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Permit D13-038 - GRAINGER INC - TENANT IMPROVEMENT
GRAINGER INC 6725 TODD BL D13-038 City okukwila • 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 Parcel No.: 7888900060 Address: 6725 TODD BL TUKW Suite No: Project Name: GRAINGER INC DEVELOPMENT PERMIT Permit Number: D13-038 Issue Date: 09/27/2013 Permit Expires On: 03/26/2014 Owner: Name: GRAINGER W W INC Address: C/O MARVIN F POER & CO , 18818 TELLER AVE STE 277 92612 Contact Person: Name: HOLLI DORR Address: 4009 BANISTER LN, SUITE 215 , AUSTIN TX 78704 Contractor: Name: FANTASTIC CONCRETE LLC Address: 8016 64 DR NE #A , MARYSVILLE WA 98270 Contractor License No: FANTACL880CN Lender: Name: SELF FUNDED - GRAINGER INC Address: Phone: 512-448-1400 Phone: 425 623-3108 Expiration Date: 02/15/2014 DESCRIPTION OF WORK: CONSTRUCT NEW ADA COMPLIANT RAMP WITH HANDRAILS Value of Construction: $35,000.00 Fees Collected: $1,278.02 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-038 Printed: 09-27-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: 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: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: f Date: I hereby certify that I have read and governing this work will be complie The granting of this permit does not p construction or the performance of wor to this permit. xami with, sum Public: Non -Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. Signature: to give authority to violate or cancel the provisions of any other state or local laws regulating m authorized to sign and obtain this development permit and agree to the conditions attached Print Name: feD12i CW 1 61 141 - Date: I— ` ' 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: 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 D13-038 Printed: 09-27-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ,V \—U 3.6 Project No. Date Application Accepted: ).--s-1 _ t 3 Date Application Expires: g— \1,5 (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 Address: (725 16, Todd 31 Jct Tenant Name: W W e rat r (ljer, King Co Assessor's Tax No.: 7088 go-- coati Suite Number: Floor: New Tenant: ❑ Yes .. No PROPER OWNER YI /TY Name: v W G r finer-� T- ,1n Address: ix G Y-Q.� Y `l�j✓,ei. Park w rl q City: Lake - r LiState: I L Ziip4J j�� Co(904-5 CONTACT PERSON — person receiving all project communication Name: HoW Dom Address: /1 p07- rG- i L� H P/ I inn 0 AV 4 7c ui� City: /t 1 A l4 E' I� State: J� Zip: i zoo Phone: 1 4 `7O1 . q-oo Fax: 7/ ti, 7o C - I'' 6 Email: hat i V h 61 ( l Co, Y) et GENERAL CONTRACTOR INFORMATION Company Name: Engineer Name: �/ p (P°J. h a w Ph d, Company Name: v1/ t City:011,ei n.en ne,State: `l,y Zip: $ 2.061Phone: Address: Architect Name: City: State: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: vie Setec-Ke& a. -F *hGs, -B4/6_,> H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: /.3 e n i veer I IOGI Engineer Name: �/ p (P°J. h a w Ph d, Company Name: v1/ t City:011,ei n.en ne,State: `l,y Zip: $ 2.061Phone: 3077_ 524 . s x: Architect Name: Address: State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: /.3 e n i veer I IOGI Engineer Name: �/ p (P°J. h a w Ph d, Address: k -j l b Cap "i+Di R* v1/ t City:011,ei n.en ne,State: `l,y Zip: $ 2.061Phone: 3077_ 524 . s x: Email: .bas11can e K- en q U r.' COkr) LENDER/BOND ISSUED' (required for projects $5,000 or greater per RCW 19.27.095) Name: 1/ its c �V Address: City: State: Zip: Pv r FP bold ivl dbes vo- 1� aVF a Lei -e r and coin s+r bi W (1 l ' Q u y I 'C ! Page 1 of 4 er ;rlaYleed \ vb • BUILDING PERMIT INFORMATION — 206=431-3670 Valuation of Project (contractor's bid price): $ 35 tO 0 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ lnQ,w actt_ ra n -i p a d? /AO vid sou l S Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: Floor area of accessory 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: 3 Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ii1/01 ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 fl/ ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.doca Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2"d Floor 3rd 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 ft): Floor area of principal dwelling: Floor area of accessory 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: 3 Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ii1/01 ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 fl/ ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.doca Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): ad& roLmP> oeto hand,fc615, re -5 -tripe prkan5 Ion 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 ❑ .. Renton ❑ .. 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) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(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 ❑ Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone O .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water 31 ❑ ...Permanent Water Meter Size... >>WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size »WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.1 l.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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: Print Name: 0 C trt771 Mailing Address: 4007 E. 1,0, Palma A #765 H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 2- /3 Day Telephone: '714- 761- ' / 4-ov avahem1 cia $o•7 City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 7888900060 Address: 6725 TODD BL TUKW Suite No: Applicant: GRAINGER INC RECEIPT Permit Number: D13-038 Status: APPROVED Applied Date: 02/01/2013 Issue Date: Receipt No.: R13-02759 Initials: User ID: JEM 1165 Payment Amount: $63.00 Payment Date: 09/27/2013 01:41 PM Balance: $0.00 Payee: HOLLISTER CONSTRUCTION COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40115 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 Printed: 09-27-2013 • �J,�� 1t "'qs City of Tukwila /`4%�yti 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 Parcel No.: 7888900060 Address: 6725 TODD BL TUKW Suite No: Applicant: GRAINGER INC RECEIPT Permit Number: D13-038 Status: PENDING Applied Date: 02/01/2013 Issue Date: Receipt No.: R13-00682 Payment Amount: $1,215.02 Initials: WER Payment Date: 02/01/2013 11:52 AM User ID: 1655 Balance: $0.00 Payee: IOLLI DORR TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 22939G ACCOUNT ITEM LIST: Description 1,215.02 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,215.02 733.65 476.87 4.50 Printed: 02-01-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _ (206) 431-367 Permit Inspection Request Line (206) 431-2451 -038 Projec :Type \ r PA --1 AlGic, Ins ection: � p � , tJh0.... 2)v. tD,‘ 16 Address: Called: _ Ti(ate n ` 2) ��!