.02) L2 212,64 NSF 59' 57"E STA 1+33.32 (4115856.30, E128961630) STA 4+05.96 (4175972.12, E1289194.64) L3 162.52 459' 00' 19"E STA 6+46.76 (N116134.65, [1289969.95) 514 8+09.29 (N176218.34, E1290109.27) L4 i 114.32 481' 53' 12'E STA 11+71.55 (N116308.65, E1290445.39) 514 12+85.88 (N176324.62, [1290558.59)1 L5 18.79 N64' 10' 42E STA 13+16.93 (N116333.63, E1290588.18) STA 13+35.72 (4116341.81, E1290605.09)1 L6 107,21 S74' 46' 201 ( SiA 13+93,03 (4176346.99, E1290660.95) STA 15+00.24 (41116319.83, E1290764.39) 43.86 49' 02' 53'E 516 15+50,60 (N176343,06, E1290801,90) 514 15+94.47 (4116386.38, E1290808.80) L8 133.51 410 31' 49'74 516 16+0629 (N116398.11, [1290808.34) STA 17+39.80 (41176527.91, E1290717.11) CONSTRUCTION PERMIT N0. U16006840, PW PLAN N0. 3938 AND CED PROJECT NO PR15000018. % CITY OF RENTON LDA15-20257 SSDP, S-CUP, AND 5-V +1117NS DAE 7117+LD DVORAN +ELF44 0. 11NUTA ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY Na Fvia BU5212844412127-007 AB k. S54-1521-084 (A/2C1 LL z PRC STA 10+04.457 .40 rnr 1 ' I ,a C\ PRC STA 6+81.10 \ A• INE u \\ ra \ 1 \ CT�f N., FOR C-LINE CONs1. � �BASEUNE CONTROL SEE SNEE_ \\� \ ' PC STA 8+09.29 .14 .14 \ CITY OF CITY OF TUKWILA I RENTON CONFORMED DRAWING '0 PRC STA 11+12.33i PT STA 11+71,55 1 • -L4 PC STA 12+85.88-) PT STA 13+16.931 PC STA 13+35.72-7 kex F PT STA 13+93.03-1 FOR E-LINE CONST. B.ASEUNE CONTROL, I SEE SHEET G8 EP STA 11+16,451 8-L1,NE STA 102+65,48= A -LINE STA 17+16.34 N 116559.88 tl E 129018961 1 \��NF \, 11+76 PC STA 11+39.80= ? PT S14 16+06.29- 7,0 • v PC STA 15+94.41k, v, , PC STA 15+0024 P1 STA ALINE CONTROL (CURVES, CURVE RADIUS TANGENT LENGTH START POINT (PC) ENDPOINT(PT) 01 60.00 58.72 92.95 STA 1+00.31 (N175812.86, E1289534.02) 916 1+93.32 (4175856,30, E1289516.30) ' C2 150.00 31,39 51.89 STA 4+05.96 (N115912.12, E1289794,64) STA 4+61.86 076015.44, E1289838.23) C3 150.00 34.86 68.51 STA 4+61.86 (N116015.44, E1289838.23) STA 5+36.37 (611606124, E1289887.45) 04 150.00 128.27 55.88 STA 5+36.37 (N176062.24, E1289887,45) I STA 5+92.25 (N176098.19, E1289929.29) ' C5 150.00 I 27.56 54.52 STA 5+9225 (N176098.19, E1289929.29) STA 6+46.16 (4116134.655, E1789969.95) C6 200.0 39.40 71.8i STA 8+09.29 (N176218.34, E1290109.21) STA 8+87.10 (N176244.60, E1290181,99) I C1 200.00 60.42 111.36 514 8+87.10 (N116244.60, E1290181.99) STA 10+04.45 (N176294.42, [1290286.39) C8 )00.00 60.27 108.48 STA 13+04.45 (411629442, E1290286.39) STA 11+12.93 (N116314,56, E1290381,65) C9 120.00 29.91 58.62 514 11+12,93 (N116314.56, E1290381.65) STA 11+71.55 (N176308,65, E1290445,39) CIO 100.00 1 15.65 1 31.05 STA (2+85,88 (N116324.62, [1290558,59)1 S9A 13+16.93 (N116333.63, E1290588.18) CII 80.00 29.95 51.32 STA 13+35.12 (N176341.31, 21290605.09) 574 13+93.03 (8016346.99, E1290660.95) 012 30.00 33.42 50.36 STA 15+00.24 (N116318.83, E1290164.39) STA 15+50.60 (6176343,06, E1290801.90) C13 30.00 5.99 11.82 STA 15+9441 (4176386.36, E1290806.90) STA 16+06.29 (41116398,11, 6290808.34) C14 30.00 21,01 36.66 STA 11+39,80 (4115527.91, E129011711) STA 11+16.45 (R176553.94, E1290189.70) vt kR1.101, YAiE [UM .>vASM..,.Gi0.Y. C14 o -A-UNE S1A 15+64.92=, I C-LINE STA 202+51.177 N 116351,20 E 1290804.15 RECEI":ED CITY OF TUKKWIl APR 1120 'V CC fftEPII C64 City of Tukwila UICC'i 3 D1UI:'ION INCOMPLIANCEWITH CITY OF REN10N STANDARDS FB1L[7.71 LAKE TO SOUND TRAIL SEGMENT A ALINE CONSTRUCTION BASELINE CONTROL DFOENC u3. 