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HomeMy WebLinkAboutPermit D13-117 - SHOWALTER MIDDLE SCHOOL - TENANT IMPROVEMENTSHOWALTER MIDDLE SCHOOL 4628 S 144 ST D13-117 City ofI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 1523049164 Address: 4628 S 144 ST TUKW Suite No: Project Name: SHOWALTER MIDDLE SCHOOL Permit Number: D13-117 Issue Date: 06/20/2013 Permit Expires On: 12/17/2013 Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUKWILA WA 98168 Contact Person: Name: JOE PERCIVAL Address: 2712 N MISSISSIPPI , PORTLAND OR 97227 Contractor: Name: EDGE CONCRETE CONSTRUCTION LLC Address: 18740 142ND AVE NE , WOODINVILLE WA 98072 Contractor License No: EDGECCL972OP Lender: Name: SELF FUNDED - TUIKWILA SCHOOL DISTRICT Address: Phone: 503-242-1477 Phone: (425) 482-3343 Expiration Date: 06/09/2014 DESCRIPTION OF WORK: NEW CONCRETE (ADA) RAMP (EXTERIOR) TO SHOWALTER MIDDLE SCHOOLS MAIN (EAST) ENTRY. Value of Construction: $26,500.00 Fees Collected: $1,018.34 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0009 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-117 Printed: 06-20-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Number: 0 Size (Inches): 0 Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: ,/ b(//A.0 (ii/IX4 Date: DCo /d-O/L.3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law 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. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. 1 X Signature: � ' �� Date: L)10E. -24Q1 3 {� Print Name: L1G�v � • ) ✓11 5 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any doc: IBC -7/10 D13-117 Printed: 06-20-2013 requirements for special inspection. • • 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: 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. doc: IBC -7/10 D13-117 Printed: 06-20-2013 CITY OF TUKT1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 Address: .1't 4((`L9 5, 1144'rk 5't'rc..1._1" Tenant Name: t u...k.w \ cam 5 cl%di King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑..No PROPERTY OWNER ` Name: Jo.L e-e-e`4:J.. Name: l tk,GW rtla 5,—IND,( 1"),-fv Address: 0 Ito S. i'141'11 Skvtc City:TlAk-wrl, G—. IV A -State: Zip:eii 16, CONTACT PERSON - person receiving all project communication Name: Jo.L e-e-e`4:J.. Address: 2 71 Z • iv,Me .554 '61-7221 re City: 7 State: Zip: l 0 rf la, © ftp Phone SO3 - 2. kt 2 -11411 Fax: S 0 3- 215 _ D14 2 - Email: Email: 1 nOPc:J.1( raa hnu.At 5! .Lpb"- GENERAL CONTRACTOR INFORMATION Company Name: Address: ( Address: 2,`1 I %v, M ie.. ;4.5.. i PO ¶1 ZZ? City: pd State: 0 12 ----.Zips Phone:: 0 2- I,Z% Fax: 6O,. .. 2 96 0 9 4,2 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H: \ApplicationsWorms-Applications On Line \2012 Applications\Fermit Application Revised - 2-7-I2.docx Revised: February 2012 bh +ARCHITECT?OF RECORD, Company Name: fA txreL /� S dG l Architect Name: ( Address: 2,`1 I %v, M ie.. ;4.5.. i PO ¶1 ZZ? City: pd State: 0 12 ----.Zips Phone:: 0 2- I,Z% Fax: 6O,. .. 2 96 0 9 4,2 Email: Petit -4-m- ( Q Yrtu.✓rA s -c •. (.7,6n V l ENGINEERROFsRECORD Name: S,Q ` C nt9-crJl SOA - w \'A-1,.-411". Company Name: City: 4 _ `tate: Zip: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: yLENDER/BOND ISSUED (required for projects'$5,000 or ' '.`vim .a«r0t;+1 Y' > ' . v -.g'tw i W'19t2T.095)n t t greater„ perRC,p Name: S,Q ` C nt9-crJl SOA - w \'A-1,.-411". Address: ` ^ri,✓� c)(}e V-ev t• , ✓atl City: 4 _ `tate: Zip: BUILDING PERMIT1NF'ORMATI 6=431-3670 Valuation of Project (contractor's bid price): $ 26 , SOD Describe the scope of work (please provide detailed information): 140 u/ 1-, 5hauicdt? MA.A1Q 5c-1neihI� • Existing Building Valuation: $ c e,>1 'e CA- /-1 raw, Will there be new rack storage? ❑ ....Yes [!f..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square;FootageBelo'w . Existing Interior Remodel Addtion.to Existing ' Structure` New :Type of, Construction per IBC ".Type of: Occupancy per IBC 1 stFloor 2na:Floor` 3rd Floor' Floors' ' " th-ti'. ". 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 ft): 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? 0 Yes 0 No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm d None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If ' es.', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTICS TEM w, ' ❑ ' On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 4'Y FAA‘pplications On Line,2012 Applications\ermit Application Revised - 2-7-12.docx Revised:.. February 2012 bh Page 2 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHQRIZED AGENT: Signature: Print Name: Date: 'iYi / 06x p 1. D. Pe i/ i✓tet ( Day Telephone: 50 3 - 24'2 — 11+7) Mailing Address: 21)1- M. /1Ar ;,,; (e H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City O State Zip Page 4 of 4 PUBLIC WORKS PERMIT INF TION 206-433-6179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: ❑ 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): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0...Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut 0... Channelization ❑ .. Frontage Improvements ❑... Pavement Cut 0...Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 12.. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 • J��1�A wqs City of Tukwila c. y 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 1523049164 Permit Number: D13-117 Address: 4628 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 04/16/2013 Applicant: SHOWALTER MIDDLE SCHOOL Issue Date: Receipt No.: R13-01335 Payment Amount: $1,018.34 Initials: WER Payment Date: 04/16/2013 12:01 PM User ID: 1655 Balance: $0.00 Payee: TUKWILA SCHOOL DISTRICT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1394 1,018.34 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,018.34 614.45 399.39 4.50 orinro.i• ne_la_)m INSPECTION RECORD Retain a copy with permiic INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 36 Permit Inspection Request Line (206) 431-2451 Project: Typ f Inspection: Address: -q (02-2 l 14-1. sr Date Called: Special Instructions: i,-. -S t `)v vRequester:fid Date Wanted r n / (3 a.m. Phone 4 No:7-- --' 50?' I 031 Approved per applicable codes. QCorrections required prior to approval. COMMENTS: -?e ofr\- 001/1A. \e-ke nsp ctor: Date: - : -2CD '3 n REINSPF1rTION .FEE REQUIREDPrior to next in pection, fee must be. paid al, -6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 i713-117 Project:- . j NOIR.) W t\ Lao Q Mos, Type o Inspection: 11.1 A L., Address: , 4 (-1(p2P LS - -►HLI V Date Called: Special Instructions: r Date Wv?d: -- 1 e Requester: Pho N H'i5—q0S )G35 Approved per applicable codes. Corrections required prior to approval. COMMENTS: TD l.Iti. ©r16 aNI 5Sr E , mo A l sWg2,I°>f2Mfsio4' Dat - 6— 13 NSPECTION FEE RE,, UIRED. P/ior to next inspection, fee must be (Said at 6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 'Or .113-11-7 Project: G HOWoJAL-ii-re. Ge obot,. Type of Inspection: Fool ivsJ (... Address: Li 628 0411 s -c -- Date Called: Special Instructions: Date_Aawd: --...--,-9- 13 Requester: Phone No: _proved per applicable codes. Corrections required prior to approval. •••-. COMMENTS: AAk> PECTION FEE REQU D. Prior to n xt inspection, fee must be p :t6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 1 PLANr u kg • UTING SLIP D13-117 DATE: 04-16-13 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST X Original Plan_ Submittal Response to Correction Letter # Response to Incomplete Letter # T Revision '# After Permit Issued DEPARTMENTS' (/ Gni- Building Division ublicq�s'Vt5 N//-- M --Le—( F"re Prevention I Structural -\p\-/\ tanning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04-18-13 Not Applicable El Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-16-13 Approved n Approved with Conditions N( Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Poter Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name EDGE CONCRETE CONSTRUCTION LLC UBI No. 602134915 Phone 4254823343 Status Active Address 18740 142Nd Ave Ne License No. EDGECCL9720P Suite/Apt. License Type Construction Contractor City Woodinville Effective Date 9/17/2003 State WA Expiration Date 6/9/2014 Zip 98072 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BEAUMD2937DG BEAUMONT DIVISION 2 LLC Construction Contractor General Unused 3/7/2007 3/7/2015 Active CLAIRD2934DG CLAIREMONT DIVISION 2 LLC Construction Contractor General Unused 3/7/2007 12/7/2013 Active SHASTRL933DG SHASTA RIDGE LLC Construction Contractor General Unused 3/7/2007 3/7/2015 Active FINISEW937BN FINISHING EDGE WASHINGTON LLC Construction Contractor Concrete Unused 1/22/2007 1/22/2015 Active BEAUML'948CN BEAUMONT LLC Construction Contractor General Unused 2/15/2006 2/15/2014 Active BELMALH973MT BELMARK LAND & HOMES LLC Construction Contractor General Unused 7/30/2003 7/30/2013 Active BELMAPM995JL BELMARK PROPERTY MANAG LLC Construction Contractor General Unused 4/13/2001 2/13/2014 Active FINISEC054BA FINISHING EDGE CURB/SDWLK LLC Construction Contractor Concrete Unused 1/1/1995 1/3/2015 Active BOVEEAL995P9 BOVEE ACRES LLC Construction Contractor General Unused 10/29/2001 10/29/2005 Archived VECTOML994JL VECTOR MC LLC Construction Contractor General Unused 4/13/2001 2/7/2005 Archived BELMACI093C6 BELMARK CONSTRUCTION INC Construction Contractor General