� `_'' v3 Special Instructions:'-. A -../Ii 1 v2�`� Date Wanted:: -2X-I3 a.m. , , Requester: Pfi neN Corrections required prior to approval. Approved per applicable codes. COMMENTS: i.f en1: 60'1-1 /J O - Y ti Insoector: Date: ZS' - a pZS'- REINSPECTION FEE REQUI-REb. Prior to next inspection, fee must be paid at 6300 Southc ner Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D!3 —03$ PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro ect:.- Type of. Inspection: M 4 6 4) Address: /� s.—__ Lri1 10D6 E(U4 Date Called: J�,� in ,_____It- AA f )n Spe ial Instructions: � , L� 11thAj ( / t ��i .,If Date Wanted 0 , n ''a.m. � Requester: Pho(�ne /4�No: �j 3 00407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q (yty. `Q- J 'v I4ispector: Date: I REINSPECTION FEE R U RED Prior to next inspection, fee must be paid at 6300 Southcenter Blvd; uite 100. Call to schedule reinspection: SITEWO W.W. GRA FILE COPY Permit No.O3$ Q1 Pl°f r ,view approval is subject to errors and omissions. kr. ..., r. f construction documents does �not authol ze tic L, ....�._'r i! of any adoptedcode oordinance. Rsceipt L ;roved F' Copy and • L r 1 :/ is admowledged: By Ndite- Date:v 41—a1-13 City Of lbkwlla BUILDING DIVISI rne,a,5 < PLA\S E0� \CI -R SHA\C GRMNGER BRANCH LOCATION 6725 S. TODD BLVD. TUKWILA, WA 98188 DECEMBER 31, 201 VICINITY MAPS TO TUKW LA p=r's";!a Building Division. i '1= ens will require a new plan submittal end may include additional plan review fees. PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE FOLLOWING ARCHITECTURAL SITE PLAN IMPROVEMENTS. 1 INSTALLATION OF NEW ADA ACCESS RAMP, ADA CURB RAMP, THREE ADA PARKING SPACES, ADA 2. INSTALLATION OF NEW ENTRY LANDING HANDRAILS AND NEW ADA RAMP HANDRAILS. 3. INSTALLATION AND PATCHING OF ASPHALT PAVEMENT IN T�HPEA LOCATOINOCF NEW ADA PARKNG. C 5. INCREASE WIDTH OF SOUTH ENTRYWAYS LOCATEDJALONG'OLYMPIC AVE. 6. INSTALLATION OF A NEW TRASH BIN. BUILDING OCCUPANCY CLASSIFICATIONS `-REV. JUNE 26, 2013 WAREHOUSE S-1 MODERATE HAZARD STORAGE SHOWROOM S-1 MODERATE HAZARD STORAGE OFFICE ANCILLARY USE • BUILDING DING TYPE OF CONSTRUCTION REVISION NO bv5...05 9 CONCRETE TILT -UP, SLAB GRADE PLANNING APPROVED s No changes can be made.to these plans without approval from the 2 Planning Division of DCD auk Approved By: Date: (31-1`k - PERMIT IT RIQUiRED FOR: iOnlechanical ®'electrical GNAGi��TE SIDEWA K. reEkas Piping , : s Tukwila :f:si DIVISION 8/9/13 OWNER/ CONSULTANTS OWNER: W.W. Grainger, Inc. 100 Grainger Parkway Lake Forest, IL 60045 847.535.0609 CONSTRUCTION MANAGEMENT: Hollister Construction Co. 4887 East La Palma Ave. #705 Anaheim, CA 92807 Contact: Holli Dorr 714.701.1401 Ex. 229 CIVIL ENGINEER: KB Engineering, LLC 1716 Capitol Ave. Cheyenne, WY 82001 Contact: Kim Basham, PE 307.635.7240 Work 303.324.8469 Cell Emai: kbasham@kbengllc.com UTILITY PROVIDERS WATER/SEWER: Department of Community Development, Building Division 6300 Southcenter Bltr�., MEWED FOR Tukwila, WA 98188 CODE COMPLIAN( Phone: 206.431.3670 Fax: 206.431.3665 APPROVED email: building@Tukwlawa.gov PUBLIC WORKS: SEP 1 % 2013 Public Works Administ- tion 6300 Southcenter BIv11- 4 Tukwila, WA 98188 City of Tukwila Phone: 206.433.0179 BUILDING DIVISIC Fax: 206.431.3665 E N email: publicworks@Tukwilawa.gov DIG ALERT: National Call Before You Dig: 811 INDEX OF DRAWINGS C1.0 COVER SHEET C2.0 GENERAL NOTES C2.1 GENERAL NOTES C3.0 SITE PLAN C4.0 DEMOLITION PLAN C4.1 ENLARGED DEMOLITION PLAN C5.0 REHABILITATION PLAN C5.1 ENLARGED REHABILITATION PLAN C6.0 STRIPING PLAN D-1 ADA DETAILS RECEIVED D-2 ADA DETAIICITY OF TUKWILA D-3 DETAILS AUG 1 6 2013 PERMIT CENTER Hollister Construction 4887 EAST LA PH: 714.701.140W 44( J Company PALMA AVE. 5705, ANAHEIM, CA 92807 FAX: 714.701,1518 RECEIVE° AU6 20 2013 CO Tvm11- • PUBLIC WOR 2 12g 6725 S. TODD BLVD. TUKWILU PHONE: 520.745.8200 COVER SHEET DATE: 12.31.13 REVISIONS: DATE COMMENTS: 8/28/1YTRAFT1C ISLAND. ADA RAMP & TRASH BIN COVER SHEET Kc SHEET: C1 .0 GENERAL NOTES A. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, AND QUANTITIES IN THE FIELD PRIOR TO BIDDING, FABRICATING, INSTALLING ANY MATERIALS, OR COMMENCEMENT OF ANY WORK. START OF WORK SHALL CONSTITUTE ACCEPTANCE OF QUANTITIES INDICATED. ANY DISCREPANCIES BETWEEN INFORMATION SHOWN ON THESE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO HOLLISTER CONSTRUCTION COMPANY AT (714) 701-1400. B. IT IS OF PRIMARY CONCERN THAT THE FACILITY REMAINS OPERATIONAL DURING THE COURSE OF THE WORK. AMPLE ON-SITE CUSTOMER PARKING AND ACCESS TO THE FRONT ENTRANCE AND THE LOADING DOCKS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL AND/OR PERFORM THE WORK IN PHASES TO ACCOMPLISH THIS OBJECTIVE. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF TUKWILA, WASHINGTON STATE BUILDING CODE (WHICH INCLUDES THE INTERNATIONAL BUILDING CODE, INTERNATIONAL RESIDENTIAL CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL FIRE CODE, UNIFORM PLUMBING CODE AND EACH OF THE RELATED STANDARDS AND STATE AMENDMENTS) AND WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AS REFERENCED IN THESE NOTES. CONTRACTOR SHALL OBSERVE THE SCOPE OF WORK, CONTROL OF WORK, CONTROL OF MATERIALS, LEGAL RELATIONS, AND RESPONSIBILITY TO THE PUBLIC. D. CONTRACTOR SHALL ENSURE THAT ALL WORK TO BE PERFORMED MEETS THE HIGHEST LEVEL ENFORCED BY THE CURRENT LOCAL, STATE AND FEDERAL AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, DEPARTMENT OF JUSTICE TITLES II AND III FACILITIES (2004 ADAAG) AND AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). E. ALL WORK SHALL BE COORDINATED WITH HOLLISTER CONSTRUCTION COMPANY. F. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED BY STATE OR MUNICIPAL CODE PRIOR TO START OF WORK. G. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ANY INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE BY THE CITY AND/OR GRAINGER. H. CONTRACTOR SHALL NOTIFY NATIONAL CALL BEFORE YOU DIG (811) AND PROVIDE WRITTEN DOCUMENTATION OF CLEARANCE TO OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND POLLUTION CONTROL MEASURES AS REQUIRED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON. I. ANY EXISTING CURB, GUTTER, PAVEMENT, SIDEWALK OR OTHER ELEMENTS THAT IS DAMAGED SHALL BE REPAIRED OR REPLACED AT THE DIRECTION OF THE ENGINEER AND/OR HOLLISTER CONSTRUCTION COMPANY. J. FAILURE TO DETECT DEFECTIVE WORK OR MATERIAL SHALL NOT PREVENT LATER REJECTION IF DEFECTS ARE DISCOVERED, NOR SHALL IT CONSTITUTE FINAL ACCEPTANCE BY THE ENGINEER, GRAINGER OR HOLLISTER CONSTRUCTION COMPANY. K. CONTRACTOR SHALL MAINTAIN AT LEAST ONE COPY OF THE APPROVED PLANS, SPECIFICATIONS AND STANDARDS ON THE JOB SITE AT ALL TIMES. WORK TO BE PERFORMED SHALL INCLUDE THE FOLLOWING FOR DEMOLITION PLANS, SEE SHEETS C3.0 AND C3.1. A. REMOVE EXITING TREES AND SHRUBS ADJACENT TO THE NORTH STAIRWAY. CAP IRRIGATION PIPING. B. REMOVE EXISTING PORTLAND CEMENT CONCRETE (PCC) SIDEWALK ALONG NORTH SIDE OF BUILDING AS REQUIRED TO INSTALL THE ADA RAMP AND ADA CURB RAMP. C. REMOVE EXISTING ASPHALT PAVEMENT AS REQUIRED TO INSTALL THE NEW ADA CURB RAMP AND ADA PARKING. D. SHORTEN SOUTH TRAFFIC ISLAND ALONG OLYMPIC AVE. BY 4'-0" EACH END. REMOVE CURB/GUTTER E. ANM VE A�EXISGINS NEEDED. RAILS