7OF68 GI AFRAID J BAILEY 6/4/2018 GREEN RIVER TRAIL TO NACRES AVE SW co M o, M 0 0 W h 0 BEGIN PROJECT BP STA 1+00 BLACK RIVER IC P 1u N nano Loup �'I r �G SFdWE oi$TA I OHWM y_t— N 1rt PNRI N. NNHOO IN 1�n x NNa TMANs N ' I �a=cc= • i-w�" 15 GREEN RIVER TRAIL I �Wi l II_ SEE SECTION 1-0118 FOR WORK WITHIN RR PROPERTY - I I 0 2 C RON N 3311NEI OT Apron, Fence and Canopy Area under BNSF Bridge in Tukwila pi ----OVERHEAD WATERLINE IO OMC.. ME BOr 30-YEAR FL00DPIAIN (1995 FIRM) INCOMPLIANCE WITN CRT OF RENTON STANDARDS CONSTRUCTION PERMIT N0. U16006840, PW PLAN N0: 3938 AND CEO PROJECT N0. P 15000018. CITY OF RENTDN LUA15-00257 SSDP, S-CUP, AND S-V A RESINS DATE BY iSi3NED J OVP+AH OR ON M. MILLER ONECUD 0 KIRIITA ,FFRDMI BAILEY ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FOE NNE BL1521084PA1212TE-I 554-1521-084 (4/201 DATE AUGUST 2018 FORT DENT PARK PLAN EASEMENT #7203020421 150' WDE DRAINAGE DITCH SCALE IN FEET 0 20 AO CORI N. 97h±4HI. D1NAa og o0 COE N. 334453 E Y W AWN. UI4- 011 BOO 5C NON IFC1J e' 011 BR NOW CO H - BNR SCALE IN FEET 0 2D 40 8/16/2018 CONFORMED DRAWING Parametrix is PMHI N .Y4SE;W Ow NND400. TOR NeKRIVER 2 I RECCITY OF TUKD I I W,�q N to c) OHIN —,I W I FFER'v11T CENTER @u. C.,: I _ rdY1,:r I •Wt� �1 I N Wii'1;Ir A.) I+ II;Y2�4,13 I0 EN0INNNO. EEPLWXNO.EMVp44IENIOLSCMES APRP42019 0 tyofTucwila DACON f STABILIZED CONSTRUCTION 2 ENTRANCE WI H I -FT DEPTH PERMEABLE A LAST PER SECTION 9- 39(2) OF THE STANDARD SPE IFICATIONS, Mp # NPDES CONS UCTION STORMWATER DISCHARGE MONITORING POINT PRO;ECt NA1E LAKE TO SOUND TRAIL SEGMENTA GREEN RIVER IRAIL TO NACRES AVE SW DEMOLITION NOTES: ()1 MAINTAIN EXISTING METAL GATE. ()REMOVE PLASTIC TRAFFIC MARKING ()REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT DEPRESSION CH LOOP SEALANT, ()ADJUST CATCH BASIN 0R MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS: ()REMOVE CEMENT CONC. CURB AND GLITTER AND SIDEWALK. ()INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX 0f THE SPECIAL PROVISIONS, ()REMOVE BEAM GUARDRAIL, ()REMOVE AND DISPOSE OF ECOLOGY BLOCKS: ()REMOVE METAL GAZE. SALVAGE TO LOCATION PER THE ENGINEER'S 3ISCRETION, ()REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. 11 RELOCATE ECOLOGY BLOCKS. ()EXISTING UTILITY STRUCTURE 10 BE Aa1S1ED TO FINISHED GRADE BY OTHERS. REMOVE DRAINAGE STRUCTURE. ()REMOVE EXISTING TREE. SEE GENERAL NOTE 2. PR01EC1 EXISTING TREE. REFER 10 SECTION 2-01 0f THE SPECIAL PRONS10NS AND DETAIL Q AO;US1 EXISTING WATER VALVE MANHOLE TO WISHED GRADE AND REPLACE EXISTING COVER WITH SLID -RESISTANT, ADA-COMPLIANT COVER. ()ADJUST WATER METER BOX 10 FINISHED GRADE. ()PROTECT EXISTING STRUCTURE IN PUCE. TESC CONTROL NOTES: ()INSTALL CATCH BASIN FILTER IN ACCORDANCE WITH COTE STD. PLAN D630 @INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE CH STD, PLA 1-10,10-01. 3 INSTALL SILT FENCE IN ACCORDANCE WITH COTE S10. PLAN 214.00. 4NSTALL HIGH 1SIBILIT8 SILT FENCE IN ACCORDANCE WITH WSD01 STD. PLAN I.3017-00, /11NSTALL TEMPORARY BYPASS 10 DIVERT WATER AROUND �f WORK 234E PROTECT DISCHARGE AREA FROM EROSION WITH PASTIC SHEETING. 6 SANDBAG JAM. OEWAIER CONSTRUCTION AREA CURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS CI-C15 FOR SIGN REMOVAL AND RELOCATION. 2. STATION 1+00 TG 6+50 ONLY: CUT 0R GRIND STUMPS N0 MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOLS BELOW THIS LIMIT WILL NO18E ALLOWED. 