Unused 2/26/1991 2/1/1996 Archived BELMAII091BB BELMARK INDUSTRIES INC Construction Contractor General Unused 1/2/1991 1/1/2006 Archived BELMAI*159L0 BELMARK INDUSTRIES Construction Contractor General Unused 6/20/1985 11/1/1991 Archived KERRBC'246M8 KERR BELMARK CONST Construction Contractor General Unused 7/28/1976 11/1/1985 Archived CANDLVH931LA CANDLE VIEW HEIGHTS LLC Construction Contractor General Unused 6/1/2007 6/1/2009 Expired BELMAAM944KC BELMARK ASSET MANAGEMENT LLC Construction Contractor General Unused 5/3/2006 5/3/2008 Expired OAKMOL*96003 OAKMONT LLC Construction Contractor General Unused 9/23/2004 9/25/2010 Expired HEARTED966JA HEARTLAND ESTATES DIV III LLC Construction Contractor General Unused 4/1/2004 4/1/2010 Expired WOLFECL961CL WOLFE CREST LLC Construction Contractor General Unused 2/13/2004 2/13/2008 Expired ROSEWL*973RN ROSEWOOD LLC Construction Contractor General Unused 12/15/2003 2/13/2008 Expired MORGACL9720H General Unused 9/8/2003 9/8/2011 Expired Page 1 of 3 httns://fortress.wa.aov/lni/bbin/Print.asnx 06/20/2013 hill DEMOLITION PLAN LEGEND • SEPARATE PERM' REQUIRED FOR: mechanical Electrical Piumbing Gas Piping City of Tukwila BLOWING DIVISION „ /NM 111111M NOS% AREA WHERE EXISTING IMPROVEMENTS SHALL BE REMOVED — SAW CUT LINE: SEE NOTE #1 DEMOLITION PLAN NOTES • INDICATED DIMENSIONS ARE MINIMUMS. SAWCUT, REMOVE, AND REPLACE WIDER AREAS AS NEEDED FOR CONSTRUCTION OF NEW IMPROVEMENTS ALL SAWCUTS SHALL BE FULL DEPTH, STRAIGHT, CLEAN, AND EVEN.. DO NOT OVER CUT AT CORNERS. USE SMALLER TOOLS AS NEEDED TO GET FULL DEPTH, CLEAN, SQUARE CUTS AT CORNERS. DO NOT DAMAGE, DISTURB, DEGRADE, OR WEAKEN EXISTING PAVING, GRAVEL BASE, AND SOIL SUB—GRADE TO REMAIN. () EXISTING HANDRAIL TO BE REMOVED 0 EXISTING HANDRAIL TO REMAIN ® EXISTING STAIR TO BE REMOVED © EXISTING STAIR TO REMAIN © EXISTING WALL TO BE REMOVED 0 EXISTING WALL TO REMAIN. ® EXISTING TREE TO BE REMOVED © ALL EXISTING SHRUBS AND GROUND COVER TO BE REMOVED (UP TO EDGE OF EXISTING LAWN) EDGE OF EXISTING LAWN 0 EXISTING HANDRAIL TO BE REMOVED, SALVAGED, REPAINTED, AND RELOCATED (SEE CONSTRUCTION PLAN). CUT EXISTING CONCRETE CLEANLY TO REMOVE. PATCH EXISTING CONCRETE EFFECTED BY THIS WORK. MATCH EXISTING CONCRETE. PLANNING APPROVED • No changes ban be =deb) these plans without approval from the Pkuming Dimon of DCD APProvad EIY: 114\ 'k\CI641/41. Date: • north 0' 5' 10' 20' 1"=1 (at full scale) 0 0 DEMOLITION PLAN • 8" 7'-10"+ TOP OF RAMP 2'-9" 42-3" 15" 3" 0 0 •MONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MITI Revisions will require a new plan submittal and may include additional plan ieview fees, • DIMENSIONING PLAN ..00.noammwtnanverrarmumsaaa*.mommommaftr REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2013 AAP' City o ila BUtLDINe 1 VISION DIMENSIONING NOTES NEW RAMP IS PARALLEL TO THIS WALL FACE. 0 NEW WALL SECTION TO ALIGN WITH EXISTING. 0 HAND RAILS ALONG SIDE OF RAMP ARE CENTERED ON THE CURB/WALL. STAIR STEPS ARE TO MATCH EXISTING AND BE AN IN—LINE EXTENSION OF THE EXISTING STEPS 0 REINSTALL EXISTING HAND RAIL IN NEW LOCATION AT RIGHT ANGLE (90°) TO STAIRS FILE COPY Pkin levies approval b *Matta ems and omkgsimi Approval of construcloo doomed= not authorize the violation of adopted cods or glance. Receipt daPProVed ROI . , 1 if 1 is adricsiedged: Mk A it 'ft It/ Dalrovamillsoaars•-•. City Of itikvilla WILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2013 north PERMIT CENTER 0' 5' 10' 20' 771M71.7 1 =1 V-0' (at full scale) OWNER Tukwila School District #406 4540 S. 144TH St. Tukwila, Washington 98168 MURASE Associates LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 2712 N Mississippi Avenue Portland, Oregon 97227 P. 503.242.1477 F. 503.295.0942 REVISIONS DATE STAMP WASH NCION REGI5TERE • - • • • LANDsdAllt A OrInteir • • • .....,..:T1L .... ..r•Ir10c:No:969... • DATE April 2013 SUBMITTAL DRAWN BY: jd p CHECKED BY: Mt MURASE NO.: 1301 SCALE: 1 "= 1 0'-0" SHEET TITLE Demolition and Dimensioning Plans SHEET NO. Ll .00 %11 L2.03 9 BOTH ELEVATIONS SHOW , THE ENTIRE LENGTH OF THE RAMP AND HANDRAILS north 20' 1"=10'-0'' (at full scale) CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION LEGEND CONCRETE PAVING AND STAIRS: SURFACE TO MATCH EXISTING ADJACENT SURFACES. CONCRETE RAMP PAVING: MEDIUM BROOM FINISH: PATTERN LINES RUNNING PERPINDICULAR TO RUN OF SLOPE/LENGTH OF RAMP. LANDSCAPE CONSTRUCTION NOTES ANEW STAIR HANDRAIL: MATCH EXISTING STAIRWAY HANDRAILS ® NEW RAMP HAND RAIL WITH TURN TO BE A SINGLE ASSEMBLY ®3 NEW RAMP HANDRAIL ® NEW PORTIONS OF STAIRS TO MEET AND MATCH EXISTING STAIR SURFACE. DETAIL TO MATCH EXISTING ®FINISH SURFACE OF NEW CONCRETE