AT MAIN ENTRY LANDING AND STAIRS. ( F. REMOVE EXISTING TRASH BI . REV. JUNE 26, 2013 G. M ADArSIAIPING AND ADA SYMBOLS. FOR REHABILITATION PLANS, SEE SHEETS C4.0 AND C4.01. H. INSTALL NEW PCC ENTRY LANDING EXTENSION USING A TIED CONSTRUCTION JOINT WITH EPDXIED RE NFORCEMEN .I. I ' ST L CC DA tO PLIAM NT RAMP: 6" HIC (S. .G WITH #4@8'' 08 C.B.W. OR 4X4-W12XW12 WWF ON COMPACT FILL MATERIAL. INCLUDE AN INTERMEDIATE LANDING AS SHOWN WITH A MINIMUM LENGTH OF 60 INCHES AND A MAXIMUM RUNNING AND CROSS SLOPES OF 2%. NOTE, RAMP DIMENSIONS ARE BASED ON A TOTAL RAMP HEIGHT OF 36". IF RAMP HEIGHT EXCEEDS 36", EXTEND RAMP LENGTH TO J. `-� REV. JUNE K. INSTALL NEW 4" PCC SIDEWALK AND CURB/GUTTER TO MATCH EXISTING CURB/GUTTER. L. INSTALL NEW ASPHALT ON RECOMPACTED AGGREGATE BASE COURSE AS REQUIRED AND AS SHOWN IN THE PLANS AND DETAILS. M. INSTALL NEW CURB/GUTTER TO MATCH EXISTING FOR SOUTH TRAFFIC ISLAND ALONG OLYMPIC AVE. N. �VALSJAL N S RI IN€VY 4DA COMPLIANT HERE OLD ADA PARKING WAS LOCATED. P. INSTALL NEW TRASH BIN. REV. JUNE 26, 2013 IN N TED ACCESSIBILITY SIGNAGE AS SHOWN ON THE PLANS AND DETAILS. OTHER WORK SHOWN ON THE PLANS BUT NOT SPECIFICALLY LISTED IN THIS SECTION ARE CONSIDERED INCIDENTAL AND SHALL BE PERFORMED AS SHOWN ON THE PLANS AND DETAILS. ENSURE A MAXIMUM RUNNING SLOPE OF 8%. MATERIAL REQUIREMENTS A. ALL MATERIALS SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE WASHINGTON STATE BUILDING CODE AND WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SELECTIVE DEMOLITION A. CONTRACTOR SHALL REMOVE SELECTED AREAS OF EXISTING ASPHALT PAVEMENT, PCC CURB AND GUTTER, PCC SIDEWALKS, AGGREGATE BASE COURSE, AND SUBGRADE, AS REQUIRED. B. REMOVED MATERIALS SHALL BE IMMEDIATELY HAULED OFF SITE AND LEGALLY DISPOSED OF OR IF SUITABLE, RECYCLED. REFUSE MATERIALS MAY NOT BE STOCKPILED OR OTHERWISE STORED ON SITE. C. MATERIALS THAT ARE TO BE REMOVED AND REINSTALLED SHALL BE OBSERVED AND EVALUATED BY THE ENGINEER OR HIS/HER AUTHORIZED REPRESENTATIVE. IF THE MATERIALS ARE DETERMINED TO BE SUITABLE FOR REUSE, THE MATERIALS SHALL BE STOCKPILED AT A LOCATION DESIGNATED BY GRAINGER AND HOLLISTER CONSTRUCTION COMPANY FOR THAT PURPOSE. SUBGRADE AND AGGREGATE BASE COURSE PREPARATION A. CONTRACTOR SHALL SCARIFY, MOISTEN OR DRY AS REQUIRED, AND RECOMPACT THE EXPOSED SUBGRADE SOIL TO A DEPTH OF AT LEAST 10 INCHES. THE SUBGRADE SHALL PROVIDE A FIRM, NON -YIELDING BASE PRIOR TO PLACEMENT OF ANY PAVEMENT MATERIALS. B. CONTRACTOR SHALL PROOFROLL THE PREPARED SUBGRADE IN LIGHT AND HEAVY DUTY FULL DEPTH PAVEMENT RECONSTRUCTION AREAS WITH RUBBER -TIRED CONSTRUCTION EQUIPMENT HAVING A MINIMUM GROSS LOAD OF 25 TONS. IF REQUIRED, PROOFROLL SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR HIS/HER AUTHORIZED REPRESENTATIVE. C. IF THE SUBGRADE IS NOT STABLE (THAT IS, EXHIBITS PUMPING OR RUTTING DURING PROOFROLLING) DUE TO HIGH MOISTURE CONTENT, THE CONTRACTOR SHALL DISC AND AERATE ALL AREA OF SUBGRADE TO A DEPTH OF AT LEAST 12 INCHES BELOW DESIGN SUBGRADE AND TO WITHIN +1- 2 POINTS OF OPTIMUM MOISTURE CONTENT AT NO ADDITIONAL COST TO OWNER. UPON COMPLETION OF DISCING AND AERATING, CONTRACTOR SHALL REGRADE AND RECOMPACT THE SUBGRADE MATERIAL TO A MINIMUM OF 95% OF THE MAXIMUM LABORATORY DRY DENSITY (ASTM D1557 OR THE MODIFIED PROCTOR COMPACTION TEST METHOD). D. IF AFTER REWORKING THE SUBGRADE TO WITHIN +/- 2 POINTS OF OPTIMUM MOISTURE CONTENT THE SUBGRADE IS STILL UNSTABLE OR IS DETERMINED UNSUITABLE BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUT SOFT, UNSTABLE AREAS TO AN ELEVATION OF STABLE SUBGRADE. THE VERTICAL SURFACES OF ALL UNDERCUTS SHALL BE SLOPED AT A RATIO OF 1 HORIZONTAL TO 1 VERTICAL. UNDERCUT AREAS SHALL BE FILLED TO THE PROPOSED TOP OF SUBGRADE ELEVATION BY THE PLACEMENT AND COMPACTION OF WELL -GRADED AGGREGATE BASE COURSE MATERIAL WITH NO MORE THAN 8 PERCENT PASSING THE NO. 200 SIEVE AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM LABORATORY DRY DENSITY (ASTM D1557). E. CONTRACTOR SHALL INSTALL A SEPARATION GEOTEXTILE FABRIC ON THE PREPARED SUBGRADE A F. BENEATH THE AGGREGATE BASE COURSE. THE GEOTEXTILE SHALL BE US 250 WOVEN GEOTEXTILE US FABRICS, INC. [USFABRICSINC.COM] OR AN EQUIVALENT THAT SATISFIES THE REQUIREMENTS OF GEOTEXTILE CLASS 2 ACCORDING TO AASHTO M-288-06 STANDARD SPECIFICATION FOR GEOTEXTIL SPECIFICATION FOR HIGHWAY APPLICATIONS. GEOTEXTILE SHALL BE LAID SMOOTH WITHOUT WRINKLES OR FOLDS ON THE PREPARED SUBGRADE IN THE DIRECTION OF CONSTRUCTION TRAFFIC ADJACENT GEOTEXTILE ROLLS SHALL BE OVERLAPPED A MINIMUM OF 18 INCHES. INSTALL GEOT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE AGGREGATE BASE MATE SHALL BE PLACED BY END DUMPING ONTO THE GEOTEXTILE FROM THE EDGE OF THE GEOTEXTILE OVER PREVIOUSLY PLACED AGGREGATE BASE. CONSTRUCTION VEHICLES SHALL NOT BE ALLOWE DIRECTLY ON THE GEOTEXTILE. AGGREGATE BASE COURSE SHALL BE WELL -GRADED MATERIAL, MEETING THE REQUIREMENTS FO AGGREGATE BASE AS SPECIFIED BY THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRI AND MUNICIPAL CONSTRUCTION OR AS SHOWN IN THE TABLE BELOW. THE BASE COURSE SHALL B PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM LABORATORY DRY DENSITY (ASTM D1557 OR THE MODIFIED PROCTOR COMPACTION TEST METHOD). WHEN HAND-HELD COMPACTION EQUIPMENT IS USED, THE MAXIMUM LOOSE UFT THICKNESS SHALL BE 5 INCHES. AGGREGATE BASE COURSE SIEVE SIZE PERCENT PASSING, BY DRY WEIGHT REVIEWED FOR BODE COMPLIANC APPROVED LE L SEP 17 2013 BUILDNila G DIof VISIO 1" 100 314" 90 TO 100 1/4" 45 TO 75 N0.200 2 TO 20 PLASTICITY INDEX ='5 MAX. SUM OF P1 AND PERCENT PASSING 200 SHOULD BE AT LEAST 5 2SU 26, 0 CONTRACTOR SHALLSUBMIT A COPY OF THE PROPOSED AGGREGATE BASE MATERIAL TO THE ENGINEER FOR REVIEW. ASPHALT CONCRETE RECEIVED CITY OF TUKWILA AUG 1 6 2013 PERMIT CENTER A. CONTRACTOR SHALL SUBMIT A COPY OF THE PROPOSED ASPHALT MIX DESIGNS TO THE ENGINEER FOR REVIEW. MIXTURES SHALL BE IN CONFORMANCE WITH THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. CONTRACTOR SHALL CONSTRUCT NEW PLANT -MIXED ASPHALT IN CONFORMANCE WITH WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. B. CONTRACTOR SHALL APPLY PRIME COAT TO THE SURFACES OF EXISTING AND RECOMPACTED AGGREGATE BASE COURSE IN CONFORMANCE WITH THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. E Hollister Construction 4887 EAST LA PH: 714.701.1400/ Company PALMA AVE. 5705, ANAHEIM. CA 92807 FAX: 714.701.1516 Cp WA / F o Rso Oie 1 SS,ONALOG 8/9/13 F- CO V) how 22. C ! Wrn 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 GENERAL NOTE: DATE: 12.31.13 REVISIONS: DATE COMMENTS: 8/28/19TRAFFlC ISLAND, ADA RAMP & TRASH BPI GENERAL NOTES SHEET: C2.0 PORTLAND CEMENT CONCRETE A. CONTRACTOR SHALL SUBMIT A COPY OF THE PROPOSED MIX DESIGN(S) TO THE ENGINEER FOR REVIEW. PORTLAND CEMENT CONCRETE AND CONCRETE MATERIALS SHALL BE IN CONFORMANCE WITH THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. ALL EXTERIOR PORTLAND CEMENT CONCRETE SHALL HAVE THE FOLLOWING: 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4,500 PSI. 2. MAXIMUM 0.45 WATER TO CEMENTITIOUS MATERIAL RATIO. 