3 THE TRAIL SEGMENT LOCATED BETWEEN STA 1+00 AND 6+50 IS LOCATED IN A SENSITIVE AREA FOR CULTURAL RESOURCES. THE CONTRACTOR IS ALERTED 10 SECTION 1-02.16(4) OF THE S1.4NDAR0 SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASHRAM REMOVAL SHALL NOT DAMAGE THE SUE. REFER TO DETAIL H ON SHEET CS1 FOR SC8IFSATION DETAILS. 5. RUNOFF TO ADJACENT PROPERTIES WILL NOT BE ALLOWED DURING CONSTRUCTION. LEGEND: ""' SAWC51 CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL —x— HIGH 1SIBIL6Y FENCE OR HIGH NSIBILITY SILT EENCE, SEE PLANS. —o—o— SILT FENCE 0 INLET PROTECTION RIP RAP REMOVAL EXISTING CULVERT IJ CLEARING, GRADING AND TESC PLAN DFANvc NO 10 OF 68 TESC1 (N CAr 4 M I6'1 Or 0 r 9i191 P PAVED 1tp 1 Fr 3,1, ISP SEE NOTE FOR SECTION PROFILE 2k NAXN4M GRADE 3:1 1'P ��*SEE NOTE 2 V FOR SECTON A E0SDNG GROUND SWON A NOTES I. 0.5E FROM A -LINE STA 4+ / STA 4+82 L1. A-0NESTA11+25TU1H7B 2,LIFRO+A-1NES1+11 B•LINE STA 105+50 T0106+15 A u+05 41 B LINE STA 11S+4S T0116+15 3, B-uNE TRANSITIONS F•+ .EC10N A AT STA 106+15 TO SEDAN 0 AT TA 106+75, TYPICAL SECTION n 410 65 TRANSITIONS 0 S'C2Nusu ERZ AA AA NOON �" Cross section to be used at BNSF undercrossing EXSTING GROUND RESTORED MTN NATIVE SOUS ALINE STA 1+00 T010+36 NO SCALE LT To RT TO 21 5, B-LINE IIWiS111045 FRO+C1IOR A Al STA 02 126+15 TO SEC➢04 BST- 127+35, 03 EXISTING GROUND TRAIL SECTION WITH FENCE 40 WALL 11 EYISi5G GROUND RESTORED w1M J_ NATIVE SOILS TRAIL SECTION WITH WALL AND FENCE TRAIL SECTION WITH WALL AND BLOCK PEDESTRIAN BARRIER ALL 4S H—EXISTING GROUND /RESIGNED w11H 4A11NE SOILS WCOMPLLANCEIVIH CII1 OF RENTON STANDARDS CONSTRUCTION PERMIT N0. U16006840, PW PLAN N0. 3938 AND CEO PROJECT N0. PR15000018. CITY OF RENTON LUA16-00257 SSDP, S-CUP, AND S-V ATE 9ED 2507AK A VIER 0 KIKUTA APPRo4Eo J. BAILEY ONE INCHCH A�SCALE. IFNOT, SCALEACCOROWCLY c4E NA5E BLI521084PA1212CCs-01 Ra 554-1521-084 (A/20 ca AUGUST 2018 r' RED RICK RUNNING BONG OD CCRCRITE, TOP GRADE TO ORWH RAISED TRAFFIC ISLAND AT MONSTER ROAD TYPICAL SECTION (1 PROPOSED SENOR CONC. SIDEY+ALK PER COIL 501 PUN 102 KING CE+EN1 CONC. SCEMALN 13-INCH EXISTING BERNE I a m ARROALH SLAB—, 9 i S CONFORMED DRAWING 9/26/2018 N0 SCALE 05 2' 6' 6' SHIT ' P44ED 1RA PAVED T 2S+41 1 S ALINE STA 10+36 TO 11+25 ALINE STA 15+96T016+26 TYPICAL SECTION n N0 SCALE e3 Ci EXISTING BRIDGE A'PROALH SUB J C•UNE STA 201+19 T0101+26 TYPICAL SECTION n N0 SCALE C5 1D' 4�LIE5 TOP OF ROADWAY CLINE STA 201+43 TO 203+59 TYPICAL SECTION n N0 SCALE C5 10 1rp II Ex611NG GROUND FRO TO ORNN — 101 CONC. SIOEWAIJ, 4>ti51Es 2'-6". FLUSH NOR CONING DRIVEWAY 2-INCH WAN DEPTH ?4R11k II CONCRETE POINT RUJOVU, REODCE ToCK5SS OF REMOVAL IF 0NF08CE+EH1 IS ENCOUNTERED CENENI 00N6. DRIVEWAY PER OCR STD. PUN 104 AND 104.2 SECTION 8532N0 GROUND RESTORED WITH N41NE SOILS VARIES, SEE SHEET 34 EXISTING t GROUND ND 0 0SS-SEC10N MANSIONS ROB RiGHT B•LNE STA 101+23 T0105+50" 10 LEFT BETWEEN STATIONS 104+00 To 14+S0. TO STA 104+60 10 STA 105+50 TYPICAL SECTION n 1 ass-5E1TION ROANS SLOPED 1m. "SEE OEINLED GRADING ND SCALE C6 AT SHEET 015 C1 TRAIL SECTION WITH WALL AND BLOCK PEDESTRIAN BARRIER TRAIL SECTION WITH WALL AND FENCE VIES I' hP TO 2-6° AT WC APPROACHES a TRAIL SECTION WITH FENCE"' .. APPLQS TO 1r°K5L SICNQY C AND D. CONSTRUCTION NOTES: HNA CT. 3/8' RL 64-22. 