TO MEET AND MATCH EXISTING. INTERFACE BETWEEN NEW AND EXISTING TO BE A COLD JOINT WITH NEATLY. TOOLED EDGE ©RAMP TO HAVE HANDRAILS AND CURBS/WALLS PROJECTING ABOVE FINISH SURFACE OF RAMP ON BOTH SIDES ®7 NEW WALL TO MEET AND MATCH EXISTING WALL SURFACES. NEW WALL SECTION TO MATCH EXISTING. EXTEND BACK OF NEW WALL TO RAMP EDGE WALL AS SHOWN SCORE LINE IN CONCRETE: i WIDE; 1" DEEP; NO SHINERS ALONG EDGE; STRAIGHT, SQUARE WITH EDGE OF CONCRETE, AND FREE OF ALL CONCRETE TOP OF RAMP BOTTOM OF RAMP 11 EXISTING SALVAGED HANDRAIL. CUT EXISTING CONCRETE TO INSTALL FOOTING AND RAILING. INSTALL RAILING PLUMB, SQUARE TO BUILDING, AND FIRM. PATCH CONCRETE TO MATCH EXISTING FINISH FLOOR ELEVATION (102.5) ®102.32fs 102.40fc \ \ \ REVI WED FOR CODE COMPLIANCE APPROVED APR, 2 2 2013 \ \ \ \ 97.6bc) 98.4) City of Tukwila `BUILDING DIVISION -(97.8bc)... 97.4) ,(96.8) i 98.05bc 8.3bc) (96.6) 100.65fs 100.55fs 99.95fs ®100.03f 100.13fs 9 98.6b <98.9) (98.4 97.8) .0) '"(97.6) (97.4bc� \ • \\ (97.6 "BENCH MARK: TOP EAST CORNER OF LIGHT 100.00 (99.1 bc) (99.5fs) SLOPE EDGES OF WALK EVENLY. ADJUST ELEVATIONS AS NEEDED TO MAINTAIN 2% MAXIMUM CROSS SLOPE AND MINIMUN 1.5% SLOPE DOWN FROM WEST TO EAST 0 0 L 1 (99.1 bc) \\ 99.9fs) BASE \ (97.9) 1► \ \ north \\ _l4i . /97.5) (97.1 /97.7) r (96.6bc • \ RECEIVED \ CITY OF TUKWWILA 0 0 1"=10'-0" (at full scale) \\ APR 1 6 2013 ilekRMIT CENTER \ (99.1) EXISTING SPOT ELEVATION (99.5) INTERPOLATED EXISTING SPOT ELEVATION. FIELD VERIFY BEFORE CONSTRUCTION. NOTE DISCREPENCIES TO OWNER FOR FURTHER DIRECTION. - -95-- EXISTING CONTOUR 102.32fs NEW SPOT ELEVATION be BOTTOM OF CURB fs FINISH SURFACE (PAVEMENT) fg FINISH GRADE (SOIL) DIRECTION OF DOWNWARD FINISH SURFACE SLOPE GRADING PLAN NOTES ()SURFACES OF NEW WORK SHALL MEET AND MATCH THE SURFACE OF EXISTING IMPROVEMENTS. MAXIMUM VARIANCE IS TO BE AT ANY POINT AND NO MORE THAN El" MAXIMUM AGGREGATE VARIANCE ALONG AN ENTIRE LENGTH. ® TOP OF CURB/WALL ALONG EDGES OF RAMP SHALL BE 4" ABOVE THE FINISH SURFACE OF THE RAMP. AT THE TOP LANDING, WHERE GRADES MUST BE SET IN FIELD THE TOP OF THE CURB/WALL SHALL BE FLAT, WITH THE TOP ELEVATION BEING SET 4" ABOVE THE HIGHEST POINT OF THE ADJACENT FINISH SURFACE OF THE LANDING. ®3 THE FINISH SURFACE GRADES OF THE LANDING AT THE TOP OF THE RAMP WILL NEED TO BE WORKED OUT IN THE FIELD. THE CONTRACTOR SHALL SET OUT FIELD STAKES AND STRING LINES TO MARK THE FINISH SURFACE GRADES AFTER THE SAW CUTTING IS COMPLETE. THE FIELD STAKES AND RELATED SLOPING DESIGN SHALL BE REVIEWED AND APPROVED IN THE FIELD WITH THE OWNER PRIOR TO CONCRETE FORM WORK. THE FINISH SURFACE GRADING SHALL PROVIDE POSITIVE DRAINAGE IN THAT AREA WITH NO SURFACE SLOPES GREATER THAN 2% AND NOT LESS THAN 1%. ®SPOT ELEVATIONS INDICATED AT THE TOP OF THE RAMP AND ALONG THE RAMP ARE BASED ON THE DESIGN ESTIMATE OF EXISTING CONDITIONS. THEREFORE THEY SHOULD BE SEEN AS APPROXIMATIONS. THE DIFFERENCES BETWEEN THE GRADES AT THE TOP OF THE RAMP AND ALONG THE RUN • OF THE RAMP ARE WHAT MUST BE PROVIDED BY THE FINAL DESIGN. DIFFERENCES BETWEEN THE GRADES INDICATED AT THE TOP AND THOSE DETERMINED BY THE FIELD DESIGN WILL BE THE SAME AMOUNT AS THE DIFFERENCES IN GRADES ALL ALONG THE RAMP. LAYOUT RAMP IN FIELD, DETERMINE SPOT ELEVATIONS AT TOP AND BOTTOM OF RAMP WHERE THE NEW WORK ABUTTS THE EXISTING. REPORT THESE GRADES TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND ADJUSTMENT OF DESIGN SPOT ELEVATIONS IF REQUIRED. @ TOP OF NEW WALL IS TO SEEM LIKE AND EXTENSION OF THE EXISTING WALL. THE TOP OF THE NEW WALL SHALL BE AT THE SAME ELEVATION AS THE EXISTING (101.56±) GRADING PLAN bt3 lIZ OWNER Tukwila School District #406 4540 S. 144TH St. Tukwila, Washington 98168 MURASE Associates LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 2712 N Mississippi Avenue Portland, Oregon 97227 P. 503.242.1477 F. 503.295.0942 -J 0 U �/�a 5 O nV J � J 0 0 a. O 2 LuV c0 J IZ o coU REVISIONS DATE STAMP DATE April 2013 SUBMITTAL DRAWN BY: jdp CHECKED BY: Mt MURASE NO.: 1301 SCALE: SHEET TITLE Construction and Grading Plans SHEET NO. L-2.01 POST SET INTO CONCRETE CONCRETE PAVEMENT BETWEEN RAMP WALL AND BUILDING WALL (BEYOND). EDGE CURB RAMP CONCRETE COMPACTED GRAVEL BASE COMPACTED GRANULAR FILL OR UNDISTURBED ACCEPTABLE SUB -GRADE. (SUB -GRADE TO BE ACCEPTABLE IT MUST BE FREE OF ALL ORGANIC MATTER AND CAPABLE OF BEING SUITABLY COMPACTED TO 95% RELATIVE MAX. DENSITY). EXISTING CANOPY OVER FRONT ENTRY EDGE OF BUILDING PROJECTION RAMP SIDE ;HAND RAILS: PROVIDE ON BOTH SIDES OF RAMP. 1.9" 0.D. SCHED. 40 STEEL PIPE. FABRICATE 'AFTER FIELD MEASUREMENT. SHIP FABRICATE AS A SINGLE PIECE. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH, ARCHITECTURAL QUALITY. HOT DIP GALVANIZE (SMOOTH) AFTER FABRICATION. PAINT WITH 1 COAT OF PRIMER AND TWO FINISH COATS, COLOR TO MATCH EXISTING EDGE OF EXISTING DOOR EXISTING DOORS /1 11111111111111 _ �.��� .... ..., .: .: - . �- • + v v v v v v v v v v v v V V V?vvv?vvv?ODD _ •• ��, :�'••'� '•':'••� vvvvvvvvvvvvvvvvvvvvvvvvv - - ■ ■r: •.• ,..•.•••"•'t•;y•"y •• •. VVVVVVVVVVVVVVVVVVVVVVV VVV• ■�.■ ,a .. r.,.:•�.. _ • . - ■■ 11 Tr- Imll .. � � � .,1•;«,',y.• •.•: ~.'••.i: .. •vvvvvvvvvvvvvvvvvvvvvvvvvv 111' 1 I T: �; avvvvvvvvvvvvvvvvvvvvvvvvvv�••1■_�1 11-11-��=1 �I„j �� _ '✓� . , .. vvvvvvvvvvvvvvvvvvvvvvvvvv I SIT II -........11= —11 • vvvvv vVVVvvvvvvvvvvvvvvvvv - i r . vvv •vvvvv vvvvvvvv•n a 111 �—II••'I II 1� _..ITTSII III III i�--��77 rlllfi — XPANSION JOINT HANDRAIL CENTERED IN WALL/CURB NEW STAIR HANDRAIL: SHOP FABRICATED, HOT DIPPED GALV. SCHED 40 STEEL, 1.9", AND SHOP PAINTED. (MATCH EXISTING PIPE SIZE, DETAILING, DIMENSIONS, AND FORM) RELOCATED WITH: WATERPROOF SEALANT ALL ALONG TOP. ALL :;ALONG BETWEEN NEW CONCRETE AND NEW WALL. EXISTING STAIR HANDRAIL NEW STAIRS (EXTENSION OF EXISTING STAIRS 36” EXISTING CONCRETE STEPS 5'r0" vvvvvvV v v v v v V V v v V V V V V V VVVVV vvv'vvvvvV:vvvvvvvvvvvvvvvvvv vvpvvpvv7vvvvv - .. 11 11_11 1 I I.-- FI.. -1f "_ II 1 1 1T I I —11 I I I II T1I 11„-11 T,— RAMP— �_ II lllrlr I. III 11 21_O11 vvvvvvvv vvv ivvvvvvvvvvvvvvvvvvvvv a-11 11 u u vvvvvv Vvvvvvvv.vvvvv TT vvvvvvv . ' a—n 11n III u—ITS—J1 -1�J1 111 II-I—III�I� .� I 11 ISI I I—I 11 I- i i_i i i i i T 111—I I �� � �—�-„ , RAMP - LENGTHWISE SECTION HANDRAIL: 1.9" DIA. SCHED. 40 STEEL PIPE RAILS AND POSTS. ONE PIECE, FIELD MEASURE PRIOR TO FABRICATION. HOT DIP GALVANIZE AND SHOP PAINT. PAINT WITH (1) COAT OF PRIMER AND (2) COATS OF FINISH TO MATCH EXISTING. GALV. SURFACE SHALL BE SMOOTH AND CLEAN PRIOR TO PAINTING TOP OF EDGE CURB RAMP SURFACE SOIL FINISH GRADE FINISH SURFACE OF EXISTING WALK (IN FRONT / TO EAST OF RAMP) BOTTOM OF RAMP NEW WALK AT BOTTOM OF RAM POST CONCRETE FOOTING: EXTENDS 6" BEYOND FACE OF POST ALL AROUND. WHERE POSTS SIT IN EDGE CURBS THE WIDENED FOOTING ONLY EXTEND ON THE RAMP SIZE, BELOW THE CURB. 1 11=21_011 7?--itv\AiT rttiv\ \Mv ove, i r AW/ 111 5,-0 5'-0" #4 REBAR (CONTINUOUS) 3" CLEAR #4 REBAR: 6" FROM EACH EDGE. 3" CLEAR RELOCATED EXISTING HANDRAIL NEW STAIR SIDE WALL: MATCH EXISTING AND EXTEN BACK (WEST) INTO RAMP SIDE WALL. SURFACE TO MATCH EXISTING WALL SAW CUT LINE (COLD JOINT. TOOL TO MAKE SMOOTH AND STRAIGHT AS A 1/8" WIDE SCORE LINE) EXISTING STAIR SIDE WALL 5'-0" RAMP - EAST E L EVAT I O N vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvv° 00.,VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV VG' V• V V V V V V _ v v V v• V vvvvv vvvvvv vvvvv vvvvvv vvvvv CONC. FOOTING 6" ALL AROUND THE POST (TYP.) TOP OF FOOTING SET AT 4" BELOW FINISH SURFACE OF NEW CONCRETE AT EAST FACE OF WALL. BECAUSE CONCRETE SLOPES DOWN FROM WEST TO EAST THIS DEPTH WILL INCREASE WEST TO EAST. NEW CONCRETE TO THICKEN TO BRING BOTTOM TO TOP OF FOOTING #4 REBAR: CONTINUOUS (TYPICAL) #4 REBAR AT 12" ON CENTER (MAX.) 4"±(EXTENDS TO EDGE OF CONCRETE SAW CUT) EXISTING LANDING EXISTING GRAVEL BASE EXISTING SUB -GRADE OR COMPACTED FILL. DO NOT WEAKEN, DISTURB, OR DAMAGE EXISTING CONCRETE AND BASE MATERIAL • REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2013 City of Tukwila BUILDING DIVISION EXPOSED FACE OF NEW RAMP SIDE WALL. ALL EXPOSED VERTICAL SURFACES SHALL HAVE A SMOOTH SACK FINISH. ALL HOLES SHALL BE FILLED PRIOR TO SACKING. COMPACTED SUB -GRADE: GRANULAR OR UNDISTURBED ACCEPTABLE SUB -GRADE. (SUB -GRADE TO BE ACCEPTABLE IT MUST BE FREE OF ALL ORGANIC MATTER AND CAPABLE OF BEING SUITABLY COMPACTED TO 95% RELATIVE MAX. DENSITY). 1 5,-0" 111=T- 5' -O" II1i111111. VVVVV V V V VVVVVVVVVVV V V V VVVV7VVVVVVV V V VVVVVVVVVVVV V VV II 11 II. ,1-11 11 II11. 11 •II n.. II.1I-1. NEW CONC. STAIRS: MATCH EXISTING 5'-0" -11 —III- III —I 1I- 5'-0" .. j �..II1II i1-" I liI*i•,IIiIIIliI .117-111-1 I I --II 5-0" vvvv v -:• v vv vvvvv vvvv 11 IP11 11 11- JI y11 11 1 _�— I LI—I SII—SLI— Ili I 1= 1 III=I I L—I CIT I�111� "ECEIVED OF TUKWIL PR 1 6 2013 PERMIT CENTER RAM -SIDE HANDRAI RAM SIDE CURB NEW STAIR HANDRAI EXISTING (1.9" 0.D) RELOCATED EXISTING HANDRAIL: TOUCH U NEEDED NEW STAIRS: MATCH EXISTING SAW CUT LINE (COLD -JOINT) EXISTING STAIRS. L: CENTER ON TO MATCH STAIR ° PAINT AS DO NOT DISTURB OR WEAKEN EXISTING CONCRETE AND BASE MATERIALS. PAVEMENT CONCRETE COMPACTED GRAVEL BASE OWNER Tukwila School District #406 4540 S. 144TH St. Tukwila, Washington 98168 MURASE Associates LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 2712 N Mississippi Avenue Portland, Oregon 97227 P. 503.242.1477 F. 503.295.0942 J ov (0 0 11.1 O 0O V) L.L. _ O I 00 py U J acn g oU 00U 4C REVISIONS DATE STAMP -410 STATS PF is WASHIMG'foN REGISTFRD ANOSO PE',;AcOAITEC'T,1,,. TIL: C�4tIP1CkTp Ntt 960 DATE ApriI 2013 SUBMITTAL DRAWN BY: jdp CHECKED BY: Mt MURASE NO.: 1301 SCALE: as noted SHEET TITLE Construction Details SHEET NO. L-2.02 FACE OF BUILDING - EXP. JOINT WITH WATERPOOF SEALANT ALL ALONG TOP CONC. PAVING: LIGHT BROOM FINISH C0 N) HANDRAILS ON BOTH SIDES: CENTER IN WALL/CURB. SCHED. 