3. TOTAL AIR CONTENT SHALL BE BETWEEN 4.5 AND 7.5 PERCENT WHEN THE NOMINAL MAXIMUM AGGREGATE SIZE IS 1/2 INCH OR BETWEEN 4.0 AND 7.0 PERCENT WHEN THE NOMINAL MAXIMUM AGGREGATE SIZE IS 3/4 INCH. THE MAXIMUM CONCRETE SLUMP SHALL BE 4 INCHES. THE USE OF WATER -REDUCING, OTHER CHEMICAL ADMIXTURES AND SUPPLEMENTARY CEMENTITIOUS MATERIALS IS ACCEPTABLE. NOMINAL MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 1/3 OF THE SPECIFIED PAVEMENT OR SLAB THICKNESS. B. CONCRETE SHALL BE DISCHARGED FROM THE TRUCK AND PLACED WITHIN 90 MINUTES OF WATER BEING INTRODUCED TO THE CONCRETE MIX AT THE PLANT. ONE SLUMP ADJUSTMENT IS ALLOWED ONSITE; HOWEVER, THE MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO SHALL NOT BE EXCEEDED. CONCRETE RETEMPERING IS FORBIDDEN. CONCRETE BATCH TICKETS SHALL SHOW THE AMOUNT OF WATER (GALLONS) THAT CAN BE ADDED PER LOAD OF CONCRETE SO THE MAXIMUM WATER TO CEMENTITIOUS RATIO IS NOT EXCEEDED. C. CONTRACTOR SHALL CONSTRUCT NEW PCC PAVEMENT IN CONFORMANCE WITH WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. PAVEMENT THICKNESS SHALL BE 6 INCHES WITH A PLUS 1/2 INCH AND MINUS '/ INCH TOLERANCE. AT CONSTRUCTION JOINTS, INCREASE PAVEMENT THICKNESS A MINIMUM OF 20% BUT NOT LESS THAN 2 INCHES AND TAPER TO THE DESIGN THICKNESS IN 6 FT. APPLY A BROOM FINISH TEXTURE TO PRODUCE A SKID -RESISTANT SURFACE AND UNIFORM APPEARANCE. BROOM ALL AREAS OF A PANEL IN THE SAME DIRECTION AND CORRUGATIONS SHALL BE BETWEEN 1/16 TO 18 INCH DEEP. THE CONTRACTOR SHALL USE SUPPORTS (CONCRETE BLOCKS, STEEL OR PLASTIC CHAIRS) TO HOLD REINFORCEMENT IN THE CORRECT POSITION. D. OPTIONAL LOAD TRANSFER DEVICES: AT GRAINGER'S REQUEST, INSTALL LOAD TRANSFER DEVICES AT THE CONSTRUCTION JOINT BETWEEN THE NEW PCC PAVEMENT AND EXISTING PCC LOADING DOCK PAVEMENT AS SHOWN IN THE PLANS AND DETAILS. DRILL HOLES INTO EXPOSED FACE OF EXISTING PAVEMENT AT MID -SLAB DEPTH AND USE A HIGH -VISCOSITY EPDXY TO ANCHOR PNA'S (1/4 INCH X 14 INCH) SQUARE DOWELS WITH CLIPS (3/16 INCH WIDE FOAM ON BOTH SIDES). DOWEL SPACING (CENTER TO CENTER) SHALL BE 12 INCHES AND INSTALL DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. [PNA CONSTRUCTION TECHNOLOGIES (WWW.PNA-INC.COM (800) 542-02141 E. CONTRACTOR SHALL CONSTRUCT NEW PCC SIDEWALKS AND HANDICAP RAMPS IN CONFORMANCE WITH THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, EXCEPT USE (4,500 PSI) CONCRETE AS SPECIFIED ABOVE. PCC FLATWORK SHALL BE PLACED AND FINISHED IN CONFORMANCE WITH THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. THE CONTRACTOR SHALL USE SUPPORTS (CONCRETE BLOCKS, STEEL OR PLASTIC CHAIRS) TO HOLD REINFORCEMENT IN THE CORRECT POSITION. APPLY A BROOM FINISH TEXTURE TO PRODUCE A SLIP -RESISTANT SURFACE AND UNIFORM APPEARANCE. F. CONTRACTOR SHALL SAWCUT CONTRACTION JOINTS AT A MAXIMUM SPACING OF 25 TIMES THE THICKNESS OF THE SLAB UP TO AN ABSOLUTE MAXIMUM SPACING OF 15 FEET. THE LENGTH OF A PANEL SHOULD NOT BE MORE THAN 25% GREATER THAN ITS WIDTH. SAWCUT DEPTHS SHALL BE AT LEAST 1/4 OF THE SLAB THICKNESS FOR A CONVENTIONAL WET -CUT SAW AND 1'/4INCH t'/4 INCH FOR AN EARLY -ENTRY SAW. G. CONTRACTOR SHALL SUBMIT A JOINT LAYOUT SHOWING LOCATION OF SAWCUT CONTRACTION AND CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW. H. INSTALL ISOLATION JOINTS (WITH 'A INCH ISOLATION JOINT FILLER) WHERE PAVEMENT OR SLABS ABUTS BUILDINGS, FOUNDATIONS, PAVEMENT, MANHOLES AND OTHER FIXED OBJECTS. EXTEND ISOLATION JOINT FILLER FULL DEPTH OF PAVEMENT OR SLAB. I. EDGE TOP SURFACE EDGES TO A RADIUS OF 1/4 INCH. J. APPLY CURING COMPOUND IMMEDIATELY AFTER FINAL SURFACE TEXTURE HAS BEEN OBTAINED AND WATER SHEEN HAS DISAPPEARED. USE A MEMBRANE -FORMING CURING COMPOUND COMPLYING WITH ASTM C 309, TYPE 2, CLASS A. APPLY CURING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. K. SEAL PAVEMENT JOINTS WITH A SILICONE JOINT SEALANT CONFORMING TO THE REQUIREMENTS OF THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND APPLY SEALANT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. L. DO NOT OPEN PCC PAVEMENT TO TRAFFIC UNTIL THE IN-PLACE COMPRESSIVE STRENGTH IS AT LEAST 3,000 PSI. PAVEMENT ELEVATIONS AND DRAINAGE A. CONTRACTOR SHALL CONSTRUCT NEW PAVEMENT TO PROPERLY AND POSITIVELY DRAIN WITH A MINIMUM 1% OR 1/8 INCH PER FOOT SLOPE. A 2% OR'/4 INCH SLOPE IS RECOMMENDED WHENEVER POSSIBLE. CONTRACTOR SHALL DETERMINE AND/OR FIELD -VERIFY PROPOSED PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS PRIOR TO CONSTRUCTION AS REQUIRED TO MAINTAIN DRAINAGE PATTERNS AND TO PROVIDE FOR POSITIVE DRAINAGE. B. IN ANY DIRECTION, THE GAP BELOW A 10 FT UNLEVELED STRAIGHTEDGE RESISTING ON HIGH SPOTS SHALL NOT EXCEED 1/2 INCH. LANDSCAPE AREAS ALL LANDSCAPE AREAS WHICH ARE TO REMAIN AND ARE AFFECTED BY THE CONSTRUCTION SHALL BE RESTORED TO THEIR PRE-EXISTING CONDITION UPON COMPLETION OF THE WORK AT NO ADDITIONAL COST TO THE OWNER. STRIPING, PAVEMENT MARKINGS AND/OR PAINTING A. CONTRACTOR SHALL PROVIDE NEW LATEX PAINT MATERIAL AND SHALL CONFORM TO THE WSDOT 2006 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. STRIPING SHALL BE AS SHOWN ON THE PLANS AND DETAILS AND COLOR SHALL BE WHITE (2 COATS WITH A MINIMUM THICKNESS OF 125 MILS), WHITE STRIPING IS SPECIFIED FOR ALL ACCESSIBILITY AREAS (2 COATS WITH A MINIMUM THICKNESS OF 125 MILS), TO MEET LOCAL AND FEDERAL ACCESSIBILITY CODES. SEE STRIPING PLAN FOR LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF ANY OVERSPRAY. PROTECTION A. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING STRUCTURES. ALL CONSTRUCTION MATERIAL SPILLS SHALL BE REMOVED AS WORK PROGRESSES AT NO COST TO OWNER. B. CONTRACTOR SHALL PROTECT ALL MATERIALS, IN -PROGRESS WORK, AND FINISHED WORK FROM DAMAGE. C. CONTRACTOR SHA I L PROVIDE TRAFFIC CONTROL DURING CONSTRUCTION TO PREVENT VEHICLES AND PEDESTRIANS FROM ENTERING THE AREAS OF WORK. QUALITY CONTROL A. CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL OF THE WORK. INSPECTION AND TESTING BY THE ENGINEER OR THE OWNER'S TESTING AGENCY ARE SOLELY AT THE DISCRETION OF THE OWNER, AND IN NOWAY RELIEVE THE CONTRACTOR OF SOLE RESPONSIBILITY FOR MAINTAINING A QUALITY CONTROL PROGRAM AND MEETING PROJECT SPECIFICATIONS. B. CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORK PERSONNEL WHO ARE THOROUGHLY TRAINED, QUALIFIED, AND EXPERIENCED IN THE NECESSARY CRAFT AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. C. CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPERVISION, PLANNING, SCHEDULING, COORDINATION, INSPECTION, TESTING, AND CONTROL TO PERFORM THE WORK. TESTING LABORATORY SERVICES A. THE OWNER MAY EMPLOY AN INDEPENDENT TESTING CONSULTANT TO OBSERVE THE CONSTRUCTION AND TO TEST MATERIALS DURING PAVEMENT REHABILITATION WORK. CONTRACTOR SHALL NOTIFY OWNER'S TESTING CONSULTANT A MINIMUM OF 24 HOURS IN ADVANCE OF ANY OPERATION REQUIRING OWNER'S TESTING CONSULTANT TO CONDUCT FIELD OBSERVATIONS AND TESTING. B. FIELD OBSERVATIONS AND TESTING MAY INCLUDE, BUT NOT BE LIMITED TO: 1. REMOVAL OF ASPHALT CONCRETE, PCC SIDEWALK AND PAVEMENT, AGGREGATE BASE COURSE, AND SUBGRADE IN SELECTED AREAS. 