0 CRUSHED SURFACING BASE 000SE. 0 SELECT BOPNOw INCL. HAUL, 0 CEMENT O00ORETE SIDEWALK PEP DOR STD RAN IG2. HIIA 0L 102' PG 64-22. U1" 11pSOE OPE A AND 5810+0, FERTILIZING AND uULCHING. GRAN'Y KOOK WALL OFFSET AS NOTED IN CROSS-SECTION. SEE ADDITIONAL DE1aLS 04 SHEET *PI. CE+EN1 CDC TRAFFIC CURB AND GOER PER COB SID PLAN 101. +' H0 COME➢ CHAN LINK -`ENCE 1rPf 6 AN 9 WITH 10P RAIL PED ISM SID PLAN FS-2. 10 CE+ENE CCNC, TRAFFIC CURB PER CON STD. PLAN 101. EXISTING GROUH5 RES10RE0 4n1h NATIVE SKIS El -LINE STA 106+15 T0124+65 B•LNE STA 121+35 T0143+18 TYPICAL SECTION No SCALE C7-011 C11-C14 \PANT A STA O 20E426.65 2-INCH PAPAL DEPTH CONCRETE PANEYENT RE+044 MONSTER ROAD SIDEWAL DRIVEWAY DETAIL NO SCALE - 0 PLAN PSDAc14+s[ LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW EXISTING GROUND CRU91E0 SJRF4Q4G TOP COURSE 12 SPUI PAIL FENCE PER DETAIL 5, SHEET 74, GENERAL NOTES 1. NAXI+UY SLOPE Al BACK Of SIDEWALK IS 4N:IV FOR Al LUST 3 FEET FRO5 8"CN 21145+41N. 2, A4Y P4N+ENT (ISTuRBANCE WHIN CITY OF RENTON MOH! 01 WAY SC REQUIRE P4+04EN' RESTORATION, PER CRY CI RENTON PA4EYEM OKRUY AND STANDARD TRENCH RESTORATION. RECEIVED CITY OF T UKWILA APRP4419 �t�I�tlr�,ti�R AI-1-E;4:4.J MAY 20 City of Tukwila BUILC:CG D;UI3;ON TYPICAL CROSS SECTIONS 'H4+'N4 NO. 90F50 CS1 M m 17 0 0 F BLACK RIVER E Rea 0. INV17,1 N SADi10J0 _.----- SEE SECTION 1-07.18 OF THE SPECIAL P728170NS FOR WORK WITHIN RR PROPERTY U! 35 30 25 15 10 01 NMU0701M Q111'R1 IRw10 000N UGAOANS STA 6+53, 9,0'RT- 20 BEGIN TYPE I 9C 9MiE N 71201401 GQ 030 5+50 5+00 E CONSTRUCTION PERMIT N0. U16006840, PW PLAN N0. 3938 AND CED PROJECT N0. PR15000018. CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V Fence and Canopy location in Tukwila OVERHEAD WATERLINE N 8G P690L WUP79£-070 0 C 9C900to3330SE 9x 11 U Fence and Canopy location irti,Renton zU 01> rouinu ogoo Y Z R 900 N173001A 43 Ur UO= uollu-u11111u-11011 -- 919hNR w;.TG9`✓ +1 I 9C 900 0130030 001960030 O�w.R MD_ ONR --------LCOE ---�-� OEM 00 r cc, PLAN 0 [KIRK, OVERPASSES 20 60' VC EN STA 74,00 G=n.76' K=14E31 �e- 7+55 REAS0CVS ATE DESONEO DVORAK DR+wN N, MILLER 11FC9E0 0, KIKUTA ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 01 yawl 9LI521094FA1212CC-C1 40e No 554-1521-084 14/22) —ELK/5 29 =EL=d3.49 F0 STA 8+31, 9.0RI END N 91&n NO.I0E3W903 050WDNW CO. U033.09 40 —EL=32,40 8+00 ALINE PROFILE HOR2: 1 "=20' VERT: 1°=5' CONFORMED DRAWING <0 STA 8+73, 9.0'RT END IITYPE 1 1 N9,zN7Toe .al Ea •uR -OM GO 181 9+00 Parametrix "'1 ielr0,331 NE. O'CE30 Meal, >S, 9EYS f C5,399 1 IM 0 12" IE=13.5 i" 5lF IW S=1.9%O 1N 0 P(l -. V3 W 2-12" SD CULVERTS I (DISTINCT0 2-1K' SD (DISNG) 100' VC RN S1110+0000 EL=1664' K,22.19 35 30 5 0,N 10+00 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY 10 SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. ODI GUARDRAIL ANCHOR TYPE 10, PER WSW1 STD PLAN C-23.60-03. GUARDRAL CONNECTION 10 BRIDGE 8 CONCRETE BARRIER, PER WSDOT SID. PLAN C-7, DESIGN F. OINSTALL BEAM GUARDRAIL TYPE 31 PER WSD01 S1D. PLAN C-20.10-03 AND C-IB. 0 NOT USED INSTALL REMOVABLE BOLLARD PER DETAIL 1 AND 3, SHEET DI. 2 INSTALL REED WOODEN BOLLARD PER COR STD, PLAN H022. 13 INSTALL BOLLARD STRIPING PER DE1Ai 5, SHEET 01. 14 INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. INSTAL FENCED CANOPY PER 5 SHEET D3. INSL410 48" CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 WITH OVER FLOW STRUCTURE PER COR STD. PLAN 234.20. 8 INSTALL CORRUGATE POLYETHYLENE STORM SEWER PIPE 12 IN. DAM., LENGTH AS NOTED ON PLANS. g INSTALL TYPE I REST STOP. SEE DETAIL 2, SHEET D2. 19 INSTALL SOLID WALL PVC CDLV, PIPE, LENGTH AS NOTED ON PLANS. 