40 STEEL, 1.9"O.D. HOT DIPPED GALVANIZED AFTER SHOP FABIRCATION. SHOP FINISHED TO MATCH EXISTING TOP EDGES OF CURBS TO HAVE 1/2" RADIUS ALL ALONG BOTH SIDES CONTINUOUS EXPANSION JOINT WITH WATERPROOF SEALANT ALL ALONG TOP. COLOR TO MATCH CONCRETE RAMP CONC.: LIGHT BROOM FINISH 4,-3" • O • 4 'v VVVVVV v v v v v v v V VV VVV v VVVV VVV vvvvv v vvvvvv 7 C7 C7 C7 C7 77 III 1 1- 1 - v v 44; e o. =l�bvv = v v ., 117L4L4 vvvvvv vvvvvv �I=vvvvvv 1111111 111111111 8" a a • •a Ate...- q' e 4 V V V V V V ti v v ti li a P ..d• O a •vvvvv7vvvvvvvvvvvvvvvv 1!--.4-17\777Y-4-#4 vv o#4 REBAR: CONTINUOUS v v 7 (TYPICAL) ' v 0 `. 7 V V 41 7 °-99.9 TOP OF FOOTING RAMP EDGE CURB STAIR SIDE EDGE WALL: FACE AND FORM TO MATCH EXISTING ° ' • o ". #4 REBAR ® 12" ON 7 o , •° : .4.a CENTER (TYP.) • • o a vvv a 1 7 0 • .37v V v V V V V V v v 7 v v 7 V JVVV .a .4 . 4 •aa p 4 v VVVVVV v VVVVVVVVVVVV v v v ;4 vvvvv o•• vvv' v vvvvvvvvvvvvvvvvvvvvvv"vvv III 111 III I I l l 1 l l l I, 1 II l II 1 ,III ,-III-- I 11 111/1111 1111I I -I y 1 1 1-I I I -I 11-I 8" RAMP - CROSS SECTION • 4 a. 4 XP. JOINT WITH WATERPROOF SEALANT CONC. PAVEMENT • I.• 0 . • A • 4 • 7vvv vvvv 7vvq1� vvvvvvvV vvvvv 1_1 VVVVVVVVVV v v C 1=7:111111:111-;--1-1 8" VARIES 6" 1 1"- -0" Specification Notes 1. CONTACT THE UTILITY LOCATION SERVICE AND HAVE ALL UNDERGROUND UTILITIES IN THE WORK AREA LOCATED AND MARKED PRIOR TO BEGINNING WORK. 2. PRESERVE AND PROTECT ALL EXISTING UTILITIES AND OTHER UNDERGROUND IMPROVEMENTS. 3. PRIOR TO BEGINNING WORK TOUR SITE WITH OWNER AND REVIEW WORK SCHEDULE, LOCATION AND MEANS OF ISOLATING THE WORK AREA, MATERIAL STORAGE AND ON SITE PARKING LOCATIONS AND FEATURES, WORK SCHEDULE, AND OTHER PROJECT PARTICULARS. 4. WORK OF THIS CONTRACT, EXCEPT FOR PLANTING, SHALL BE COMPLETE PRIOR TO AUGUST 23rd. PLANTING AND LAWN WORK SHALL BE DELAYED UNTIL OCTOBER 1st. AND SHALL BE COMPLETED BY OCTOBER 15th. PLANTING AND LAWN AREAS SHALL BE COVERED WITH A 2" DEEP LAYER OF ORGANIC MATERIAL BETWEEN AUGUST 23rd AND UNTIL PLANT AND LAWN INSTALLATION. THIS ORGANIC MATERIAL SHALL BE TILLED INTO THE GROUND PRIOR TO PLANT AND LAWN INSTALLATION. 5. EROSION CONTROL: PROVIDE ALL JURISDICTIONALLY REQUIRED EROSION CONTROL MEASURES. PROVIDE TEMPORARY SEDIMENT COLLECTION BAG IN CATCH BASINS AS WELL AS 'BIO -BAGS' AROUND ALL DOWN HILL CATCH BASINS. PROVIDE ALL OTHER TEMPORARY MEASURES AND MATERIALS AS REQUIRED. CLEAN UP AS NEEDED TO KEEP DRAINAGE FUNCTIONING. CLEAN UP AND REMOVE TEMPORARY MATERIALS AND DEBRIS AT THE COMPLETION OF LAWN AND PLANT INSTALLATION ACCEPTANCE. 6. PROVIDE A 6 FOOT TALL TEMPORARY CHAIN LINK CONSTRUCTION FENCE, WITH TEMPORARY BASES, AROUND WORK AND STORAGE AREAS. MAINTAIN IN-PLACE AND IN GOOD CONDITION AT ALL TIMES. 7. PROVIDE SECURITY FOR WORK, WORK AREAS, AND MATERIALS AT ALL TIMES FROM THE BEGINNING OF WORK UNTIL THE END OF CONSTRUCTION. MAINTAINING A SAFE WORK PLACE, SITE SAFETY, AND SECURING WORK AND MATERIALS AS RELATED TO WORK OF THIS CONTRACT IS THE CONTRACTOR'S RESPONSIBILITY. 8. REMOVE ALL DEMOLITION MATERIAL AND DEBRIS. DISPOSE OF OFF SITE. RECYCLE MATERIALS AS POSSIBLE. 7. KEEP WORK AREA AND SITE CLEAN AND FREE OF CONSTRUCTION DEBRIS AT ALL TIMES. PROVIDE CLEAN UP AS NEEDED. 8. SAW CUTTING SHALL BE DONE USING 'WET -SAW' TO PREVENT CREATION OF ALL CUTTING DUST. WHERE OTHER ACTIVITIES MAY CREATE DUST, KEEP AREA AND MATERIALS WETTED DOWN TO ELIMINATE WIND CARRIED DUST. DO NOT ALLOW SOIL AND DUST LADEN WATER TO ENTER STORM PIPING. PROVIDE BARRIER, COLLECTION, AND CONTAINERIZED REMOVAL AS NEEDED. 9. HANDRAILS: PROVIDE AS INDICATED. ALL HANDRAILS SHALL BE SCHEDULE 40 STEEL. MAKE FIELD MEASUREMENTS OF COMPLETED CONCRETE WORK TO DETERMINE EXACT DIMENSIONS FOR RAILINGS PRIOR TO FABRICATION. SHOP FABRICATE RAILINGS AS SINGLE UNITS AS INDICATED. HOT DIP GALVANIZE CLEANED AND FULLY FABRICATED ASSEMBLIES. PROVIDE SHOP FINISH OF ONE COAT OF METAL PRIMER AND (2) COATS OF FINISH PAINT TO MATCH EXISTING RAILS. PAINT USED BY OWNER IS A SHERWIN WILLIAMS "Sher -Color" DIRECT TO METAL EXTERIOR SEMI -GLOSS ALKYD. PAINT. SAMPLE CAN SHALL BE OBTAINED FROM OWNER TO ATTAIN COLOR MIX AND MATCH. SURFACE OF FINISHED AND INSTALLED RAILS SHALL BE CLEAN, SMOOTH, UNIFORM, AND FREE OF ALL MARKINGS AND MARRING. WORK AND MATERIALS SHALL COMPLY WITH ASTM A53, A123, A384, A385, AND D2092, AND NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS "PIPE RAILING MANUAL, INCLUDING ROUND TUBE". Specification Notes (continued) 10. CONCRETE SHALL BE PRE -MIXED TRUCK DELIVERED, STANDARD GREY COLOR TO MATCH EXISTING STAIRS. STRENGTH SHALL BE 3,500 PSI MIX, MEETING RELEVANT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) DIVISION 5-01 AND 5-05. 11. ALL EXPOSED VERTICAL SURFACES SHALL BE SMOOTH SACK FINISHED CONCRETE WITH ALL HOLES FILLED, AND WITH A UNIFORM COLOR AND SURFACE. 12. STAIRS AND HORIZONTAL SURFACES AT ENTRY SHALL MATCH EXISTING. RAMP SURFACE SHALL BE BROOM FINISHED WITH BROOM LINES PERPENDICULAR TO LONG AXIS OF RAMP. 13. FINISH SURFACE GRADES OF THE FLATWORK WILL HAVE TO BE DETERMINED IN THE FIELD. REVIEW SPOT ELEVATIONS AND FINISH SURFACE SLOPES WITH OWNER. PRIOR TO DOING FINAL FORM WORK COMPLETION REVIEW FINISH WITH OWNER FOR FINAL APPROVAL. 14. PROVIDE ALL IMPROVEMENTS TRUE TO DIMENSIONS AND DETAILS. RAIL POSTS SHALL BE INSTALLED PLUMB. MAXIMUM AGGREGATE VARIANCE FROM DIMENSION AND LOCATION IS 1/4". THERE SHALL BE NO VARIANCE WHICH WILL RESULT IN NON-COMPLIANT IMPROVEMENTS. 15. ALL PAVEMENT SURFACES SHALL BE SMOOTH, FREELY DRAINING, AND FREE OF HIGH AND LOW SPOTS. 16. PLANTING AREAS SHALL BE GRADED SMOOTH AND SLOPED TO DRAIN. SOIL SHALL BE MADE FIRM AND EVENLY GRADED. FINISH GRADE OF LAWNS SHALL BE SET 1/2" BELOW FINISH SURFACE OF ADJACENT PAVEMENTS. FINISH GRADE OF PLANTING BEDS SHALL BE SET 3" BELOW FINISH SURFACE OF ADJACENT PAVEMENTS. 17. PROVIDE A 2" DEPTH OF SETTLED MULCH OVER ALL SHRUB/GROUND COVER PLANTING BEDS. 18. PROVIDE TOP QUALITY PLANTS WHICH ARE FREE OF ALL DISEASE, WEEDS, AND DEFECTS. PLANTS SHALL BE WELL FORMED, BALANCED, AND MEETING OR EXCEEDING THE INDICATED SIZES. PLANTS SHALL COMPLY WITH OR EXCEED RELEVANT "AMERICAN NURSERY STANDARDS Z-60". PROVIDE INDICATED PLANT MATERIALS. NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT FULL EXPLORATION OF ALL WHOLESALE AND RETAIL SOURCES IN WESTERN OREGON, WASHINGTON, AND BRITISH COLUMBIA. SUBSTITUTIONS WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL BY OREGON. 19. PROVIDE FULL MAINTENANCE OF ALL PLANTS FROM INSTALLATION AND UNTIL AT LEAST 30 DAYS AFTER INSTALLATION APPROVAL. KEEP ALL AREAS WEED FREE, SMOOTH, AND WITH THE FULL DEPTH OF MULCH. 20. PROVIDE SODDED LAWN FULLY COVERING INDICATED AREAS AND ANY AREAS OF LAWN 'DISTURBED BEYOND THE AREA INDICATED. ACCEPTABLE LAWN SHALL BE WELL ROOTED INTO GROUND, HAVE A UNIFORM RICH GREEN COLOR, AND HAVE NO BARE . AREAS OR GAPS. 21. ALL WORK SHALL BE COMPLETE AND ACCEPTED BY OWNER TO ATTAIN FINAL ACCEPTANCE AND BE ELIGIBLE FOR FINAL PAYMENT. REVIEWED FOR CODE PR®VEPJNCE AP APR 2 2 2013 City of Tukwila BUILDING DIVISION b tea57-10 RECEIVED CITY OF TUKWILA APR 16 2013 PERMIT CENTER OWNER Tukwila School District #406 4540 S. 144TH St. Tukwila, Washington 98168 MURASE Associates LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 2712 N Mississippi Avenue Portland, Oregon 97227 P. 503.242.1477 F. 503.295.0942 REVISIONS DATE STAMP STATE,; OF WASHINGTON REG STEREL GSGAPE: A `GHITECr : QZ1V1FIGJ4T1~:!N4,: DATE April 2013 SUBMITTAL DRAWN BY: jdp CHECKED BY: Mt MURASE NO.: 1301 SCALE: as noted SHEET TITLE Construction Details and Spec. Notes SHEET NO. L-2.03 LAWN 10 (1) VIBURNUM BODNANTENSE 10 5 Gallon; 48" Klin. Height (100) 'KING ALFRED' DAFFODILS BULBS, PLANT TWICE HEIGHT BELOW FINISH GRADE (1) JAPANESE STEWARTIA U STEWARTIA PSUEDOCAMELLIA 2 in Caliper, Single Trunk (2) VIBURNUM BURKWOODI 1..0 5 Gallon; 48" Min. Height (1) CHINESE WITCH HAZEL 10 HAMEMELIS i. PRIMAVERA 60" Height (139)CREEPING BRAMBLE 10 RUBUS CALYCINIODES 4" POTS ®' 18" ON CENTER (28)CREEPING BRAMBLE() RUBUS CALYCINIODES 4" POTS ® 18" ON CENTER (1)VIBURNUM BURKIIVOODI 10 5 Gallon, 48" Min. Height (1) JAPANESE STEWARTIA 10 STEWARTIA PSUEDOCAMELLIA 2 1/2" CALIPER, Single Trunk (17) VARIEGATED BOXWOODv BUXUS S. VARIEGATA 18" Height and Spread, Full and Dense Foliage (7) VARIEGATED BOXWOOD BUXUS S. VARIEGATA 18" Height and Spread, Full and Dense Foliage (6) OTTO LUYKEN LAUREL PRUNUS L. 'OTTO LUYKEN' 30" Height and Spread LAWN 10 ® LANDSCAPE NOTES: 10 PROVIDE A 6 INCH DEEP LAYER (FULLY SETTLED) OF PRE—BLENDED AMENDED TOPSOIL OVER NEW LAWN AREAS. REMOVE EXISTING SOIL AS NEEDED PROVIDE UNIFORMLY SLOPING SMOOTH FINISH GRADE FROM BUILDING TO BACK OF WALK. FINISH GRADE SHALL BE SET 3" BELOW FINISH SURFACE OF WALK. SOIL SHALL BE A BLEND OF (3) PARTS SANDY LOAM SOIL AND (1) ORGANIC COMPOST. SOIL SHALL BE FREE OF ALL STONE, WEEDS, WOOD, CLAY, DEBRI, AND OTHER EXTRANEOUS MATERIAL, 100% OF THE SOIL SHALL BE ABLE TO PASS A #8 SCREEN AND NO MORS THAN 10% SHALL PASS THE #200 SCREEN. THE ORGANIC MATERIALS SHALL BE FULLY COMPOSTED, CHEMICALLY STABLE, AND FREE OF ALL STONE, WEEDS, WOOD, TRASH, DEBRIS, AND ALL OTHER EXTRANEOUS MATERIALS. THE COMPONENTS SHALL BE THOROUGHLY BLENDED TO FORM A UNIFORM MATERIAL PRIOR TO PLACEMENT. 1 7) =10' 0" (at full scale) • PLACE BLENDED SOIL OVER ALL NEW LAWN AREAS, RAKE TO MAKE SMOOTH AND ROLL TO MAKE FIRM. PROVIDE A 4" DEEP LAYER OF WEED AND ROCK FREE ORGANIC AMENDMENT OVERE NEW SHRUB/GROUND COVER BEDS. TILL INTO EXISTING SOIL TO FORM A UNIFORM BLEND AT LEAST 12" DEEP. AFTER BLENDING RAKE AREA SMOOTH WITH SUFACE SLOPED FROM WEST TO EASH. FINISH GRADE OF SOIL SHALL BE 3" BELOW FINISH SURFACE OF WALK. PROVIDE A 3 INCH DEEP LAYER OF MEDIUM TO FINE GROUND HEMLOCK BARK AS MULCH OVER ALL SHURB/GOUND COVER BEDS. AN EXISTING 1 3 MAINLINE IS LOCATED 20 FEET SOUTH OF LOCATION OF THIS NOTE FLAG. HAND EXCAVATE AS NEEDED AND MAKE A WATER "T" CONNECTION FOR NEW PIPING SHOWN ON THIS PLAN PROVIDE 1 3" SCHEDULE 40 PVC NEW MAILINE. REPAIR LAWN DISTURBEB BY INSTALLATION. TOP OF PIPE SHALL BE SET 18" BELOW FINISH GRADE. BACK FILL THE TRENCH WITH BLENDED TOPSOIL (SEE NOTE #1). REMOVE EXCAVATED SOIL AND DISPOSE OF OFF SITE. PROVIDE AN IN—LINE 1 3" BRASS BALL VALVE AS AN ISOLATION VALVE 24" NORTH OF CONNECTION POINT TO EXISTING MAINLINE. PROVIDE RAINBIRD 33DNP QUICK COUPLER IN VALVE BOX AS DETAILED PROVIDE MANUAL WATERING OF ALL PLANTS AND LAWN FROM INSTALLATION AND FOR A PERIOD OF AT LEAST 60 DAYS OR UNTIL NOVEMBER First, WHICH EVER COMES FIRST. LAWN TO BE SOD. INSTALL SMOOTH, WITH TIGHT JOINTS, WITH FULL CONTACT TO THE PREPARED SUB—SOIL. RUN LAWN ROLLER OVER THE INSTALLED SOD TO ASSURE FULL CONTACT WITH THE SOIL BELOW.. SOIL SHALL BE MOIST WHEN SOIL IS PLACED. WATER TO KEEP MOIST UNTIL FULLY ROOTED. TOP OF SOD TO BE SET 1/2" BELOW ADJACENT PAVEMENT SURFACE. PROVIDE ESTABLISHMENT MAINTENANCE FROM INSTALLATION UNTIL OCTOBER 30TH. WATER AS NEEDED TO KEEP PLANTS AND LAWN WELL WATERED AND FREE OF ANY STRESS RELATED TO LACK OF WATER. NO PLANT WILT IS ACCEPTABLE. DO NOT CREATE SOGGY CONDITIONS. KEEP ALL AREAS WEED FREE. IRRIGATION AND PLANTING PLAN QUICK COUPLER TRACING WIRE FINISH GRADE MAINLINE PIPE Quick Coupler 10" ROUND VALVE BOX: SET TOP 1/2" ABOVE FINISH GRADE IN LAWN AND 2" ABOVE FINISH GRADE IN BEDS. #4 REBAR: 24" LONG; SECURE TO QUICK COUPLER WITH SS SCREW TIGHTENING BAND CLAMP 2X4X8 BRICK: (4) PER BOX; SCHED. 80 PVC NIPPLE 1" SCHED. 80 PVC SWING JOINT ASSEMBLY PEA GRAVEL TWICE THE DIAMETER OF THE ROOT BALL. Shrub Planting SET SHRUB PLUMB AND AT CENTER OF HOLE. SET TOP OF ROOT BALL 1" ABOVE FIN. GRADE. MULCH: 3" DEEP.; PULL AWAY FROM BASE OF PLANT BLENDED AMENDED SOIL SUBGRADE ROOTBALL (3) 2" X 2" X 8' WOOD STAKES EQUALLY SPACED OUTSIDE ROOTBALL 2/3 HEIGHT OF TREE ABOVE GRADE 30" (min) ROOTBALL SET 1" ABOVE SURROUNDING GRADE. IA iii' flj#1 Il014i 4 TWICE THE DIAMETER OF THE ROOT BALL. Tree Planting TOP OF MULCH _ 'SON 10" ROUND VALVE 4111( i, FINISH GRADE (TOP OF SOIL) E , ; ��� �ISCHEDULE 40 PVC PIPE. > > • LENGTH AS REQUIRED. NOTCH z J z J ��� �� BOTTOM TO PROVIDE 2" w j 'I CLEARANCE ABOVE AND 1" ,,Li SOI CLEARANCE ON SIDES OF op � N O ��� 4 MAINLINE. `-- (i) O © $4 BRASS, LINE SIZE, BALL VALVE MAINLINE PIPE iii I -AM Mil A44�A -O_ FINISH GRADE BOX WITH GREEN LID. 12X12X2 PRE—CAST CONC. BASE SUPPORT Isolation Valve SET BASE SUPPORT ON FIRM MATERIAL PLANT CENTER "—EDGE OF PLANT BED, CURB WALK, FENCE OR WALL S = SPACING ON CENTER(O.C.) AS SHOWN ON PLANS Ground Cover Layout S UNLESS OTHERWISE SPECIFIED "GROW STRAIGHT" TREE TIES GALV STEEL WIRE; LOOSE TO ALLOW 4" OF MOVEMENT IN ALL DIRECTIONS STAPLE WIRE TO STAKE MULCH: 3" DEEP (KEEP MULCH CLEAR OF TRUNK BASE) FINISH GRADE CUT AND REMOVE TWINE, BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL AFTER IN PLACE IN HOLE. ROOTBALL BLENDED AMENDED SOIL FIRM AND FULLY SETTLED REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2013 City of Tukwila BUILDING DIVISION Irl RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER OWNER Tukwila School District #406 4540 S. 144TH St. Tukwila, Washington 98168 MURASAssociaE LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 2712 N Mississippi Avenue Portland, Oregon 97227 P. 503.242.1477 F. 503.295.0942 REVISIONS DATE STAMP :::::::STA'J: WASH' N FQN [AF1'il'SGAPE A;bNIY. tir CES cnrff�" ;�F: DATE April 2013 SUBMITTAL DRAWN BY: jdp CHECKED BY: Mt MURASE NO.: 1301 SCALE: 1"=1 01-0" SHEET TITLE Irrigation and Planting Plan and Details SHEET NO, L-3.00