2. OBSERVE PROOFROLL OF SUBGRADE. 3. INSTALLATION AND/OR COMPACTION OF EXISTING AND/OR NEW AGGREGATE BASE COURSE, t CONCRETE PAVEMENT AND PCC SIDEWALK AND PAVEMENT, PADS, STAIRS, AND HANDICAP AI RAMP. 4. STRIPING CLEANING REVIEWED FOR WOE COMPLIANCE APPROVED SEP 17 2013 A. CONTRACTOR SHALL MAINTAIN AREAS FREE FROM ACCUMULATIONS OF WASTE, DEBRIS, AND RUBBISH CAUSED BY CONTRACTOR OPERATIONS. B. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION -RELATED DEBRIS FROM AREAS OUTSIDE HE url/ of Tukwila OF THE CONTRACTOR'S WORK AREA ON A DAILY BASIS. �l.DING DIVISION C. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL WASTE DEBRIS, SOIL, AND RUBBISH AT DUM OFF OWNER'S PROPERTY. JOB SITE SAFETY CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF JOB SITE SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, CAUTION AROUND EQUIPMENT AND VEHICLES, EQUIPMENT SAFETY, TRAFFIC CONTROL, AND SECURITY. WARRANTY RECEIVED THE OWNER SHALL BE PROVIDED WITH A TWO (2) YEAR MAINTENANCE FREE WARRANTY ON THE ITY OF TU K W I L A MATERIALS AND WORKMANSHIP OF THE MATERIALS INSTALLED UNDER THIS CONTRACT. SPECIFICALL , THE PAVEMENT SHALL BE FREE OF PONDING AND CRACKING DEFECTS. THE WARRANTY TIME SPAN SHALL BEGIN ON THE DATE THE OWNER'S PROJECT REPRESENTATIVE INDICATES FINAL ACCEPTANCE OF THE PAVEMENT. THE WARRANTY SHALL BE EXECUTED BY THE CONTRACTOR. THE WARRANTY SHALL BE SUBMITTED BEFORE OR WITH THE CONTRACTOR'S FINAL NOTICE OF COMPLETION AND REQUEST FOR PAYMENT. i PERMIT CENTER AUG 1 6 2013 HoHister Construction 4887 EAST LA PH: 714.701.14001 Company PALMA AVE. #705, ANAHEIM, CA 92807 FAX 714.701.1518 D. B / � s7 110 4.4,4442 0s, `f a �SsG�ONAL�� 8/9/13 D F CO LO Nom 28 1 rn ceg GRAINGE 6725 S. TODD BLVD. TUKWIL PHONE: 520.745.8200 GENERAL NOTES DATE: 12.31..12 REVISIONS: DATE COMMENTS: 8/28/19TR1FF1C ISLAND. ADA RAMP de TRASH BIN GENERAL NOTES SHEET: C2.1 0 0 FIRE HYDRANT BOULEVARD 0 0 0 F- 20' EASEMENT FOR RAILROAD TRACKS 13' EASEMENT FOR UTILITIES AND SPUR TRACKS 446.0' 0 0 Nl U) — w— o — a— a N O FIRE HYDRANT ASPHALT PAVEMENT U U —<— N SQUARE FOOTAGE SUMMARY LOT SIZE: 1,258,802 SF BUILDING: 58,995 SF OFFICES: 6,99$ SF SALES FLOOR: 7,000 SF WAREHOUSE: 45,000 SF STANDARD PARKING SPACES: 70 ADA PARKING SPACES: 2 oTOTAL PARKING SPACES 72 50.32' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 17 2013 City of Tukwila BUILDINq DIVISION I I I 6 SPACE 10 SPACES I I I I`'v" ASPHALT PAVEMENT 21 SPS I I I 7 SPACES I I 396.0'. OLYMPIC AVENUE SOUTH 7 ISPi C ASPHALT PAVEMENT 1 SPAC N —Li U —< CL _U) O C) N RECEIVED CITY OF TUKWILA AUG 162013 PERMIT CENTER ° FIRE HYDRANT Hollister Construction 4887 EAST LA PH: 714.701.1400/ Company PALMA AVE. #705, ANAHEIM, FAX: 714.701.1518 • 10 g4b/STObq W esr s'r1ONALO CA 92807 8/9/13 D CO him gc0) Q W � 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 SITE PLAN DATE: 12.31.12 REVISIONS: DATE COMMENTS: 8/28/1 ISLAND. AOA RAMP & TRASH 981 SITE PLAN SHEET: C3.0 TODD BOULEVARD ASPHALT PAVEMENT J 10 z SPACE'S LANDSCAPE LEGEND: AREA TO REMOVE AREA TO REMOVE AND REPLACE CONCRETE AREA TO REMOVE AND REPLACE ASPHALT AS NEEDED KEY NOTES: 0 REMOVE EXISTING TREES AND SHRUBS. CAP IRRIGATION PIPING. 02 REMOVE EXISTING CONCRETE SIDEWALK. 0 REMOVE EXISTING ASPHALT PAVEMENT AS NEEDED. 0 REMOVE EXISTING HANDRAIL AT MAIN ENTRY LANDING AND STAIRS 05 REMOVE EXISTING ADA STRIPING, SYMBOLS, AND PARKING r O6 MODIFY LANDSCAPE IN PLANTER AS REQUIRED. REMOVE CURB/GUTTER TO SHORTEN ISLAND BY 4'-0" EACH END AA REMOVE EXISTING DURI 7IOT ON AND REHABILITATION, CONT RAC CTOR SHALL MAINTAIN DURING BUSINESS HOURS APPROPRIATE AND SAFE ACCESS TO THE FRONT DOOR. V. JUNE 26, 2013 REV. JUNE 26, 2013 OLYMPIC AVENUE SOUTH ASPHALT PAVEMENT 45'-0' 42'-0' REVIEWED FOR CODE COMPLIANCE • APPROVED SEP 17 2013 City of Tukwila BUILDING DIVISION - REV.AIteel M3 CITY OF TUKWILA AU6 1 6 2013 PERMIT CENTER %•"4=m"'"m! 0' 10' 25' 50' 100' Holtister Construction Company 4887 EAST LA PALMA AVE. 6705, ANAHEIM, CA 92807 PH: 714.701.1400/ FAX: 714.701.1516 ,O.!Ms. oe '1i ,.SSVONALG� 8/9/13 D F- M LO hem EcO)rn W� z 6725 S. TODD BLVL PHONE: 520.745.82 DEMOLITION DATE: 12.31.12 REVISIONS: DATECOMMENTS: 6/28/1 C ISLAND. ADA RAMP & TRASH DIN DEMOLITION PLAN SHEET: C4.0 ASPHALT PAVEMENT 79'-0" EXISTING SIDEWALK AND CURB EXISTING ENTRY LANDING PLANTER PLANTER 7 SPACES EXISTING CONC. WALK RAMP REVIEWEp OR CODE COMPLIANCE APPROVED SEP 17 2013 CONCRETE LOADING DO KEY NOTES: 0 REMOVE EXISTING TREES AND SHRUBS. CAP IRRIGATION PIPING. 0 REMOVE EXISTING CONCRETE SIDEWALK. 0 REMOVE EXISTING ASPHALT PAVEMENT AS NEEDED. 0 REMOVE ALL EXIST. HANDRAILS AT MAIN ENTRY LANDING AND STAIRS. 0 REMOVE EXISTING ADA STRIPING, SYMBOLS, AND PARKING STRIPING (SEE SHEET C4.0). LEGEND: AREA TO REMOVE AREA TO REMOVE AND REPLACE CONCRETE AREA TO REMOVE AND REPLACE ASPHALT AS NEEDED DURING DEMOLITION AND REHABILITATION, CONTRACTOR SHALL MAINTAIN DURING BUSINESS HOURS APPROPRIATE AND SAFE ACCESS TO THE FRONT DOOR. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 6 2013 PERMIT CENTER 0' 10' 25' 50' Hollister Construction 4887 EAST LA PH: 714.701.1400/ 64( J Company PALMA AVE. #705, ANAHEIM, CA 92807 FAX: 714.701.1518 ists H R;. CA, . `r O • $ I. p0.04, 4o444r29, F SSiONA1.0- 819/13 D F- CO 2: 01 Ct ! W� z 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 DEMOLITION PL) DATE: 12.31.12 REVISIONS: DATE COMMENTS: 8/28/1 ISLAND. ADA RAMP & TRASH BIN ENLARGED DEMOLITION PLAN SHEET: C4.1 .0-.91 .0 -At 1 0 0 II_I _1IIIIIIIIIII ., 7' REV. JUNE 26, 2013 w 0 w ASPHALT PAVD/ENT • REV. JUNE 26, 2013 KEY NOTES: 0INSTALL NEW CONCRETE ENTRY LANDING EXTENSION USING TIED CONSTRUCTION JOINT. DETAIL 8/D-2 n INSTALL NEW 4'-0" CONCRETE ADA RAMP; 4" S.O.G. WITH #4 BARS AT 6" O.C.B.W. OR 4X4-W12XW12 SHEETS ON COMPACTED FILL (IF RISE OF RAMP EXCEEDS 36", AN INTERMEDIATE LANDING REQUIRED.) DETAILS 2/D-1, 8/D-2, & 7/D-3. O INSTALL NEW ADA CONCRETE CURB RAMP. DETAILS 3/D-1 & 7/D-3. 04 INSTALL NEW 4" CONCRETE SIDEWALK AND CURB. DETAIL 12/D-2 05 INSTALL NEW ASPHALT AS NEEDED. DETAIL 7/D-2 0 INSTALL NEW ADA COMPLIANT STRIPING. DETAIL 1/D-1 0 HANDRAILS - INSTALL NEW ENTRYWAY STAIRS AND ADA COMPLIANT HANDRAILS. DETAILS 2/D-3, 3/D-3 & 7/D-3. 0 INSTALL NEW STRIPING WHERE OLD ADA PARKING WAS LOCATED AND THROUGHOUT PARKING LOT. SEE SHEET C6.0. O INSTALL NEW WALL -MOUNTED ADA SIGNAGE. DETAIL 1/D-1. PATCH CONCRETE CURB H E EMOLISHED. REPAIR INSTALL 16' WIDE X 10' DEEP X 8' HIGH DUMPSTER SCREEN. SCREEN SHALL CONSIST OF CHAINLINK FENCING AND GATES WITH GREEN WEAVE INSERTS. INSTALL 7-1/2" (WIDTH) X 7-1/2" (HEIGHT) CONCRETE CURB WITH TWO #4 BARS INSIDE DUMPSTER SCREEN ON THREE SIDES TO PROTECT SCREEN. ANCHOR CONCRETE CURB TO ASPHALT WITH 3/4" DIA. GALVANIZED PIPE AND IF REQU RED FOR DRAINAGE, INSTALL 3" DIA. PVC PIPE THROUGH CURB AS NEEDED. DETAILS 11/D-3 AND 8/D-3. REV. JUNE 26, 2013 u,.....,, ___)------- 1LA REVIEWED FOR CODE COMPLIANCE APPROVED SEP 17 2013 City of Tukwila BUILDING DIVISION OLYMPIC AVENUE SOUTH -0' REV. JUNE 26, 2013 DURING DEMOLITION AND REHABILITATION, CONTRACTOR SHALL MAINTAIN DURING BUSINESS HOURS APPROPRIATE AND SAFE ACCESS TO THE FRONT DOOR. TRALD6 STAGING AREA ASPHALT PAVEMENT 44 l RECEIVED CITY OF TUKWILA AUG 1 6 2013 MIT CENTER 0' 10' 25' 50' 100' Hollister Construction 4887 EAST LA PIL•714.701.1400/ Q Company PALMA AVE. 11705. ANAHEIM, CA 92807 FAX: 714.701.1518 D. USN AS F ;-, Aa t„.