20 COATED CHP0N LINK FENCE WITH TOP RNL, TYPE AS SPECIFIED ON PLANS, PER WSDOT STD PLAN FS-2. 21 INSTALL GRAVITY BLOCK WALL. SEE CS AND WP SHEETS FOR DETAILS. 22 0 INSTALL CEMENT CONC. DRIVEWAY ivPE CI PER COR STD. PLAN 104 AND 104,2. SEE DETAIL 1 ON SHEET 02, 23 INSTALL SPLIT RAIL FENCE PER DETAL 5, SHEET D4. 24 INSTALL 4'04"M7' PRESSURE TREATED POST FOR FUTURE PET WASTE STATION. SEE DETAIL 4 ON SHEET 02. GENERAL NOTES: I. SEE SHEET CSI FOR TYPCAI CROSS SECTIONS. 2. SEE SPEC00 PROVISIONS AND DETAIL 1 ON SHEET 03 FOR ROOT PRUNING AND ROOT BARRIER PLACEMENT ALONG THE TRAIL ALIGNMENT, C17 i1 C� TUKWILA APRY42019 PERMIT CENTER INCOMPLIANCE WITH CITY OF RENTON STANDARDS 9400C1 u4I LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW PLAN AND PROFILE DRAN191 N0. 210F68 C2 +99RO0D � BALEr Oa NNE 2016 6(4(2018 M 10'-0. LEGEND: — END R4R I'b° SCH 40 — TOP PAL IN° SCH 40 0 END POST 2'4° SCH 40 0 LINE POST 195' SCH 40 I};" FENCE MESH, BULGY MNYI. ° COATED 10 9 CAJCE FINSH 10' NOTES: MIN N0 SCALE - m'-0' FENCE CANOPY PLAN N0 SCALE UNITS Of FENCE FABRIC TOP RWL (1'P) N 6' HIGH TYPE 1 COATED CH46 LINN FENCE PR RS001 STD PLAN FS-2 Ai1A'4ED TO SW14 SIDE OF CANOPY FOR ENTIRE LENGTH 0` UWNOPY. SEE C-SHEETS FOR ADDITO040 FENCE I0NO1H BEYOND CANOPY. CONCRETE POST BASE (END POST ONLY) I. All P0i75, RAILS AND FABRIC S4(1 BE P049ER-COATED 91404, 2. SEE WS00T STO PLAN FS-2 FOR ATTACHMENT OF FENCE FABRIC TO POSTS, CONSTRUCTION PERMIT N0, U16006840, PW PLAN N0, 3938 AND CED PROJECT N0, PR15000018, CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V R`NSF. .. .... O 01 ..8. OE! NED MILLER 0 NIKUTA 0100 BNLEY 12'0' PAv0D TRTL FENCE CANOPY SECTION n 2' 0' GRAVEL -SHOULDER !. CONFORMED DRAWING /404. IF IOT$CALEACCOROOIGOY HLE NAME �!+x..n:.• AT2T0DT-1 54-I521-084 (A/2C oa JUNE 2018 6/4/2018 LN(/(ND POST N0 FENCE FABRIC ON NORM SIDE OR ENDS O LANOFr 1' 0" CLEARANCE Parametrix BNSF Fence Canopy Detail CCL s, , . r,FVL� MAV 20::1) City of Tukwila BUILCTG DAI ION ROOT BARRIER �� DETAIL ! I NO SCALE - N � a APCUIJNAL DELVING AAB PRUNED OF TREES AND SHRUBS RILL APPLY TO THIS Ma SEE SECTOR 2-01 0f THE SPECu1 PBCOSCNS. ROOT BARRIER, ANGLED 10 DERECT r41 R001 DRON74 INSTALL LENGTH Of 44107( TREE Du.4E1ER PISS FEET. ENGINE SHOE APPRCN0 VAS PRIOR TO INS141A1E44, ROOT PRUNING ZONE, SEE BREC41 PR009045 RECEIvED CITY OF T UKWILA APRP4P019 ERMIT CENTER IN COMPLIANCE WI N CITY Of RENTDNSTANDARDS NET NNE LANE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACRES AVE 5W DETAILS DNA4NO !A 40 OF 68 D3 City of Tukwi a Department of Community Development 6/3/2021 DAVID SHAW 201 S JACKSON ST STE 700 SEATTLE, WA 98104 RE: Permit No. D19-0135 LAKE TO SOUND TRAIL, SEGMENT A 14800 STARFIRE WAY Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/14/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is duc to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/14/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0135 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 19, 2019 David Shaw 201 S Jackson St MS KSC-NR-0700 Seattle, WA 98104-3855 RE: Request for Extension #1 Permit Number D19-0135 Dear Mr. Shaw, This letter is in response to your written request for an extension to Permit D19-0135. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 18, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0135 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov King County Parks and Recreation Division Department of Natural Resources and Parks King Street Center, KSC-NR-0700 201 South Jackson Street Seattle, WA 98104-3855 206-296-8687 Fax 206-296-8686 TTY Relay: 711 October 14, 2019 Project: Lake to Sound Trail Segment A Permit No: D19-0135 RE: Time Extension Request Dear Mr. Rambo, This letter is in response to the letter I received from the City for the above reference permit for the Lake to Sound Trail, Segment A (L2S A) project dated 10/1/19. The letter notified King County of the upcoming expiration of our current permit on 11/18/19. The permit pertains to the construction of a fence/canopy structure as part of the project. City inspection of the footing for the structure is required by the permit. The footing installation is scheduled for after the expiration date of the permit. By this letter I am requesting a permit extension. Let me know if you require any additional information for this request. Thanks, David Shaw - Project Manager RECEIVED CITY OF TUKWILA OCT 1 it 2019 PERMIT CENTER Request for Extensior # Current Expiration Date: e - 1 9 Extension Request: Approved for 5C days Denied (provide explariaion) Signature, `nitials 1 I Page City of Tukwila Department of Community Development 10/1/2019 DAVID SHAW 201 S JACKSON ST STE 700 SEATTLE, WA 98104 RE: Permit No. D19-0135 LAKE TO SOUND TRAIL, SEGMENT A 14800 STARFIRE WAY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/18/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/18/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI9-0135 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-1670 • Fax 206-431-3665 CASTOHN LLC C/O JUDIMARYJO INC DBA LIENDATA USA PO BOX 1643 WOODINVILLE, WA 98072 Phone: (425) 481-1131 Fax: (425) 481-1139 STARFIRE SPORTS 14800 STARFIRE WAY TUKWILA, WA 98188 05/02/2019 RE: NOTICE TO OWNER OR PUBLIC ENTITY Dear Sir or Madam: D MAY 09 2019 CITY OF TUKWILA We are required by the laws of this state to notify you that we are furnishing labor, services, equipment or materials of the type described on the enclosed standard form for the work of improvement known as the: STARFIRE SPORTS project, located at 14800 STARFIRE WAY, TUKWILA, WA Such labor, services, equipment or materials were contracted for by: CASCADE CONSTRUCTION CO INC, 10215 PARK AVE S, TACOMA, WA 98444 , who is one of the owners, general contractors or subcontractors of this project. We are further required by law to notify you at this time that if bills are not paid in full for labor, services, equipment or materials furnished, or to be furnished, the improved property may be subject to mechanic's liens or stop notices, or a notice to withhold funds may be filed where applicable.The enclosed notice is not intended to reflect in any way on the integrity or credit standing of the contractors involved in this job, but is given merely to comply with the laws of this state. However, to fully protect yourself you may consider (1) requiring your contractor to furnish a signed release from the person or firm giving you this notice before making payment to your contractor, or (2) any other method or device which is appropriate under the circumstances to guarantee payment of this debt.We appreciate the opportunity of furnishing our services for this job and we hope it is progressing to your satisfaction. Should you have any questions concerning this request, please feel free to call me personally at (425) 481-1131. Thank you. Sincerely, Prepared by: JOHN ELSBREE 4fE PRES OF L , AGENT FOR CLAIMANT Phone: (425) 481-1131 Fax: (425) 481-11 File #: 29667 [WA][PRIVATE][OY:EST] Recording Requested by and Return to: CASTOHN LLC C/O JUDIMARYJO INC DBA LIENDATA USA PO BOX 1643 WOODINVILLE, WA 98072 Customer: P.O. #: Project: Rec ID: Job #: Cert No.: CASCA CONSTRUCTION CO INC 14 STARFIRE SPORTS 952BF8F7-F68E-42ED-9438-098281373947 05191619.001 NOTICE TO OWNER IMPORTANT: READ ALL PAGES OF THIS NOTICE CAREFULLY PROTECT YOURSELF FROM PAYING TWICE » TO THE OWNER OR REPUTED OWNER STARFIRE SPORTS 14800 STARFIRE WAY TUKWILA, WA 98188 » TO ORIGINAL OR REPUTED CONTRACTOR CASCADE CONSTRUCTION CO INC 10215 PARK AVE S TACOMA, WA 98444 » TO ORIGINAL OR REPUTED OWNER OR CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 1. The following is a general description of the labor, service, equipment or materials furnished or to be furnished by the undersigned: BUILDING MATERIALS 2. Estimated Price: 3. The name of the person or entity who furnished that labor, service, equipment or materials is: CASTOHN LLC C/O JUDIMARYJO INC DBA LIENDATA USA PO BOX 1643 WOODINVILLE, WA 98072 4. The name of the person or entity who contracted for purchase of that labor, service, equipment or material is: CASCADE CONSTRUCTION CO INC 10215 PARK AVE S TACOMA, WA 98444 P.O.: 14 5. The description of the jobsite is: STARFIRE SPORTS 14800 STARFIRE WAY TUKWILA, WA County of KING NOTICE TO PROPERTY OWNER. THIS IS NOT A LIEN: THIS NOTICE IS SENT TO YOU TO TELL YOU WHO IS PROVIDING PROFESSIONAL SERVICES, MATERIALS, OR EQUIPMENT FOR THE IMPROVEMENT OF YOUR PROPERTY AND TO ADVISE YOU OF THE RIGHTS OF THESE PERSONS AND YOUR RESPONSIBILITIES. ALSO TAKE NOTE THAT LABORERS ON YOUR PROJECT MAY CLAIM A LIEN WITHOUT SENDING YOU A NOTICE. OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY UNDER WASHINGTON LAW, THOSE WHO WORK ON OR PROVIDE MATERIALS FOR THE REPAIR, REMODEL, OR ALTERATION OF YOUR OWNER -OCCUPIED PRINCIPAL RESIDENCE AND WHO ARE NOT PAID, HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. THE LAW LIMITS THE AMOUNT THAT A LIEN CLAIMANT CAN CLAIM AGAINST YOUR PROPERTY. CLAIMS MAY ONLY BE MADE AGAINST THAT PORTION OF THE CONTRACT YOU HAVE NOT YET PAID TO YOUR PRIME CONTRACTOR AS OF THE TIME YOU RECEIVED THIS NOTICE. REVIEW THIS NOTICE FOR MORE INFORMATION AND WAYS TO AVOID LIEN CLAIMS. COMMERCIAL AND/OR NEW RESIDENTIAL PROPERTY WE HAVE OR WILL BE PROVIDING LABOR, MATERIALS, PROFESSIONAL SERVICES, OR EQUIPMENT FOR THE IMPROVEMENT OF YOUR COMMERCIAL OR NEW RESIDENTIAL PROJECT. IN THE EVENT YOU OR YOUR CONTRACTOR FAIL TO PAY US, WE MAY FILE A LIEN AGAINST YOUR PROPERTY. A LIEN MAY BE CLAIMED FOR ALL MATERIALS, EQUIPMENT, AND PROFESSIONAL SERVICES FURNISHED AFTER A DATE THAT IS SIXTY DAYS BEFORE THIS NOTICE WAS MAILED TO YOU, UNLESS THE IMPROVEMENT TO PROPERTY IS THE CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE, THEN TEN DAYS BEFORE THIS NOTICE WAS MAILED TO YOU. I declare that I am authorized to file this claim on behalf of the Claimant. I have read the foregoing document and know the contents thereof; the same is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed at WOODINVILLE, Washington on 05/02/2019 for CASTOHN LLC C/O JUDIMARYJO INC DBA LIENDATA USA. Prepared by: JOHN ELSBREE 481-1139 4145(M7- E PRH ES OF LDATA, AGENT FOR CLAIMANT Phone: (425) 