%r 44�s420 eE° rie ,..voNAL0O 8/9/13 F- CO Now 2(03 1:1► 0rn Z �g W ° 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 REHABILITATION DATE: 12.31 .12 REVISIONS: DATE COMMENTS: 8/28/19TRAFRC ISlAN0. ADA RAMP & TRASH Bpi REHABILITATION PLAN SHEET: C5.0 2'-0" ASPHALT PAVEMENT 10'-0" 10'-0" 10'-0" 10'- 106'-0" 8'-0" 8'-r0" 8'-0"5'-0 '8'-0" 9'-0" 9'-0" ,, EXISTING SIDEWALK AND CURB EXISTING ENTRY LANDING PLANTER ADA HANDRAILS / 6 8% MAX. '2% MAX. 8% MAX. MAX: 5'-0 49'-6" 19' - „* * BASE ON A RAMP HT. OF 36" KEY NOTES: 0 INSTALL NEW CONCRETE ENTRY LANDING EXTENSION USING TIED CONSTRUCTION JOINT. DETAIL 8/D-2 O INSTALL NEW 4'-0" CONCRETE ADA RAMP; 4" S.O.G. WITH #4 BARS AT 6" O.C.B.W. OR 4X4-W12XW12 SHEETS ON COMPACTED FILL (IF RISE OF RAMP EXCEEDS 36", AN INTERMEDIATE LANDING REQUIRED.) DETAILS 2/D-1, 8/D-2, 7/D-3. 03 INSTALL NEW ADA CONCRETE CURB RAMP. DETAILS 3/D-1 & 7/D-3. 04 INSTALL NEW 4" CONCRETE SIDEWALK AND CURB, DETAIL 12/D-2 0 INSTALL NEW ASPHALT AS NEEDED. DETAIL 7/D-2 0 INSTALL NEW ADA COMPLIANT STRIPING. DETAIL 1/D-1 ()HANDRAILS - INSTALL NEW ENTRYWAY STAIRS AND ADA COMPLIANT HANDRAILS. DETAILS 2/D-3 & 7/D-3. 0 INSTALL NEW STRIPING WHERE OLD ADA PARKING WAS LOCATED AND THROUGHOUT PARKING LOT. SEE SHEET C6.0. 0 INSTALL NEW WALL -MOUNTED ADA SIGNAGE. DETAIL 1/D-1, 1/D-2, 2/D-2, 3/D-3, & 3/D-2 22'-0 7 SPA REV. JUNE 26, 2013 CES AND 3 ADA SPACES WHEELSTOPS 2% Iy�IAX. 1 �1- M X. to EXIST. CONC. WALK/ �a 4'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 17 2013 City of Tukwila BUILDING DIVISION DURING DEMOLITION AND REHABILITATION, CONTRACTOR SHALL MAINTAIN DURING BUSINESS HOURS APPROPRIATE AND SAFE ACCESS TO THE FRONT DOOR. CRETE OADING RECEIVED CITY OF TUKWILA AUG 16 2013 PERMIT CENTER 0' 10' 25' 50' Holtister Construction 4887 EAST LA PH: 714.701.1400/ < 6725 S. TODD BLVD. TUKWILA, WA 98188 *• oP PHONE: 520145.8200 ao1sa m 7.• �� w 2t7 o O ENLARGED REHABILITATION PLAN SFR 74Ir 9 173 =I co LC) r...... It DATE: 12.31.12 REVISIONS: DATE COMMENTS: 8/28/131RAEFIC ISLAND. ADA RAMP & TRASH BM ENLARGED REHABILITATION PLAN SHEET: C5.1 1 29'-0 II R�IIIIIIIIIII Jj IIIIRE n I\\\\\ ‘13 91v -r- 9 J� b g III 8J 81 f Xh L WAREHOUSE ASPHALT PAVEMENT • REHABILITATION PARKING SPACE SUMMARY STANDARD PARKING SPACES: 61 ADA PARKING SPACES: 3 TOTAL PARKING SPACES 64 LANDSCAPE REVIEWED FOR CODE COMPLIANCE AP 'ROVED SEP 17 2013 City of Tukwila BUILDING DIVISION TRAILER STAGING AREA ASPHALT PAVEMENT OLYMPIC AVENUE SOUTH 91.-o. 49•-0' RECEIVED CITY OF TUKWILA AUG 1 6 2013 4Docel- PERMIT CENTER Hotlister Construction Company 4887 EAST LA PALMA AVE. 8706, ANAHEIM. CA 92807 PH: 714.701.1400/ FAX: 714.701.1518 Q i�" O4 D B� ''T, WA8 � C � f 4 •/ 1P. / .eP9.%,_ RN1 e War S'SIONALCI'G 8/8/73 F- CO LO it lci) cc g § 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 STRIPING PLAN DATE: 12.31.12 REVISIONS: DATE COMMENTS: 9/29/17 TRAFFIC ISLAND. ADA RAMP.* TRASH BIN STRIPING PLAN SHEET: C6.0 • NEW 6' WIDE CURB -s 2% MAX. SLOPE WHEELSTOPS, TYP. BEVEL EDGE REFER TO DETAIL: 4� CONCRETE ADA CURB RAMP SLOPE 8% MAX. 5-0' LEVEL LANDING 2% MAX. SLOPE 8'-0' BUILDING WALL ADA RAMP ASPHALT ---- 8'-0' REV. JUNE 26, 2013 LEVEL AREA 130 MAX. 48' MIN LEVEL AREA SLOPE 120 MAXSLOPE BEVEL EDGE AT CURB RAMP (NOT TO SCALE) (NOT TO SCALE) VAN SIG (WALL -MOUNTED) D-2 ACCESSIBLE SIGN NEW CURB 4' WIDE WHITE -8. STRIPE PAINT 12' HIGH 'NO PARKING' PAINTED WITH WHITE PAINT, STRIPING TO BE BROKEN AT LETTERING 0 PARKIN 4'-0' MIN. WHEELSTOP 5'-0"AND B'-0"RE:C5.1 4" WIDE WHIT`v ► STRIPE PAINT 36"X 36' ACCESSIBILITY SYMBOL SEE DETAIL 3/0-3 ) 4 REV. JUNE 26, 2013 NEW CURB DETAILS TO MATCH EXISTING CURB (NOT TO SCALE) ACCESSIBLE PARKING LAYOUT BEVELED EDGE AT CURB RAMP 8% MAX SLOPE TOP OF NEW 4' PCC RAMP 8X8 -W 1.4XW 1.4 SHEETS 82 4' COMPACTED AGGREGATE BASE COURSE (TYP.) EXISTING WALLS TOP OF NEW 6' PCC RAMP 6X6441.4XW1A 62 XLATION JOINT 4" COMPACTED AGGREGATE BASE COURSE (TYP.) (NOT 0 SC LE) REVIEWED FOR CODE P APPROVED SEP 11 2013 City of Tukwila BUILDING DIVISION (NOT TO SCALE 24' 24' #4BARS (18 O.C., TYP. ti 4' COMPACTED AGGREGATE BASE COURSE. FILL MATERIAL TO CLEAN. FREE DRAINING, NON -EXPANSIVE COMPACTABLE MATERIAL #4 HORZ. @ 16" O.C. #4 HORZ. © 16" O.C. J4r-Jr •k 12" k�k EXIST. BUILDING 6" PCC RAMP (UNJOINTED) #4 @6' BW OR 4X4 -W 12XW 12 1/2 EXPANSION MATERIAL BTWN. SLAB & WALL SEAL JOINT W/ APPROVED MATERIAL RECEIVED ITY OF TUKWILA AUG 1 6 2013 ERMIT CENTER (NOT TO SCALE) CONCRETE ADA CURB RAMP SECTION LANDING AND ADA RAMP SECTION Hotlister Construction 4887 EAST IA PH: 714.701.1400/ Q Company PALMA AVE. #705, ANAHEIM, CA 92807 FAX: 714.701.1516 „3,t. pvWASp � T`WWT 4 ,p 44420 O, 4'OTST o, PS'SJONAL ' 8/9/13 D F CO rirgoes. 2(0) 4t °O rn c Q 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 ADA DETAILS DATE: 12.31.12 REVISIONS: DATE COMMENTS: 8/28/I 2TRAFRC ISLAND. ADA RAMP & TRASH BIN ADA DETAILS SHEET: D-1 HANDRAIL BEYOND - - - 2' SURFACE COURSE HMA 1/2 PER - RESTORE BITUMINOUS CONC. RESTORE LANDSCAPE AREA it �--� NEW ADA SIGN WITH ADA SYMBOL DEPT. OF TRANSPORTATION. TACK COAT - 2' BINDER _ 22 1 Ig COURSE HMA 3/4' PER DEPT. OF TRANSPORTATION. PRIME 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 ADA DETAILS - REVISIONS: COAT 8' WN. AND NEW AGGREGATE COURSE TO BE RE -COMPACTED TO 95% COMMENTS: PAVEMENT. SUBGRADE BASE COURSE, 17 AND 1' THAT IS DAMAGED OR REMOVED AS A RESULT OF CURB AND GUTTER CONSTRUCTION b / Idie .(� •• rT .&' ) N/N��TE LL�NAINAnNG TAPE rout. BLOCK) j TAPE PIPERAILI-1/4'MIN.-1.12• /BASE 1 '. ' ,/._... MAX. DIA \\ X�\.\���\���o���\������\\ - - - _ , ... -..... -.-•A !•.!•....:•:.:T:.:•: �:.:.:.:•:•.•:!•:..•:•:•..;. _.... .. •�_!!� HI I WMTE-ILLUMINATMG TAPE b A VOCE (BORDER) NEW ADA VAN SIGN HANDRAIL SUPPORT ATTACHED TO ABRASIVE FREE WALL SURFACE �--!!�-! �.!!!!!!!!!!�.!!!!! 4i.,:•:•,. •N!•.! �!! ;!.-4-! .! .. .. .i_./i_.•- Vii.• *! :...! -•:•N to :._...,!.,, ..: i; is �; . is is �: •is is is i, �. is :i.. ... .i: o: i_•i: �.i:•�:i ism.. ��: $ FINISH GRADE 11T-IIAIIPII ,AI 11-11-11 II=11-1 m i r.i =1 I �_ � AT If—II—ILMI 1=111. �= =IL—ALM 11 II=II IMI r_ — I= I II 1)8' MIN. RADIUS AT EDGE 11411 1111-11MIMI#1=11— 11 II=11-11=11II 0=11 _ - I — I Ij II._T- 901 PITCH TO MATCH ADJ. PAVEMENT SLOPE SNOT TO SCALE) I. VAN ACCESSIBLE. TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE AAT TO SCALE) ,.- (AAT TO SCALE) EXISTING COMPACTED SUBGRADE SEPARATION GEOTEXTILE FABRIC (NOT TO SCALE) HANDRAIL RETURN AT WALL 10 NEW ASPHALT OVER EXISTING AGG. BASE ' CURB AND GUTTER DETAIL 4 ADA VAN WALL -MOUNTED SIGNAGE EXIST. PCC ENTRY LANDING 8' WIDE CURB ,. •>� SEALANT RESERVOIR AND _ SEALX' ISOLATION JOINT FILLER - -- TOP OF NEW 4' 4500 PSI PCC PAD 8X8-W1.4XW1A I-0' MM. VARIES MM. SAWCUT CON3TRUCTNN JT, Sy 2 -!, NEWADASIGN WITH ADA SYMBOL ME PNO•L-►1b rine MagniBL) (WyHyLL�LOCN�)i1NG TAPE f 1 U�NLL �Lq TING TAPE g` iL1CKGROUND, �_ 1-0' L L L AND SDA. BOND BREAKER SHEETS L. 4 •' ' i•. i I ' �' , SLOPE 8% (2 EMIL PLASTIC OR ROOFING FELT) 4' PCC SIDEWALK N ! _� I• • A.,�. -• �4 :.�1 ; • a.' r \`\\\:'• : = �- _ _ -� - _ _ _. . •.• �. .:. . •. ••.• �. •. -. . 1 ► . •. . . -�- MAX. • ' CROSS SLOPE: 2%MAX (UNJOINTED) ( )• .,. !T *I',;, 1....../‘,/. 1 .4 02 :=.•=.':=.i=..=': Y:; :• •hllP'" libitiii,v • • I J- n( 4' COMPACTED WHITE4LLUMllNATING TAPE FINISH GRADE % -••.............:A..:.:-.....:•.:-....!,............. .:A • 'S i....,i i" t. I ':�J-ALi:•_••. ! • ••i - • . • . • DRILL AND EPDXY (14 4' COMPACTED 04 4$ 8' BW OR B' PCC X 30' BARS 0 B. AGGREGATE BASE 4-4-W 12XW 12 (UNJOINTED) SPACING INTO EXIST. COURSE COVER 2 PCC LANDING USING HIT -RF -500 EPDXY BY HILT) OR EQUIVALENT . l ' P 8XAV'1 8.4XW1.1 RAMP SHEETS _ (NOT TO SCALE) 1= 'r AGGREGATE E3a11'=:-• • BASE COURSE (NOT TO SCALE) _ II oI. 11 � I (NP-) I n , , OR AS SHOWN ON DETAIL 4D-2 (NOT TO SCALE) CONCRETE ADA RAMP 8 NEW CONCRETE CURB AT ENTRY 5 ADA WALL -MOUNTED SIGNAGE 2 MAX CROSS SLOPE TOP OF NEW 4• 4500 PSI PCC PAD. SLAB ELEV. VARIES USE APPROPRIATE 1/4• DIA. GALV. BOLTS & ANCHORS TO ATTACH SIGNAGE tT MEL wwm011VE0 6.1 41 ,XFAIRESAN. KKR RATES IMMO roman MM. WTI IS2% MYERS wa. Ar'vuaffat . OR // LETTERING TO BEA MINIMUM*LE 1' NIGH APPROPRIATE INFORMATION MUST BEPR SSADFOR ADDRESS AND TELEPHONE NUMBER OF FORREVIEWED 1 7 2013 RECEIVED CITY OF T U K W I L A Tukwila AUG 1 6 2013 DIVISION CODE COMPLIANCE. APPROVED •a UN. 2 :a . (993-0,11.4X•14i.4XW1A SHEETS COMPANY 'LASHED ,(/ �W WHEELSTOP f SEP CURB WALK GRADE / •.•.••,,. •.••..:.-:_:::: I. I. : .::::_:• . .... LI1IMIL=11-11711E=.11.=.IL= ll= n=u-n- 1T*0=11=.1 II Il 11=11=11=11=11=11=11=11=11.--11 11: 11=11. nE=1I. " :.i:; r: City cf :' n • ,_ ° / � UILDING USE IF REQUIRED BY STATE OR LOCAL CODE l SIGNAGE MUST BE EASILY SEEN AT ALL ENTRY DRIVES TO PROPERTY OR DIRECTLY VISABLE AT EACH ADA SPACE. 4' COMPACTED AGGREGATE BASE COURSE ITYPJ AAT TO BGLE) PERMIT CENTER NOT TO SCALE) � . (NOT TO SCALE) (NOT TO SCALE) CONCRETE FLATWORK 12 SECTION AT WHEELSTOP 9 WALL MOUNTED SIGNAGE Hollister Construction 4887 EAST LA PH: 714.701.1400/ Q'N" Company PALMA AVE. #705, ANAHEIM, CA 92807 FAX 714.701.1518 OY WA TL, -.4 r' sr 'PDF ,.4'c 44420, �u �SS70NA/.O'0` 819/13 F CO 22 1 Ig 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 ADA DETAILS DATE: 12.31.12 REVISIONS: DATE COMMENTS: 15/28/1 GLAND. AW RAMP & TRASH BIN ADA DETAILS SHEET: D-2 EXIST. PCC ENTRYWAY (NOT TO RULE) ADA RAMP dill1111.411M0.. 1 °I 11°P1111' 4X LANDING BUILDING WALL • 411• ADA11111°° REV. JUNE 26, 2013 LEVEL i ACCESS AISLE MODIFY AND INSTALL NEW HANDRAIL TO CONNECT TO EXIST. HANDRAIL AT LANDING. RAILING ' MATERIAL SHALL MATCH MATERIAHANDRAILS. AND FINSH OF EXIST. HANDRAILS. SEE DETAIL NOTE 7 ON SHEET C4.1. ' Afr (NOT TO SCALE) 819/13 n F- co Lo ri........,4: rn X g • • 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 DETAILS DATE: 12.31.12 REVISIONS: DATE COMMENTS: E/25/13TRWTIC ISAIm. ADA RAMP & TRASH BIN 17 MW NOTE: X • TREAD DEPTH 0 13 RAILING MATERIEL MATCH MAERIEL FINISH OF HANDRAILS SHALL EXIST. AND NOT TO SCALE) ISOMETRIC VIEW O, NEW ADA RAMP 7 4 ADA HANDRAIL AT STAIRS 1 --„,F �' ~ ���\�`��r`r��, oa ^/� J _ '-�^ _ \ \.."-'\-. CHAIN LINK FENCE REV. JUNE 26, 2013 RAILING MATERIEL MATCH FINISH OFF HANDRAILS SHALL E EXIST. 'MINS 11‘2. IAIN14, ( +� C SWING fMTEs �E,NK WITH GREEN WEAVE GREEN 11 7-10 I #4 REBAR n T� 07 . O (2) TOP ASPHALT ) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 2013 (Ne Tukwila f BUILDING DIVISION TO SCALE) 5 -- co < OF f 314• DIA. GALV. PIPE ADA HANDRAIL r - AI 'H,IIL, (NOT TO AT RAMPS ADD HORIZONTAL PIPE GUARDS TO HANDRAILS LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF OPEN SIDE. REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN THE DIAMETER FROM WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. SCALE) 2 - AT 3" 0.C. �I.�\.,�v DUMPSTER ,� POT TO PCC CURB NOT TO SCALE) 8 SLUE) I` -- J _ INO1TTOSOXT J111 DUMPSTER SCREEN NOT TO SUIE) RECEIVED CITY OF TUKWIL AUG 1 6 2013 PERMIT CENTER (NOT TO SCALE) 14/ � NI k LI (NOT TO SCALE) 12 9 6 STD. HANDRAIL WITH PIPE GUARDS 3 Hollister Construction 4887 EAST LA PH: 714.701.1400/ Company PALMA AVE #705, ANAHEIM, CA 92807 FAX: 714.701.1518 DD. dr At r.7 15,., 4, 4440e c G/STER �SSfONALOG 819/13 n F- co Lo ri........,4: rn ct g 6725 S. TODD BLVD. TUK PHONE: 520.745.8200 DETAILS DATE: 12.31.12 REVISIONS: DATE COMMENTS: E/25/13TRWTIC ISAIm. ADA RAMP & TRASH BIN DETAILS SHEET: D-3 Brandon Miles From: Sent: To: Subject: Holli Cox <holli@hollico.net> Tuesday, September 10, 2013 4:06 PM Brandon Miles Permit D13-038 Todd & Olympic Brandon, This letter confirms our conversation today as follows: Correction to note #6 on C4.0 "All landscaping shall remain "as -is" and no landscaping shall be removed from the Olympic Av island without permission by the City of Tukwila" Holli Cox Cell (512) 993-6863 Office (512) 448-1400 Hollister Construction Company Austin, Tx C:fr.R E L L_.� 4-0 REVISION Nod._ NS --038 1 RECEIVED CITY OF TUKWILA SEP 1 0 2013 PERMIT CENTER C Department of Community Development Jack Pace, Director City of Tukwila Jim Haggerton, Mayor September 9, 2013 Holli Dor 4887 E La Palma Ave, Ste 705 Anaheim, CA 92807 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D13-038 Grainger — 6725 S Todd BI Dear Ms. Dor, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely, Jennifer Marshall Permit Technician encl File: D13-038 T:ILinks\Docs\D13-0381D13-038 Corr Ltr #1 to Rev #l.docx 6300 Southcenter Boulevard, Suite 14100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 so • PLANNING DIVISION COMMENTS DATE: September 6, 2013 PROJECT NAME: Grainger PERMIT NUMBER: D13-038 ADDRESS: 6725 Todd Blvd ZONING: C/LI STAFF: B. Miles The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Note #6 on Sheet C4 states that the existing landscaping island will be modified as needed. This is required landscaping and cannot be removed without approval from the City. Please submit the following: a. Justification for why the existing landscaping needs to be removed; and b. A plan, prepared by a landscape architect, for mitigation for removing any existing vegetation. September 9, 2013 City of Tukwila Jim Haggerton,'Mayor Department of Community Development Jack Pace, Director Holli Dor 4887 E La Palma Ave, Ste 705 Anaheim, CA 92807 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D13-038 Grainger — 6725 S Todd BI Dear Ms. Dor, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. encl File: D13-038 W:\Permit Center\Correction Letters\2013D13-038 Corr Ltr #1 to Rev #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLANNING DIVISION COMMENTS DATE: September 6, 2013 PROJECT NAME: Grainger PERMIT NUMBER: D13-038 ADDRESS: 6725 Todd Blvd ZONING: C/LI STAFF: B. Miles The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Note #6 on Sheet C4 states that the existing landscaping island will be modified as needed. This is required landscaping and cannot be removed without approval from the City. Please submit the following: a. Justification for why the existing landscaping needs to be removed; and b. A plan, prepared by a landscape architect, for mitigation for removing any existing vegetation. 08-01-2013 • City of Tukwila Jim I-Iaggerlon, Mayor Department of Community Development Jack Pace. Director HOLLI DORR 4887 E LA PALMA AV, SUITE 705 ANAHEIM CA 92807 RE: Permit Application No. D13-038 GRAINGER INC 6725 TODD BL TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 02/01/2013, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/30/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D13-038 6300 Southcenter Boulevard, Suite ## 100 • Tukwila, Washington 98188 • Phone 206-4.13670 • Fav 206-431-3665 4 06-03-2013 City• of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director HOLLI DORR 4887 E LA PALMA AV, SUITE 705 ANAHEIM CA 92807 RE: Permit Application No. D13-038 GRAINGER INC 6725 TODD BL TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 02/01/2013, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/31/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. DI3-038 6300 Southcenter Bozilevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �I►I.A►y City• of Tukwila June 25, 2013 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Holli Dorr Hollister Construction Company 4887 East La Palma Ave, Ste 705 Anaheim, CA 92807 RE: Request for Extension Development Application No. D13-038 Grainger Inc. — 6725 Todd Bl Dear Ms. Dorr, This letter is in response to your written request for an extension to Application Number D13-038. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 60 days from the date of expiration, through September 30, 2013. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Jr4° Jen if r M shall er it ec nician File: Permit No. D13-038 W:\Permit Center\Extension Letters\Applications\2013\D13-038 App Extension Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Jun. 11, 2013 4:56AM •nt2230 . No. 0457 P. 1 Hollister Construction Company June 11, 2013 Mr. Bill Rambo City of Tukwila 6300 Southcenter Blvd Suite 100 Tukwila, Wa 98188 RE: Permit # D13-038 WWG Grainger, 6725 Todd Blvd. We expect our local contractor to secure the above referenced permit prior to July 31, 2013 however we respectfully request a 60 day extension in case we are unable to award the contract by that time, Our client, WW Grainger directed us to complete minor modifications to the plans which are in process as this time, Once approved internally, we will re -submit the plans for City approval. After review and approval by the City we will secure revised bids for the project and be able to proceed wilt' the work. The work is scheduled to be completed by October 31, 2013. Hollister Construction Company 1101w) Holli Dorr President Direct line: 512-448-1400 RECEIVED CITY OF TUKWILA JUN 1 1 2013 PERMIT CENTER Ok�� � , Fkpres -7-3 i-13 (AA 00‘14-7 vet/go/3 Office (714) 701-1400 Fax (714) 701.1516 4887 East La Palma Avenue Suite 105 Anaheim, CA 92807 infoghollico,net License 641571 "ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-038 DATE: 09-10-13 PROJECT NAME: GRAINGER SITE ADDRESS: 6725 TODD BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n n Planning Division Permit Coordinator si DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 09-12-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 10-10-13 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 `PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-038 PROJECT NAME: GRAINGER SITE ADDRESS: 6725 TODD BL Original Plan Submittal - Response to Correction Letter # DATE: 08-16-13 Response to Incomplete Letter # X Revision # 1 Before Permit Issued DEPARTMENTS: 4?".-Iilding D vision `�96—r) 3'1 3 `Public rks 4tA0ff g_ _() F re Prevention Structural n • (61 rA0141/4 13 Permit Coordinator Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 08-20-13 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Ti Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: DUE DATE: 09-17-13 Not Approved (attach comments) r% REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping PW 0 Staff Initials: CfAt- Documents/routing slip.doc 2-28-02 O � pA PLATY f2 NG SLIP ACTIVITY NUMBER: D13-038 PROJECT NAME: GRAINGER INC SITE ADDRESS: 6725 TOOD BL X Original Plan Submittal Response to Incomplete Letter # DATE: 02-01-13 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: KW, 09iM A-0`1'Building Divisionention PEi 4anning Division I Pub lilt c W6r s 5 Structural ❑ Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-05-13 Complete Incomplete ❑ Not Applicable ❑ Comments: TTT Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route 41) Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 03-05-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through Date: the mail, fax, etc. Plan Check/Permit Number: I ✓' ✓— ❑ Response to Incomplete Letter # Response to Correc 'on Letter # l Revision # a€t'tr Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 6:Y t.ik15c( 6115 Tail& (I - Contact Person: (1 X111 (a)( Phone Number: lei 2 —Lig Z— I y) 31 Project Address: Summary of Revision: r ri ; v5 i-7 Ru'"i45 is c?hCein5 , RECEIVED CITY OF TUKWILA SEP 1 0 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date offreviisiion ' Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Appltcattons\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 • Contractors or Tradespeople Peer 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 FANTASTIC CONCRETE LLC UBI No. 603181089 Phone 4256233108 Status Active Address 8016 64Th Dr Ne #A License No. FANTACL880CN Suite/Apt. License Type Construction Contractor City Marysville Effective Date 2/15/2012 State WA Expiration Date 2/15/2014 Zip 98270 Suspend Date County Snohomish Specialty 1 Concrete Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date WIGHT, FREDRICK PAYNE Partner/Member 02/20/2013 Bond Amount WIGHT, LAILAH LOUISE Partner/Member 02/15/2012 02/20/2013 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 American Contractors Indem CO 100216144 02/19/2013 Until Cancelled $6,000.0002/20/2013 1 American Contractors Indem CO 100187218 02/08/2012 Until Cancelled 03/28/2013 $6,000.0002/15/2012 02/15/2012 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Security National Insurance NA104881300 02/19/2013 02/19/2014 $1,000,000.0002/20/2013 1 United Specialty Insurance Corn SIG14008610 02/08/2012 02/08/2013 $1,000,000.00 02/15/2012 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.eov/lni/bbin/Print.asnx 09/27/2013