481-1131 Fax: (425) PROOF OF SERVICE BY MAIL AFFIDAVIT I declare that I served a copy of the above document, and any related documents, by certified or registered mail, postage prepaid, or other certified delivery, addressed to the above named parties, at the addresses listed above, on 05/02/2019. I declare under penalty of perjury that the foregoing is true and correct. Executed at WOODINVILLE, Washington on 05/02/2019. Prepared by: JOHN ELSBREE PRES OF LIENDATA, AGENT FOR CLAIMANT IMPORTANT INFORMATION FOR YOUR PROTECTION! This notice is sent to inform you that we have or will provide materials, professional services, or equipment for the repair, remodel, or alteration of your property. We expect to be paid by the person or entity who ordered our services, but if we are not paid, we have the right to enforce our claim by filing a construction lien against your property. LEARN more about the lien laws and the meaning of this notice by discussing it with your contractor, suppliers, the department of labor and industries, the firm sending you this notice, your lender', or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS: protect your property from construction liens. used methods: * 1) DUAL PAYCHECKS (Joint Checks) : When materials, you may make checks payable jointly you this notice; * 2) LIEN RELEASES: You may require your contractor to provide lien releases signed by all the suppliers and subcontractors from whom you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. There are several methods available to The following are two of the more commonly paying your contractor for services or to the contractor and the firms furnishing YOU SHOULD TAKE APPROPRIATE STEPS TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ABE REQUIRED BY LAW TO .GIVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. IF YOU HAVE NOT RECEIVED IT, ASK THEM FOR IT. PERMIT COORD CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0135 DATE: 04/22/19 PROJECT NAME: LAKE TO SOUND TRAIL, SEGMENT A SITE ADDRESS: 14800 STARFIRE WAY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Works It Fire Prevention Structural n Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable 7 (no approval/review required) DATE: 04/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/23/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ej Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Fiume V.;spaiiol Corklact Safety & Health Claims & Insurance /k Washington State Department of Labor & industries A-Z Index Help Mv 110 Workplace Rignts Trades & Licensing OLSON BROTHERS EXCAVATING INC Owner or tradesperson Principals OLSON, MICHAEL V, PRESIDENT OLSON, STEVEN D, VICE PRESIDENT Doing business as OLSON BROTHERS EXCAVATING INC WA UBI No. 601 161 685 6622 112TH ST E PUYALLUP, WA 98373 253-770-3844 PIERCE County Business type Corporation Governing persons MICHAEL V OLSON STEVE D OLSON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. OLSONBE113N3 Effective — expiration 08/23/1989— 10/31/2019 Bond TRAVELERS CAS & SURETY CO Bond account no. 081S103334409BCM Active. Meets current requirements. $12,000;00 Received by L&I Effective date 07/30/2001 08/23/2001 Expiration date Until Canceled Insurance BITCO National Ins Co $1,000,000.00 Policy no. CLP3675669 Received by L&I Effective date 11/29/2018 11/30/2018 Expiration date 11/30/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve