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Permit D19-0350 - INTERNATIONAL GATEWAY EAST - NEW LOADING DOCKS
LOADING DOCK 12500 35TH AVE S 019-0350 Parcel No: Address: 0 City ~~fTukwila Department of Community Development 63OOSouthcente,Boulevard, Suite #1OO Tukwila, Washington 9Q1OB Phone: 286-431-3670 Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov 7345600430 Project Name: LOADING DOCK DEVELOPMENT PERMIT �5 Permit Number: D19-0350 Issue Date: 1/9/2020 Permit Expires On: 7/7/2020 Owner: Contact Person; Name: Contractor: Name: License No: Lender: Name: INTERNATIONAL GATEWAY EAST 12201TUKVV|LA|NTRNTNLBL4TH, SEATTLE,WA, 9Dl68 TOM SPADER lZZ01TUKVV|LAINTERNATIONAL BLVD4THFLOOR, TUKVV|LA,WA, gDlb8-5121 SABEY CONSTRUCTION INC Phone: (206) 281-4200 12201TUKVV|LA|NTLBLVD4TH FLOOR, TUKVV|LA,WA, 98168-5lZ1 SABEYO033KW1 Expiration Date: I/12/202I SABEY CORPORATION I2202TUKVV|LA |NTL BLVD4TH FL, SEATTLE,VVA 98168 DESCRIPTION OF WORK: NEW LOADING DOCK WITH ASSOCIATED INTERIOR AND EXTERIOR IMPROVEMENTS. NEW EXTERIOR RAMP WITH ASSOCIATED SITE IMPROVEMENTS. EXTEND EXISTING EXIT CORRIDOR. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE AND EROSION CONTROL. Project Valuation: $210,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $5,700.69 Occupancy per IBC: B Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2017 International Residential Code Edition: 2015 NV\Cities Electrical Code: 2017 International Mechanical Code Edition: 2015 VVA[296468: 2017 Uniform Plumbing Code Edition: 3015 VVAState Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: [hanneUzadon/Sthping: Curb[ut/\ccess/3idewa|k: Fire Loop Hydrant: Flood Control Zone: Hau!inc/UveoizeLoud: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: U Number: U No Permit Center Authorized Signature: Date: I hearby 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 tothe conditions attached tothis permit. Signature: /° Date: Print Name: Totri This permit shall become null and void ifthe work is not commenced within l8Udays for the date of issuance, o/ if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'PUBLIC WORKS PERMIT CONDITIONS* ** Z: [aUtoohedu|emandatorypne'constmctionmeedngviththePub|icVVorks|nspector,(2U6)438'935O. 3: Schedule and attend a Preconstruction Meeting with the Public Works Department prior tostart ofwork under this permit. Toschedule, call Public Works at(2OG)4]8'9350. 4: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion ofwork atleast Z4hours inadvance. All inspection requests for utility work must also be made 24hours inadvance. 5: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after S:OOp.m.and weekends. G: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. C t 7: Work affecting traffic flows shall beclosely coordinated with the Public Works Inspector, Traffic: Control Plans shall besubmitted tothe Inspector for prior approval. 8: Any material spilled onto any street shall becleaned upimmediately. 9: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site orinto existing drainage facilities, 10: The site shall have permanent erosion control measures inplace as soon aspossible after final grading has been completed and prior tuthe Final Inspection. ll: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise uflOfeet ormore and will beunworkedfor greater than l2hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must bestockpiled onsite at the beginning ofthis period. inspect and maintain this stabilization weekly and immediately before, during and following storms. 12: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. lS: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|el7OS.l 16. When special inspection isrequired, either the owner orthe registered design professional )nresponsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports totheBuilding Official in atimely manner. 17: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report. Special inspection isrequired. 18: Structural Observations inaccordance with |.8I. Section 17O9isrequired. Atthe conclusion nfthe work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 19: Notify the City ufTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection. 20. 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 onsatisfactory completion of this requirement. Zl: VALIDITY OFPERMIT: 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 ofTukwila shall not bovalid. The issuance nfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2V6)430-9350 1700 8U|LD|NGF|NAi** 5200 EROSION MEASURES 8201 FOOTING UZOO FOUNDATION WALL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON Parcel No: Address: Project Name; Department of Community Development G]UOSouthcen1e,Boulevard, Suite #1O0 Tukwila, Washington 9818Q Phone:2O6'431'367U Inspection Request Line: 206'438'9350 Web site: htup://wwvx.Tukvvi|aVVA.gmx DEVELOPMENT PERMIT 7345600430 Permit Number: D19-0350 LOADING DOCK Issue Date: 1/9/2020 Permit Expires On: 8/25/2020, Owner: Name: Contact Person: Address: Contractor: Name: License No: Lender: Name: INTERNATIONAL GATEWAY EAST 12201TUKVV|LA|NTRNTNL8L4TH, TOM SPADER l22OlTUKVV|LAINTERNATIONAL BLYD4THFLOOR, TUKVV|LA,WA, g8l68'5lZl SABEY CONSTRUCTION INC Phone: (206)277-5271 12201TUKVVLA|NTL8LVD4TH FLOOR, TUKvV|U\WA, 98I6O'5l21 SABEYO833KK8 Expiration Date: 1/12/20I1 S4O[Y[DRPORAT0N l220lTUKVV|LA|NTLBLVD4THFL, S[ATTL[,WA, 98lG8 DESCRIPTION OF WORK: NEW LOADING DOCK WITH ASSOCIATED INTERIOR AND EXTERIOR IMPROVEMENTS. NEW EXTERIOR RAMP WITH ASSOCIATED SITE IMPROVEMENTS. EXTEND EXISTING EXIT CORRIDOR. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE AND EROSION CONTROL. Project Valuation: $210,000D0 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $6,184.79 Occupancy per IBC: B Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: WO-5/ -62 I hearby 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 per state or local laws re development per Signature: Print Name: does not presume to give authority to violate or cancel the provisions of any other g costrycti or the performance of work. I am authorized to sign and obtain this nditiogs attached to this permit. Date: 3/31 v2° This permit shall become null and void if the work is not commenced within 180 days for 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: Call to schedule mandatory pre -construction meeting with the Public Works Inspector, (206) 438-9350. 3: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit. To schedule, call Public Works at (206) 438-9350. 4: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 5: Permit is valid between the weekday hours of 7:00 a.m.. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 6: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 7: Work affecting traffic flows shall beclosely coordinated with the Public Works Inspector. Traffic Control Plans shall besubmitted tnthe Inspector for prior approval. 8: Any material spilled onto any street shall becleaned upimmediately, 9: Temporary erosion control measures shall be implemented as the first order cfbusiness tn prevent sedimentation off -site orinto existing drainage facilities. lO: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior tothe Final Inspection. ll: From October l through April 30\ cover any slopes and stockpiles that are 3H:lVorsteeper and have a vertical rise ofl0 feet or more and will be unvvorked for greater than 12 hours. During this time period, cover u/mulch other disturbed areas, }fthey will beunworkedmore than 2days. Covered material must bestockpiled onsite at the beginning ofthis period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. lZ: From May lthrough September 3O, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. l]: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|el7OS3. 16: When special inspection hrequired, either the owner orthe registered design professional inmypunsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 17: Subgradepreparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report. Special inspection isrequired. 18: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 19: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requirements for special inspection. 20: 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. 21: VALIDITY OFPERMIT: The issuance o,granting ofapermit shall not beconstrued tnbeapermit for, o/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 ufthe City ofTukwila shall not bevalid. The issuance ofapermit based omconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. 24: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered n/augmented asnecessary tomaintainandcondnua protection whenever the building isaltered, remodeled or added to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[9U1.4) 22: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval nfdrawings prior toinstallation o/modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 27: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #2437) JS: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc (NFPA72'17.5.3.l) 26: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until a fire department permit has been obtained. (City Ordinance #Z437)(|FC9Ol2) 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. RO3.11ufthe International Building Code. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire nrBuilding Codes does not imply approval ofsuch condition nrviolation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-9350 1700 BU|LD|NGF|mAL** 0301 CONCRETE SLAB 0301 CONCRETE SLAB 5200 EROSION MEASURES 1400 FIRE FINAL 020I FOOTING 0201 FOOTING 0200 FOUNDATION WALL 0200 FOUNDATION WALL 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 5260 PUBLIC WORKS PRE -CON 4000 8-CONCRETEC0NST 4000 5|'[ON[RETECONST 4000 5/-CONCRETE[0NST 4046 S|-EPDXY/EXP[ONC 4046 S|-EP0XY/EXPO3NC 5090 STORM DRAINAGE 5090 STORM DRAINAGE CITY OF TUKA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvww.TukwilaWA.gov Building Permit No. D 19 030 Project No, Date Application Accepted: _ 0 11't t Date Application Expires: el 249 (.41 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12500 35th Ave S, Tukwila, WA 98168 Tenant Name: t& aGL /`fit p/ �® L PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila Int'1 Blvd City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Tom Spader Address: 12201 Tukwila Int'1 Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: toms@sabey.corn GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2021 Tukwila Business License No.: BUS-0102122 King Co Assessor's Tax No.: 734560-0430 Suite Number: Floor: 1 New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Int'1 Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com ENGINEER OF RECORD Company Name: ESM Consulting Engineers Engineer Name: Laura Bartenhagen Address: 33400 8th Ave S, Suite 205 City: Federal Way State: WA Zip: 98003 Phone: (253) 838-6113 Fax: (253) 838-7104 Email: Laura.Bartenhagen@esmcivil.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19,27.095) Name: Sabey Corporation Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 1 of 4 Valuation of Project (contractor's bid price): $ 210,000 Describe the scope of work (please provide detailed information New loading dock with associated interior and exterior improvements. New exterior ramp with associated site improvements. Extend existing exit corridor. Existing Building Valuation: $ Will there be new rack storage? D Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 41,706 918 VB B 2'd Floor 40,854 VB B 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 fl): 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: Will there be a change in use? EJ Yes 0 ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers Automatic Fire Alarm El None El .....„Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 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 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1:1Applications \ Forms -Applications On Line \ 201 1 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT INF010-tTION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0...Water District #125 O ...Water Availability Provided Sewer District O ...Tukwila O ...Sewer Use Certificate .. Highline 0...Valley View 0 .. Renton 0...Sewer Availability Provided 0 .. Renton 0.. Seattle Septic System: El 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) El ...Bond 0 .. Insurance El Easement(s) Proposed Activities (mark boxes that apply): O ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance O ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut El ...Total Fill cubic yards cubic yards O ...Sanitary Side Sewer El ...Cap or Remove Utilities El ...Frontage Improvements 0 ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water 0 Geotechnical Report El .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis El ... Hold Harmless — (SAO) El ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours El. Right-of-way Use — Potential Disturbance El .. Work in Flood Zone El .. Storm Drainage o .. Abandon Septic Tank El .. Curb Cut 0 .. Pavement Cut El .. Looped Fire Line El .,,Permanent Water Meter Size... WO # ..▪ .Temporary Water Meter Size .. >, WO # El ...Water Only Meter Size El ...Sewer Main Extension Public El Private 0 El ...Water Main Extension Public 0 Private El o .. Grease Interceptor ▪ Channelization El .. Trench Excavation o .. Utility Undergrounding WO # 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer El ...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 ApplicationsWorms-Applications On Line \ 2011 Applications\Permit Application Revised - 8-9-1 I.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 OWIUR OR AUJeLED AGENT: Signature: A /07 ././4 Date: 10/30/2019 Print Name: Tom Spader Day Telephone: (206) 281-8700 Mailing Address: 12201 Tukwila Intl Blvd, 4th Floor Tukwila WA 98168 City State Zip HAApplicationsWorms-Applications On Line \ 2011 Applications\Permit Application Revised 8-9-1 I.docx Revied: August 2011 Page 4 of 4 • PUBLIC WORKS BULLETIN Al /AZ PERMITS AND FEES CITY OF TUKWILA Public Works Department 206-433-0179 This Bulletin summarizes permits Public Works (PW) issues for onsite development and for activities in the right-of-way. Public Works permits can be issued as part of a building permit or as a Miscellaneous permit. Most Public Works permit fees are flat rates, except for Type C permit fees, which are based on the value of the construction work. For Type C permits, PW collects a base application and plan review fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Flat rate permit fees are due when the permit is issued. After the permit is issued, PW may assess additional fees for Revisions and inspections. These additional fees must be paid before the PW Final Inspection occurs. Refer to Bulletins A2, A4, A6, and A7, for more information. PERMIT DESCRIPTION Short-term Nonprofit Type A Issued for 72 hours to nonprofit organizations for assemblies, bike races, block parties, parades, parking, processions, nonmotorized vehicle races, street dances, street runs. Flat Rate $50 plus 5% technology fee. Short-term Profit Type B Issued for 72 hours to for -profit entities for fairs, house moves, sales, street closure. Flat Rate $100 plus 5% technology fee. Construction Type C 44 Issued for 180 days for activities in the right-of-way and on private property. These activities include sewer, water, storm drainage, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, utility installation/repair. Calculated fee based on construction value pbus technology fee. Refer to Bulletin A2 to estimate permit fees. Long-term Type D Issued for periods greater than 72 hours for activities which do not disturb the right-of-way including: air rights, bus shelters, access to construction sites, loading zones, newspaper sales, recycling facilities, sales structures, sidewalk cafes, awnings, benches etc, underground rights, utility facilities, waste facilities. Flat Rate $100 plus 5% technology fee. Potential Disturbance Type E Issued for 180 days for activities having a potential to disturb the right-of-way, such as hauling 6 loaded vehicles/hr/8 hr day for 2 or more consecutive days or hauling hazardous waste. Flat Rate $100 plus 5% technology fee. Blanket Type F Issued for 365 days to telecommunications and cable franchisee, and utilities for connections, repairs, pulling cable through existing conduit, and emergencies. Hat Rate $250 plus $5000 PW inspection deposit. Flat Rate $100/PW Inspection. Approved 09.25.02 Last Revised 01.01.19 1 BULLETIN Al 4 Flood Cont-rol Issued whenever there is construction, development, or substantial improvement within a shoreline, a special flood hazard area, or a flood -prone area. An FCZP grants approval to construct or develop within a flood hazard area, a flood -prone area or the shoreline, but does not replace the need for additional permits such as a building permit or a land altering permit. Refer to Bulletin A7. Flat Rate $50 plus 5% technology fee... Water Meter - Permanent Issued for domestic water supply for all new or reestablished services when sewer discharge rates are calculated based on water usage. Each individual building requires a separate water main tap. The fee includes a City -provided water meter. Fees listed below. Water Meter — Water Only Issued for a separate service from the main that will not discharge to the public sewer. The fee includes a City -provided water meter. Fees listed below. Water Meter - Deduct Required to meter water not discharged to the public sewer. The Permittee provides, owns, installs, and maintains the meter. This meter is installed downstream of a permanent water meter. An example is landscape irrigation. Flat Rate $25. Water Meter - Temporary Required for use of public water, on a short-term basis, where a metered supply does not already exist. The Permittee rents the meter from the City. Examples include dust suppression during construction or water supply during hydroseeding. Fees listed below. Reviews Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Revisions Charged for each revision to approved plans. Fee per revision is 25% of the Issuance and Inspection fee. Inspections ' Charged for each inspection after the first two at a rate of $70.00/inspection. Public Works inspection outside of normal business hours (three-hour minimum charge) - $105.00 per hour WATER METER FEE SHEET Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2019-12.31.2019 Total Fee 0.75 $625 $6,416 $7,041 . 1 $1125 $16,040 $17,165 • k 1.5 $2425 $32,080 $34,505 . 2 $2825 $51,328 $54,153 3 $4425 $102,656 $107,081 4 $7825 $160,400 $168,25 6 $12525 $320,800 $333,325 TemporaryMeter 0.7 $300 2. $1,500 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES Please refer to Customer Assistance Bulletin A3 Pavement Mitigation and Transportation Impact Fees This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Last Revised 01.01.19 2 PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins A 1, A4, and A6 for more information. Three activities trigger a Type C permit. They are 1) Construction in the right-of-way, 2) Construction on private property, and 3) Grading. The following information should help you determine if you need a Type C permit. Type C Construction Issued for 180 days for activities in the right-of-way and/or on private property. These activities include sewer, water, surface water, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, or utility installation/repair. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Last Revised 02/21/17 A PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Type C Grading Fills in the regulatory floodway shall not be permitted. Per TMC Chapter 16,54.050: • A grading permit does not include construction of retaining walls or other structures. • A grading permit is issued for 180 days for all grading operations, except for the listed exemptions: 1. Excavation for construction of a structure permitted under this code. 2. Cemetery graves. 3. Refuse disposal sites controlled by other regulations. 4. Excavations for wells or trenches for utilities. 5. Mining, quarrying, excavating, processing or stockpiling rock, sand, gravel, aggregate or clay controlled by other regulations, provided such operations do not affect the lateral support of, or significantly increase stresses in, soil on adjoining properties. 6. Exploratory excavations performed under the direction of a registered civil or geotechnical engineer. Exploratory excavation does not include grading to begin construction of a structure, prior to receiving a permit. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to cedes and regulations. Approved 09.25.02 Last Revised 02/21/17 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME IrA(IJG, bOa/- PERMIT # D i ✓ - 04350 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $250 (1) Erosion prevention Pt ova Water/Sewer/Surface Water (Z,, S o a Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $ (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. CORRE TION LTR# QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 —1,000 $37.00 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01,19 b19bo3O DECEIVED CITY OF TUKWILA DEC 16 2019 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjustestimated fees.. 6. Permit Issuance/Inspection Fee B+C,-pi. t iAr, .'_{� $'► 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 81 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. _3 9., Technology Fee (5% of 6+8) L Approved 09.25.02 Last Revised 01.01.19 - '}_3 t r-2 (6) (7) (8) (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION • , PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish H. Transportation Mitigation I. Other Fees Total A through I (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2019-1231.2019 Total Fee 0.75 $625 $6,416 $7,041 I $1125 $16,040 $17,165 1.5 $2425 $32,080 $34,505 2 $2825 $51,328 $54,153 3 $4425 $102,656 $107,081 4 $7825 $160,400 $168,225 6 $12525 $320,800 $333,325 Approved 09.25.02 Last Revised 01.01.19 Temporary Meter 0.75" $300 2.5" $1,500 DESCRIPTIONS PermitTRAK ACCOUNT Receipt Number R20310 QUANTITY PAID $72 10 D19-0350 Address: 12500 35TH AVE n: 7345600430 72.10 Credit Card Fee $2,10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT 70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20310 R000.345.830.00.08 1.00 $70.00 $72.10 Date Paid: Tuesday, March 03, 2020 Paid By: DOUGLAS GARDNER Pay Method: CREDIT CARD 026914 11111111111111 Printed: Tuesday, March 03, 2020 1:10 PM 1 of 1 CR SYSTEMS a CO TUKWIL4 ETnAKIT 6200 SOUT*[ENTER BLVD TUKWIL4' WA 98188 286'433'I878 CITY OF TVKWILu Date: 03/03/2020 0I:18:83 PM CREDIT [Ann SALE MASTERCARD CARD NUMBER: * TRAN AMOUNT: $72.10 APPROVAL {D: 026914 K[[OKD #: 008 CLERK ID: Laurie Thank you! Customer Copy Cash Register Receipt City of Tukwila • ReceiptNumber R20213 DESCRIPTIONS ACCOUNT QUANTITY PAID Pe TRAK $412.00 D19-0350 Address: 12500 35TH AVE S Apn: 7345600430 $412.00 Credit Card Fee 2.00 Credit Card Fee R000.369.908.00.00 0.00 $12.00 DEVELOPMENT $400.00 DEVELOPMENT FIRE - COMM R000.342.400.01.11 0.00 $400.00 TOTAL FEES PAID BY RECEIPT: R20213 $412.00 Date Paid: Friday, February 21, 2020 Paid By: KARA ANDERSON Pay Method: CREDIT CARD 089369 Printed: Friday, February 21, 2020 1015 AM 1 of 1 YS TEMS CO TUN*ILx ETRAKIT 6200 S0UTx[ENTEK 8LVD TVxWILu' WA 98188 206'433'I870 CITY OF TUKWILA 0017340000802374464500 Date: 02/21/2020 I0:14:57 4M CREDIT CARD SALE MASTERCARD X (CARDHOLDER'S SIGNATURE) z AGREE TO PAY THE 480vE TOTAL AMOUNT ACCORDING TO THE [xmD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! nerchant copy 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/21/2020 10:14:57 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: TRAN AMOUNT: $412.00 APPROVAL CD: 089369 RECORD #: 000 CLERK ID: Elisa Thank you! Customer Copy • Cash Register Receipt 1 City of Tukwila Receipt Number R19637 DESCRIPTIONS ACCOUNT QUANTITY PAID $4,029.94 PermitTRAK D19-0350 Address: 12500 3STH AVE S Apn: 7345600430 $4,029.94 DEVELOPMENT $3,627.03 PERMIT FEE R000.322.100.00.00 0.00 $2,495.53 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $562.50 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $562.50 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $152.91 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19637 R000.322.900.04.00 0.00 . $152.91 $4,029.94 Date Paid: Thursday, January 09, 2020 Paid By: SABEY PROPERTIES Pay Method: CHECK 10477 Printed: Thursday, January 09, 2020 1:33 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT Receipt Number QUANTITY PAID 1,670.75 D19-0350 Address: 12500 35TH AVE S Apn: 7345600430 ,670.7 Credit Card Fee $48.66 Credit Card Fee R000.369.908.00.00 0.00 $48.66 DEVELOPMENT $1,622.09 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18963 R000.345.830.00.00 0.00 $1,622.09 $1,670.7S Date Paid: Thursday, October 31, 2019 Paid By: KARA ANDERSON Pay Method: CREDIT CARD 031722 Printed: Thursday, October 31, 2019 2:31 PM 1 of 1 SYSTEMS CO TVKWILA ETnAKIT 6200 5nVTH[ENTEn BLVD TVKNIL4, WA 98188 206'433'1870 CITY OF TVKWILu 8017340000882374464500 Date: 10/31/2019 82:30:31 PM CREDIT CARD SALE MASTERCARD X (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 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) 438-9350 Project: Lio � � Type of Inspection: - Address: /2S°°.35 Date Called: Special Instructions: d©ate Wanted: a.m. pan. Requester: Phone No: pnApproved per applicable codes. COMMENT Corrections required prior to approval. Inspecto Date: REINSPECT ON FEE REQUIRED. Prior to next inspection. fee must be paid at 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) 438-9350 Project: Type of Inspection: _ SO5P4e,) Act) artl-/N6— Address: j 2, SOO 35-714 AIX —5- Date Called: Special Instructions: Date Wanted: a.m. 'Requester: frtniT 200 253 047i Phone N : LIApproved per applicable codes. LI Corrections required prior to approval. • COMMENTS: — c,"1/"PorilDD P 2-/N Cy-- _ P c5e/sse:),6? J Inspector: Date: 20 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 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) 438-9350 !Project: C Type of Inspection: _ tau/c. ,o,�c Address: V{ .+ -pate Called: Special instructions: CM.... A. r-i-R ,6.6 ©ate Wanted: a.rn. .m. Requester: P one No: 2c> — 2-5"� - gpproved per applicable codes. COMMENTS: Corrections required prior to approval. • REINS paid at FEE RE t"+ IREO. Prior to next inspection, fee must be 00 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 A9-©.350 Project: 4.0/D / 11G &LACK 'Type of Inspection: 1,vivi),9-770/1/ Gc// t-L Address: /z.500 55-7* Av' S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 6-Z5. "-'', proved per applicable codes. iIIII�IIENTS Corrections required prior to approval. REI FEE REQUIRE©. Prior to next inspection, fee must be paid at3O0 Southcenter Slvd., Suite 10O. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit iisISPE • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type Inspection: Address: 'Date Called: Special Instructions: Date Wanted: Z'''' ...r , a.m. . ' p.m. Requester: Ms - Phone No: _ l3c71 , _ 2r'~Z 12fApproved per applicable codes. COMMENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter B1vd.. 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) 431670 Permit Inspection Request Line (206) 438-9350 wP ojea) t: Type of Inspectlo Address: ,©ate /ZS- Called: Special Instructions: (Phon) •Date Wanted: p.m. Requester: Approved per applicable codes. r23Corrections required prior to approval. COMMENTS: C-1 / /fiC .d am'_ e CM f -� -c _ Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. STRUCTURAL EPNWS ENGINEERS Engineers Northwest Inc., P.S. FILE INTERGATE EAST II BLDG. B 12501 E. Marginal Way S Tukwila, WA 98168 STRUCTURAL CALCULATIONS NEW DOCK DOOR October 18, 2019 ENW Project No. 99124008 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION CODE: 2015 IBC SNOW LOAD: Basic ground snow load = 25 psf WIND: Basic Wind Speed 110 mph Exposure B SEISMIC: Sos = 1.004 RECEIVED CITY OF TUKWILA • OCT 3 1 2019 PERMIT CENTER DI 0350 • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.englneersnw.com IA/rocoimme, 647E-A4' e.)1ST ENWENGINEER, NORTHWEST, INC., . STRUCTURAL ENGINEERS 9725 THIRD A 'E, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 991 z 4 008 PROJECT All,( An EAST 7E IRDG 4 13 SUBJECT 125 lAsr frp4o446. &Ay Sar--i/ tAi/ 3e DATE SHEET OF BY of 771K loc_A le if fctirenii0,1141 CA1-1 0 45 .s LAT - 47. if, 0 5-e8 LaJ- zz. Gcet. Sys f` 5/9/ 0,5-6C atLong.net Home » Latitude and Longitude of a Point Rise above the rest with GoolpenripsPistform the world's favorite maps. To find the latitude and longitude of a point you can do any of the following... 1. Press and Hold the Shift Key then Click on the point on the map. 2. Drag the red marker (Press and Hold the mouse button until the marker pops up) 3. Enter the Address112501 East Marginal WaySouth, Tukwilaj GO Latitude and Longitude of a Point .44 . - 4r` 4 3 e• gr..• • *,#or ••• ".• -t„ ; • ra..• -11 • .11, 4 Clear / Reset l Remove Last Blue Marker Get the Latitude and Longitude of a Point Center Red Marker When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: Latitude: Longitude: 47.490588 L122.286582 _ li Degrees 47 -122 Minutes Seconds 1291 '26.1168 11.6946 _I 1 0 getLatLong_nel 2019 I Credits and Disclaimers 1 Privacy Policy FAQ I iTouchmap.com x Show Point from Latitude and Longitude Use this if you know the latitude and longitude coord map the point is. Use: + for N Lat or E Long - for S Lat or VVLong. Example: +40 689060 -74.044636 Note: Your entry should not have any embedded sp; Decimal Deg. Latitude: 1— 1 Decimal Deg. Longitude: Show 1 Example: +34 40 50.12 for 34N 40' 50.12" Degrees Latitude: Longitude: I 1 Show P •C Hazards by Location Search Information Coordinates: 47.490588, -122.286582 Elevation: ft Timestamp: 2019-09-20T18:09:33.229Z Hazard Type: Seismic Reference ASCE7-10 Document: Risk Category: 11 Site Class: MCER Horizontal Response Spectrum Sa(g) 1.40 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Basic Parameters Period (s) 'rest Shelton Go gle Redmond Sea e Kent Tacoma 0 PLyallup Map dtitiartMli)iriiiiSecgte Design Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 Name Value Description Ss 1.506 MCER ground motion (period=0.2s) Si 0.565 MCER ground motion (period=1.0s) SMS 1.506 Site -modified spectral acceleration value Sm i 0,848 Site -modified spectral acceleration value SDS 1.004 Numeric seismic design value at 0.2s SA SDI 0.565 Numeric seismic design value at 1.0s SA Additional Information Name Value SDC Fa 1 1.5 CRs 0.938 CR1 0.921 rlr‘ A Description Seismic design category Site amplification factor at 0.2s Site amplification factor at 1.0s Coefficient of risk (0.2s) Coefficient of risk (1.0s) - 0 0 1,0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Hazards by Location Search Information Coordinates: 47.490588, -122.286582 Elevation: ft Timestamp: 2019-09-20T18:15:06.616Z Hazard Type: Wind ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I Risk Category III Risk Category IV ASCE 7-10 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph / Redmond Sea e ° •,4 • Ken ..., - 0 . / i ,.. ' T coma i Shelton °Puyeup 9Pgie Map dilapeCt011risPeggle 74 mph MRI 25-Year _ 79 mph 78 mph MRI 50-Year 85 mph 83 mph MRI 100-Year 91 mph 92 mph Risk Category I 100 rnph 105 mph 109 mph Risk Category III -IV 115 mph ASCE 7-05 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-bome debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. VVhile the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E, (SUITE 207) SEATTLE, WA, 98115 * * * * * Property of Engineers Northwest, Inc., P.S.- ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 Seis Input Cells = Project Number: Project Name: Location: Design By: Use by others unlawful * * * * * is Design Requirements for Building Structures 99124008 Intergate East II Building B - new dock doo 2501 East Marginal Way South, Tukwila, WA 98168 DML 20151BC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10 (U.N.O.) Input Basic Seismic Force Resisting System = Basic Seismic Force Resisting System = Is diaphragm considered flexible? = Structural height, h„ = Ss = Si TL _ Site Class (soil) = Risk Category = Top of wall elevation (parapet) = Elev. of top of wall lateral support (max.) = Elev, of top of wall lateral support (min.) = Regular structure 5 5 stories ? = Al. Special reinforced concrete shear walls Wall Systems ft pectral response acceleration at a period of 0.2s for Site Class B spectral response acceleration at a period of 1.0s for Site Class B Long -period transition period Table 1.5-1 ft ft (roof high point- minimum parapet) ft (roof low point- maximum parapet) ection 12,8.1.3 Output Site Coefficient, Fa = 1 Table 11-4.1 Site Coefficient, Fr, = SMS = SMi = SDS = SD, = Seismic Design Category (SDC) _ To = Ts = Cr = Period, T = Ss = Response Modification Coefficient, R = System Overstrength Factor, D, = Deflection Amplification Factor, Cd = Importance Factor, le = Detailing Reference Section = Cs calc = Cs max = Cs min r— Cs use = V„ = V= E„ = 1.5 Table 11-4.2 1.5 Eqn 11.4-1 0.848 Eqn 11.4-2 1 Eqn 11.4-3 0.565 Eqn 11.4-4 D Section 11.6 & Tables 11.6-1 & 11.6-2 0.113 Section 11.4.5, 0.2Sd1/Sds 0.565 Section 11.4.5, Sd1/Sds 0.02 Table 12.8-2 0.237 sec, Section 12.8.2.1 (Eqn 12.8-7) 1 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7) 5 Table 12.2-1 2 Table 12.2-1 5 Table 12,2-1 1 Table 1.5-2, by Risk Category 14.2 0.2 Section 12.8.1.1, Eqn 12.8-2 0.477 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4 0.044 Section 12.8.1,1, Eqns 12.8-5 & 12.8-6 0.2 Section 12.8.1.1, Eqns 12.8-2 - 12,8-6 0.2 * W (LRFD) Section 12.8.1, Eqn 12.8-1 0.14 * w (ASD) 0.2 * D = +/- Sas D (Eqn 12.4.4) - May be zero for proportioning foundations. ASCE7-10 Seismic Loads EQ ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E. (SUITE 2071 SEATTLE, WA. 98115 " • * • *Property of Engineers Northwest. Inc.. P.S.- Use by others unlawful * • • • ASCE 7-10 Wind Loads per ASCE 7-10- Chapter 30 - Components & CI ddIng h s 60%0" Input Cells = Project Number: 99124008 Project Name: Intergate East I Building B Location: 12501 East Marginalay South, Tukwila, WA 98168 Design By: DML Program Limitations: 1. Building must be a low-rise building or 2. Building mean roof height does not exceed 60 feet. 3. Building is enclosed or partially enclosed. BUILDING AND SITE INFORMATION INPUT Building width, B = Building length, L = Building eave height, hp = Building ridge height, hr = Height of parapet, hp = Roof slope, s Is roof a gable or hip = Risk Category = Wind velocity, V = Exposure = Topographic factor, Kz, = Wind directionality factor, Kd = Bldg intemal pressure condition = Wall Effective Wind Area, EWA = Roof Effective Wind Area, EWA = 120 350 30 32 32 0.25 in./ft, Gable 110 8 1 0.85 Enclosed 90 100 ft ft ft ft ft = 1.19 degrees mi/hr = 85 mi/hr (ASD) ft2 ft2 OUTPUT Mean roof height, h = 30 ft a = 12 ft Internal Pressure Cuffs, GC0 = 0.18 -0.18 Pressure exposure coeff, K,, = 0.7 Velocity pressure, qh = 18.43 psf COMPONENTS AND CLADDING (C&C) p = qh[(GCp) - (Ib/ft2) Wind Pressures fpr Walls with h 5 60' "Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Bldg Surface 4 & 5 = 17.1 psf (LRFD) = 10.3 psf (ASD) Wind Pressures Acting Away From Surface Bldg Surface 4 = -18.8 psf (LRFD) = -11.3 psf (ASD) Bldg Surface 5 = -21 psf (LRFD) = -12.6 psf (ASD) ASCE7-10 Wind Loads Low Rise C&C ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA, 98115 Wind Pressures for Roofs friable roofs. & hip roofs) with h 5 60' `Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. Wind Pressures Acting Toward Surface Roof Surface 1, 2 & 3 = 7 psf (LRFD) = 4.2 psf (ASD) Wind Pressures Acting Away From Surface Roof Surface 1 = Roof Surface 2 = Roof Surface 3 = -19.9 psf (LRFD) = -11.9 psf (ASD) -23.6 psf (LRFD) = -14.2 psf (ASD) -23.6 psf (LRFD) = -14.2 psf (ASO) Wind Pressures Acting Away From Surface (Overhang) Roof Surface 1 = -29.5 psf (LRFD) _ -17.7 psf (ASD) Roof Surface 2 = -29.5 psf (LRFD) = -17.7 psf (ASD) Roof Surface 3 = -14.7 psf (LRFD) = -8.8 psf (ASD) lal 5. if a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 9 5 7°, the negative values of GC, in Zone 3 shall be equal to those for Zone 2 and positive values of GC, in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1. Wind Pressures for Parapets linable roofs, & hip roofs) with h <_ 60' 'Note: Design wind pressures shall not be less than a net pressure of 16psf (ult) acting in either direction normal to the surface. pp = g5[(GCp) - (GC0)1(Ib/ft2) Velocity pressure, qp = 18.69 psf Parapet Load Case A Wind load @ corner, pp = 36 psf (LRFD) = 21.6 psf (ASD) Wind load not @ corner, pp = 35.2 psf (LRFD) = 21.1 psf (ASD) Parapet Load Case 8 Wind load @ corner, pp = 31.9 psf (LRFD) = 19.1 psf (ASD) Wind load not @ corner, pp = 29.7 psf (LRFD) = 17.8 psf (ASD) Fig. 90.4-1 Poet. Wal Reauie Zone 485 Windward parapet Leeward parapet Load Case A Load Case B ..—..+ 90.4.2A- 2C NegitPoe Wi4 Pram.. ...«- 02aa289 Fig 30.4-1 Magavn Wal Preaaure Zone 4 8.5 Top of parapet Fig. 30.4.1 Npotivo Will Pressure Zone 48 5 hp h ASCE7-10 Wind Loads Low Rise C&C • FOUNDATION PLAN. BLDG'B' NOS' MIISL4IO M *UOCl*Tas Lw * I A Sib LASVOUM $*ATRIA 411Z3 xfl35m e1 INTERNATIONAL GATEWAY EAST 'II TUKWILA, WASHINGT©N The Sabey Corporation 10.1.41 MOOS 144 A 30'-0" 30'-0' 15'-0" 2'-6' 2'4 2'-6" 2'-6" 2-#4 TOP & BOT. 2'-6" 2'-6" ke 14"o/c EA WAY 13 do 13o WEST ELEVATION - 9 AL I it" = 1'-0" 1) REFER TO ALL APPLICABLE SECTIONS/DETAILS FOR ADDITIONAL PANEL EMBEDS/CONNEC10NS NOT SHOWN, 2.) V1E1Y FROM INSIDE 3.) REFER 10 ARCH. ORWGS FOR AU. REVEALS/FORMUNER REGIONS/SLOPED SILLS ETC, 14 5'-0 N WFy Kc hat 444I.P - r 1 , . : . . . . .. . . . . .. . : . ! , .... . . : . , . . . : 1 i . . . : .. . . . 1 ... . . . .. . .. . : . .. . . . . ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 5,124 «pa PROJECT IGE 21 J3LDGE SUBJECT iitueleAlwAt- G4feltillyPDSul Li) 4.(76_S : . 1 . ! . 1 . i . . i : ! ! . .• . . . . . , . . . i . . . '. i i . 1 .• . . f . . . . i • ; . . , . . . : . . : . . . . . • . • . . . . . : . : . i . . . ! . ; . , i • . . . : . . . . .. . . . . . 1 i . i . V - —1 - DATE SHEET OF BY ,A. fo! ; i; '‘; ! J L 1 .. .. 4 _ .i........ t< HI—i, • ! •: 1 t; ; 1 1 d ei i • ; ; m 'e-)T-$Y -'1 .04111* : . . .• i '''' 4.•••-• ' ' f i • i , I 1 Project Name: top wall rim beam Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] 64.60 11111•111111•1111MIIIIMIll R1 MIN R2 8.00 Section: (2) 800S162-54 (50 ksi) Boxed C Stud Maxo = 6131.8 Ft -Lb Va = 4182,6 Ib I = 11.20 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmax/ Ft -Lb Maxo 516.8 0_084 Span Span Combined Bending and Web CHI:toting Reaction or Load Pt Load P(Ib) R1 258.4 R2 258.4 Combined Bending and Reaction or Vmax Pt Load (Ib) R1 258.4 R2 258.4 Bearing (in) 1.00 1.00 Shear Mmax (Ft -Lb) 0,0 0.0 Mpos Ft -Lb 516 8 Pa (Ib) 1149,1 1149.1 Va Factor 1.00 1.00 Page 1 of 1 Date: 09/24/2019 Simpson Strong -Tie® CFS Designer n" 2.8.1.0 Deflection Bracing Ma(Brc) Mposl (in) Ft -Lb Ma(Brc) (in) Ratio 60.0 6131.8 0.084 0.013 1/7611 Pn (Ib) 2010.9 2010.9 VNa 0.06 0.06 Mmax Intr. (Ft -Lb) Value 0.0 0.12 0.0 0.12 M/Ma 0.00 0.00 V + M Intr. 0.06 0.06 Stiffeners Required? NO NO SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Rem6ye Asphalt, Curbs,'Sidewalk, Stairs & nding, Landscap aN • 1150( 015-igagov, ruKtintiA WA 'V& 0 \NEW BOLDING 'E FF-430 \ 0 t 3c) • ' sq • Remove; 2-Windows,Interior Framing, Insulation,Electrical, Saw Cut Panels (nciover cut) • „. RCM PER EST ELEVATION 1.) REFER To ALL PANEL EMBEDS '2.) VIEW FROM ENWENGINEERs NORTHWEST, INC., P.S. STmmCTURALENGINEERS V725?wxnAVE NE, 8mrc207,Sc^rMp W^98U5 (206) 5%5-7560FAX (206)522-66y8 '��/1� �� 7� � �/� � �nms����' T��������'�-�~��� SUBJECT LA s ro | � � ' . . / | / . ' . . . � ' . . . L_L�____`___� | | �--!--��---! - � | | / � � | \ --- --�'--i--r-'--�_-_- / ! | --�-L_- �_-' 1__L- ' -i—/----' �--| / ----�-� �--�-�-r-� - --T- '�-'------- -- / -�--'--^--�--�-�'--|-- � / � OF EN WENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THiltD Ave NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # jja 4 )06 p .,;.. ROJECT Gr I) -Pc 8 DATE SUBJECT / Z 50 J "ii- , 1 - /if 10/71t,_ tit/ 4v,w 714/rig"; tJ/I SHEET OF BY r! . . : . I , . i . . i ; I . .• .• ; . . . . . ; . . . . . . .. . . . ... . : . , . .. ; : . . . • 1 : .. ; . . ... . . . ; .•• . ; ; . . i .. .. . . . . . , . . 1 , b 411-up i c1 c - - : z 22' ot, : f : : ! ; 4 f;(0 1" • : . . (') ,. , ,,‘": : , . ! , , , I s-t126,P • ; i - ' P 4 g.tir ) ;3oS /44- S* i P iqr• 4 . Project Name: New Workspace Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] 9.00 74.00 Section : 600S200-33 (33 ksi) Single C Stud Maxo = 1023.1 Ft -Lb Va 638.1 Ib I = 2.06 inA4 Page 1 of 2 Date: 09/24/2019 Simpson Strong -Tie® CFS Designer TM 2.8.1.0 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 749.3 0.732 749.3 Full 1023.1 0.732 0.126 L/857 Distortional Buckling Check Span Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d 0.00 108.0 897.0 0.835 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Required? R1 333.0 NA NA NA NA NA NA R2 333.0 NA NA NA NA NA NA Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 333.0 0.0 1.00 0.52 0,00 0.52 R2 333.0 0.0 • 1.00 0.52 0,00 0.52 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com .° / Project Name New Workspace KAudn|: Beam/Bud-1 Date: 09124/2019 Page 2uf2 Simpson Stro g-Tie@ CFSDesignor"m2.8.1J} Combined Bemdinpand Axial Load Details Ama|Lm Bracing(in) Max K-ph! bnBrwping AJ|mm Intr. Span (|b) KyLy KtLt KUr (lb-inlin) (in) |ood(Ub) P/,m Value Span 170.0(c) 60.0 60.0 81 0.0 108.0 2762.0(c) 0.06 0.80 Simpson Stron-q-Tie Connectors Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction FCB43,5 Min(4#12-14) & (2) #12 SST X to A36Stee OCB45,5(2)&(2)#12SST XtoA36Steel Simpson Stronq-Tie Wall Stud Bridqinq Connectors SpaniCanULpvwr Span Bracing Length (|u) Braces Vades NIA Design Number of LSUBH Pn<|h.> (Min)' N/A NIA LSUB SU8H SUBH MSUBH MSU8 Win)' (Max), Notes: 1)Values inparentheses are stress ratios. 2> Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com for latest load data, important information, and general notes 4) CIFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPOOm$rxUwG-TIE COMPANY INC. wmw.smmnoouvm } rr FI1N'\%TENGINEERS NORTHWEST, INC., P.S. STRUCTURAL 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # ✓ I SU PROJECT DATE SUBJECT SHEET OF • a 1 1 1 1 1 1 1 1 1 1 1 Table 4 (continued) . • Deck Type Item Flat Slab Volume Weight NW LW .44 Units Total Slab Depth in. 51/2 53/4 6 61/4 6% 7 71/, 71/2 mm 140 146 152 159 165 178 184 191 C cD Total Slab Depth yd3/100 ft2 1.698 1.775 1.852 1.929 2.006 2.160 2.238 2.315 a m3n00 m2 13.97 14.61 15.24 15.87 16.51 17.78 18.42 19.05 CD 2 S' ' 5 psf 66.5 69.5 72.5 75.5 78.5 84.6 87.6 -. 90.6 et to (i) Aurn2 3,184 3,328 3,471 3,615 3,759 4,051 4,194 4,338 psf 50.4 52.7 55.0 57.3 59.6 64.2 66.5 68.8 N/m2 2,413 2,523 2,633 2,744 2,854 3,074 3,184 3,294 Shallow Vercor Volume Weight NW yd3/100 ft2 1.611 1.688 1.765 1.842 1.919 2.074 2.151 2.228 m3/100 m2 13.26 13.89 14.53 15.16 15.79 17,07 17.70 18.34 psf 63.1 66.1 69.1 72.1 75.1 81.2 84,2 87.2 N/m2 3,021 3,165 3,309 3,452 3,596 3,888 4,032 4,175 LW psf 47.8 50.1 52.4 54.7 57.0 61.6 63.9 66.2 Aurn2 Z 289 2,399 2,509 2,619 2,729 2,949 3,060 3,170 Deep Vercor Volume yd3/100 ft2 1.495 1.572 1.649 1.726 1.804 1.958 2.035 2.112 m3/100 m2 12.30 12.94 13.57 14.20 14.85 16.11 16.75 17.38 Weight psf NW N/m2 LW psf N/m2 58.5 61.5 64.6 67.6 70.6 76.7 79.7 82.7 2,801 2,945 3,093 3,237 3,380 3,672 3,816 3,960 44.4 46.7 49.0 51.3 53.6 58.2 60.4 62.7 2,126 2,236 2,346 2,456 2,566 2,787 2,892 3,002 Volume Weight yd3/100 ft2 m3/100 m2 1.399 1.476 1.553 1.630 1.707 1.861 1.939 2.016 11.51 12.15 2.7 13.41 14.05 15.32 15.96 16.59 NW LW psf N/m2 psf N/m2 54.8 57.8 3.8 66.8 72.9 75.9 78.9 2,624 2,767 2911 3,055 3,198 3,490 3,634 3,778 41.5 43.8 46.1 48.4 50.7 55.3 57.6 59.9 1,987 2,097 2,207 2,317 2,428 2,648 2,758 2,868 PLW2 W2 PLW2CD W2CD Volume Weight NW LW yd3/100 ft2 m3/100 m2 psf N/m2 psf N/m2 1.389 1.466 1.543 1.620 1.698 1.852 1.929 2.006 11.43 12.06 12.70 13.33 13.97 15.24 15.87 16.51 54.4 57.4 60.4 63.4 66.5 72.5 75.5 78.5 2,605 2,748 2,892 3,036 3,184 3,471 3,615 3,759 41.3 43.5 45.8 48.1 50.4 55.0 57.3 59.6 1,977 2,083 2,193 2,303 2,413 2,633 2,744 2,854 yd3/100 ft2 1.235 1.312 1.389 1.466 1.543 1.698 1.775 1.852 Volume PLW3 m3/100m2 10.16 10.80 11.43 12.06 12.70 13.97 14.61 15.24 W3 psf 48.3 51.4 54.4 57.4 60.4 66.5 69.5 72.5 PLW3CD NW N/m2 2,313 2,461 2,605 2,748 2,892 3,184 3,328 3,471 W3CD Weight t psf LW 36.7 39.0 41.3 43.5 45.8 50.4 52.7 55.0 N/m2 1,757 1,867 1,977 2,083 2,193 2,413 2,523 2,633 PLN N PLNCD • NCD Volume Weight NW LW yd3/100 ft2 1.032 1.109 1.186 1.264 1.341 1.495 1.572 1.649 m3/100 m2 8.49 9.13 9.76 10.40 11.04 12.30 12.94 13.57 Psf 40.4 43.4 46.4 49,5 52.5 58.5 61.5 64.6 N/m2 1,934 2,078 2,222 2,370 2,514 2,801 2,945 3,093 psf 30.7 32.9 35.2 37.5 39.8 44.4 46.7 49.0 N/m2 1,470 1,575 1,685 1,796 1,906 2,126 2,236 2,346 - CLIO Notes:' • PLBCD, BCD, PLW2CD, W2CD, PLW3CD, W3CD, PLNCD, and NCD refer to cellular FORMLOK. See pages (continued .134 and 135 for additional information, from pg 18) • To calculate volumes or weights if slab is thicker than listed in table: (1) Add two total slab depths to equal given slab depth. (2) Choose corresponding volume or weight from specific profile column and flat slab col- umn to determine total weight or value for desired depth. (3) For thicker slabs, use multiple flat slab values. Catalog VF2 VERCO MANUFACTURING CC. ( 19 0 1 Q U360 Q v U240 U180 Type PLBTM-36 or HSB°-36 4 Allowable Uniform Loads (psf) DECK SPAN GAGE CRITERIA 2'-0" 3'-0" 4'-0" 5'-0" 5'-6" 6'-0" Stress 300 300 220 141 116 98 22 11360 •e• 287 121 62 47 36 U240 ♦•• ♦•• 182 93 70 54 U180 ♦•• •e♦ ♦ee 124 93 72 Z 6'-6" 7'-0 83 7? 28 23 42 34 56 45 7l.6 8'.O„ 9'-0" 10'-0" 11'-0" 12'-0" 63 55 49 43 39 35 29 24 18 15 13 11 9 8 6 4 28 23 19 16 14 12 9 7 37 30 25 21 18 15 12 9 8'-6" 9.,0.E c) 18 Stress 300 300 288 184 152 128 109 82 72 64 57 51 46 38 32 U360 4•4 eee 150 V 58 44 35 28 23 19 16 13 11 10 7 6 U240 e4♦ eee 225 115 86 67 52 42 34 28 23 20 17 14 11 8 U180 •4♦ ••• ♦•• 153 115 89 70 56 k,M5 37 31 26 22 19 14 11 Stress 300 300 300 251 208 174 149 128 112 98 87 78 70 63 52 44 U360 ♦e♦ ♦e• 207 106 79 61 48 39 31 26 22 18 15 13 10 8 U240 ••♦ ••• •e• 159 119 92 72 58 47 39 32 27 23 20 15 11 U180 eee ••e ♦e• 212 159 122 96 77 63 52 43 36 31 26 20 15* 16 Stress 300 300 300 300 264 222 189 163 142 125 110 99 88 80 66 55 U360 eee ♦e• 261 133 100 77 61 49 40 33 27 23 19 17 13 10 U240 eee eee ♦•• 200 150 116 91 73 59 49 41 34 29 25 19 14 U180 eee eee ♦e♦ 267 200 154 121 97 79 65 54 46 39 33 25 19 Stress 300 300 235 150 124 104 89 77 67 59 52 46 42 38 31 26 U360 ♦•e eee ♦•e Ne 122 94 74 59 48 40 33 28 24 20 15 12 22 U240 eee ♦e• eee eee ♦•♦ ••♦ ♦e♦ ♦•• eee eee 49 42 35 30 23 18 U180 ••♦ ee• ♦ee ♦•♦ •e♦ e•♦ so* eee ♦•♦ ♦•♦ e•e ♦•• eee eee 30 23 Stress 300 300 296 190 157 132 112 97 84 74 66 59 53 47 39 33 W U360 e•• ••♦ eee ••♦ 146 113 89 71 58 48 40 33 28 24 18 14 .1n U240 eee •e♦ ••♦ eee eee eee ••♦ eee ♦ee 71 59 50 43 37 27 21 CO U180 eee ••• eee ••♦ •e• •e• ••• ♦•• eee •e• ••e •e• ••• •e• 37 28 Stress 300 300 300 265 219 184 157 135 118 103 92 82 73 66 55 46 ♦•• ♦•• eee 258 194 149 117 94 76 63 53 44 38 32 24 19 ♦e♦ ♦N ♦•♦ ♦N ♦•♦ eee ♦•• ♦e♦ 115 94 79 66 56 48 36 28 eee ♦•e ♦e♦ ••• ♦•• ••• ••♦ eee ♦•♦ eee eee eee eee 64 48 37 Stress 300 300 300 300 271 228 194 167 146 128 113 101 91 82 68 57 U360 ♦4e ••e •e♦ 241 186 146 117 95 78 65 55 47 40 30 23 16 U240 ♦•• •ee ••♦ ••• e•• •e• •e• ••♦ 143 118 98 83 70 60 45 35 U180 e•• ♦e• •e♦ ♦•• e•e ••• ••• ••♦ ••• ••• •e♦ e•♦ ••e 80 60 46 22 Stress 300 300 294 188 155 131 111 96 84 73 65 58 52 47 39 33 U360 ♦•• ••♦ 247 127 95 73 58 46 38 31 26 22 18 16 12 9 U240 of ••e ••• ••• 143 110 86 69 56 46 39 33 28 24 18 14 U180 •re •e• ••e ••• ♦•• e•• eee 92 75 62 52 43 37 32 24 18 Stress 300 300 300 237 196 165 140 121 105 93 82 73 66 59 49 41 W 20 1/360 •ee ••♦ 298 152 115 88 69 56 45 37 31 26 22 19 14 11 J 11240 ••• ••• •e• 229 172 132 104 83 68 56 47 39 33 29 21 17 __ U180 ♦e• ee• ♦•♦ •ee •e• e•• 139 111 90 74 62 52 44 38 29 22 Stress 300 300 300 300 274 230 196 169 147 129 115 102 92 83 68 57 1 8 1/360 ••e •e♦ •e• 202 152 117 92 74 60 49 41 35 29 25 19 15 U240 ••• •e• e•♦ •e♦ 228 175 138 110 90 74 62 52 44 38 28 22 U180 ♦•e ♦•♦ ••• ••♦ •e♦ ••• 184 147 120 99 82 69 59 50 38 29 16 Stress 300 300 300 300 300 285 243 209 182 160 142 127 114 103 85 71 U360 4•e e•• •e• 251 189 145 114 92 74 61 51 43 37 31 24 18 U240 ♦•• ♦•♦ ♦•• ••e 283 218 172 137 112 92 77 65 55 47 35 27 U180 •e• ••• ♦•♦ •e• ••• ♦•• 229 183 149 123 102 86 73 63 47 36 See footnotes on page 27. .vercodeck.com VERCO DECKING. INC. VR4 " /o +1: 31/2 in. (89 mm) TOTAL SLAB DEPTH Normal Weight Concrete 145 pcf (2,320 kg/m3) 30.6 psf (1,465 NIm2) Galvanized or Phosphatized/Painted Deck Weight and Section Properties B FO ftiI1YILO�TM 7 Welds and 4 Welds Weight (psf, N/m2) Propertiesper ft Width Gage Galv G60 Z180 Phos/ Painted in.4 mm4 +S in.3 mm3 -S in.3 mm3 Allowable Reactions per ft (m) oWidth (Ib, N) End Bearing Interior Bearing 2" 51 mm 3,, 76 mm 4" 3 4" 102 mm 76 mm 102 him 22 1.9 1.8 0.175 0. 87 0.198 4 7 585 683 1250 1498 91.0 86.2 238,978 10,054 10,645 7,107 8,537 9,968 18,242 21,862 20 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118 110.1 105.3 294,967 12,634 13,333 9,705 11,442 13,178 26,123 30,910 Allowable Superimposed Loads (psf, kN/m2) co 0 Span (ft-in., mm) a 6.-0" 6'-6" 7'-6" 8'-0" 8'-6" 9.-0" 9.-6" 10'-0" 11'-0" 1,830 1,980 2,130 Z290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 1 232 199 173 151 132 117 104 92 82 74 66 11.1 9.5 83 7.2 6.3 5.6 5.0 4.4 3.9 3.5 3.2 261 228 12.5 10.9 9.7 261 228 202 12.5 10.9 9.7 151 132 117 104 92 82 74 66 7.2 6.3 5.6 5.0 4.4 3.9 3.5 3.2 151 132 117 104 92 82 74 66 7.2 6.3 5.6 5.0 4,4 3.9 .2 •20 275 240 13.2 11.5 83 160 141 124 110 98 88 79 71 8.8 7.7 6.8 5.9 5.3 4.7 4.2 3.8 3.4 2 275 240 212 189 170 13.2 11.5 10.2 9.0 8.1 124 110 98 88 79 71 5.9 5.3 4.7 4.2 3.8 3.4 275 240 212 189 170 13.2 11.5 10.2 9.0 8.1 124 110 98 88 79 71 5.9 5.3 4.7 4.2 3.8 .4 Shoring required in shaded areas to right af heavyline Diaphragm Shear Values, q (pif, kN/m) and Flexibility Factors, F ((in./Ib)x106, mm/N)x/06) u, Span (ft-in,, mm) -3 6'-0" 61-6" 7'-0" 7'-6" 8.-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 1,830 1,980 2,130 2,290 Z440 2,590 2,740 2,900 3,050 3.200 3,350 q4 1825 1785 1755 1725 1700 1680 1660 1640 1625 1610 1600 26.63 26.05 25.61 25.17 24.81 24.52 24.23 23.93 23.72 23.50 23.35 22 - F4 0.45 0.46 0.47 0.48 0.48 0.49 0.50 0.50 0.51 0.51 0.52 2.6 2.6 2.7 2.7 2.7 2.8 2.9 2.9 2.9 2.9 3.0 q7 2035 1980 1935 1895 1855 1825 1800 1775 1750 1730 1715 29.70 28.90 28.24 27.66 27.07 26.63 26.27 25.90 25.54 25.25 25,03 F7 0.40 0.42 0.43 0.44 0.44 0.45 0.46 0.46 0.47 0.48 0.48 2.3 2.4 2.5 2.5 2.5 2.6 2.6 2.6 2.7 2.7 2.7 q4 F4 20 q7 1890 1845 1805 1775 1745 1715 1695 1670 1655 1635 1620 27.58 26.93 26.34 25.90 25.47 25.03 24.74 24.37 24.15 23.86 23.64 0.40 0.41 0.42 0.42 0.43 0.44 0.44 0.45 0.45 0.46 0.46 2.3 2.3 2.4 2.4 2.5 2.5 2.5 2.6 2.6 2.6 2.6 2145 2080 2020 1975 1930 1895 1860 1830 1805 1780 1760 31.30 30.36 29.48 28.82 28.17 27.66 27.14 26.71 26.34 25.98 25.69 F7 0.35 0.36 0.37 0.38 0.39 0,40 0.40 0.41 0.42 0.42 0.43 2.0 2.1 2.1 2.2 2.2 2.3 2.3 2.3 2.4 2.4 2.5 36 • VERCO MANUFACTURING CO. Catalog VF2 f Parallel Collectors Spacing of the connections at diaphragm chords, struts, ties or other collector elements that are parallel to the deck flutes shall be based on the actual shear to be transferred and shear strength of the connections used. The maximum spacing of connections at parallel collectors is 3 ft. Allowable shear strengths for Arc Spot Welds, Arc Seam Welds, Hilti Fasteners, Pneutek Fasteners, and SDI Recognized Screws are listed in Table 2. Table 2: Allowable Shear Strength (Ibs/connection) for Arc Spot Welds, Arc Seam Welds, Hilti Fasteners, Pneutek Fasteners, and SDI Recognized Screws for Verco Deck Support Connections" 1 ..,,,,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 1 1 4 4 4 4 0 Deck Gage Profile BMT2 aM tnp vW Q We cno V W Q ''y Xccoo ILL zxi JWx Mx o N a JW Ex w W`1 zc tl. N w WY Rig a. N W w zm a. SG W W E. a (G 0s Ow -wo t) Q N (in.) (Ibs) (Ibs) (Ibs) (Ibs) (Ibs) (lbs) (Ibs) (Ibs) (Ibs) 22 B, N & W3 0.0299 783 1231 603 650 618 691 694 736 561 W2 0.0300 788 1236 605 652 620 693 697 739 563 21 W2 & W3 0.0330 936 1365 664 715 678 744 797 822 619 �B N & W3 0.0359 1091 1491 720 775 733 791 886 903 673 W2 0.0360 1096 1495 722 777 735 792 889 906 675 19 B, N, W2 & W3 0.0420 1455 1758 837 901 846 884 1057 1079 788 18 s. W2 0.0470 1793 1981 932 1003 937 956 1184 1228 881 B, N & W3 0.0478 1850 2017 947 1020 951 967 1204 1253 896 la W2 0.0590 2280 2527 1155 1244 1145 1115 1457 1604 1106 B,N&W3 0,0598 2309 2564 1169 1259 1158 1125 1474 1630 1121 Deck Gage Profile BMT2 SCREWS7'8,9,1° SDI RECOGNIZED (in.) (Ibs) 26 9/16" SV 0.0179 376 1-5/16" DV 0.0195 410 24 9/16" SV 0.0239 502 1-5/16" DV 0.0254 533 22 9/16" SV 0.0299 628 1-5/16" DV 0.0314 659 20 1-5/16" DV 0.0374 785 1. The profile designations used in this table apply to the profile families as summarized below: "B" — PLB & B FORMLOK deck "N" — PLN3, N3, N3-NS, PLN & N FORMLOK deck "W2" — PLW2 & W2 FORMLOK deck "W3" — PLW3 & W3 FORMLOK deck "9/16" SV" - 9/16 in. (Shallow) VERCOR deck "1-5/16" DV" - 1-5/16 in. (Deep) VERCOR deck 2. Base metal thickness (BMT) = specified minimum uncoated base metal thickness used in design. Deck subject to thickness tolerances as described in Section A2.4 of AISI S100. 3. The minimum arc spot weld effective fusion diameter, de, is 1/2 inch. The minimum arc seam weld effective fusion width, de, is 3/8 inch and the minimum arc seam weld length, L, is 1 inch excluding circular ends. 4. Details, workmanship, technique and qualification of welds must comply with AWS D1.3. 12 • VF5 VERCO DECKING, INC. www.vercodeck.com 4 4 1 A ] INTERGATE EAST II STORM WATER DRAINAGE SYSTEM MAINTENANCE MANUAL APPENDIX A OF KING COUNTY STORM WATER DESIGN MANUAL AND BEST MANAGEMENT PRACTICES FOR COMMERCIAL PROPERTY REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEIVED COTY OF TUKWILA DEC 16 2019 PERM' (MUTER big- 0350 1111411 4411411 v SABEY NTERGATE,EAST II SWWP SITE PLAN 2501 EAST MARGINAL WAY SOUTH, TUKWILA, WA 98168 OVERALL SITE DATE:128119 SCALE: N.T.S. DRAWN:TS ABEY ARCHITECTURE 12201 Tukwila IMI Blvd • 41h Floor, Saallle, WA 98168 T 206.281.8100 F 206,281.8920 W sabey.com SABEY INTERGATE,EAST II SWWP SITE PLAN 12501 EAST MARGINAL WAY SOUTH, TUKWILA WA 98198 DATE:121819 SCALE: N.T.S. DRAWN: TS SA0EY ARCHITECTURE 12201 Tukwila 101 Blvd *Floe Seallle, WA 98168 7 208.281,8700 F 206.281,8920 W sabey.com SABEY INTERGATE,EAST II SWWP SITE PLAN 12501 EAST MARGINAL WAY SOUTH, TDNWILA, WA98168 DATE 1216119 SCALE: N.T.S. DRAWN: TS SABEY ARCHITECTURE 12201 Tuhwlla 14 • 41h Floor eagle, WA 98166 T 206.281.8700 F 206.281.8920 W sabey.00m STORMIIATER POLLUTION PREVENTION MANUAL Best Management Practices for Commercial, Multi —Family and Residential Properties April 2016 Prepared by King County Department of Natural Resources and Parks Water and Land Resources Division Stormwater Services Section Foreword The King County Stormwater Pollution Prevention Manual was developed to comply with requirements of the Federal Clean Water Act —National Pollutant Discharge Elimination System (NP[]ES) Program and the State Puget Sound Water Quality Management Plan—Stormwater Program. The intent of these programs is to maintain and improve the quality and beneficial uses of our water resources. The widespread implementation of best man- agement practices (BMPs) is regarded as one of the best solutions to achieving this goal. This manual provides detailed information for businesses, residents, managers, and owners of property in unincorporated King County, and describes the actions we are all required to take to reduce the contamination of stormwater, surface water, and groundwater. Note: This manual replaces the King County Stormwater Pollution Prevention Manual, BestManagement Practices for Businesses, dated January 2009. Acknowledgments Primary Contributing Staff. Cynthia Hickey, Senior Engineer Blair Scott, Project Manager Clarification ofManuals The Stormwater Pollutant Prevention Manual (SPPM) presents pollution prevention practices for all property own- ers|nunincPrporatedKingCounty.UsetheKing[wuntySurfaceVVaterDesignK8anua|(KC5VVDM)forconstruction projects that require King County permits and have stormwateir quantity and quality control requirements. Rede- velopment or property improvements on existing sites may require structural 0K8Pu. Structural BKAPs are found in this manual aswell asthe K[SVVOk8. KCIT GIS, Visual Communications and Web Unit File: l6O6_6846L�5PPK8man uaUmdd 2 Stormwater Pollution Prevention Manual ` King Wunty KING COUNTY STO ER POLLUTION PREVENTION MANUAL ` ���U - ' uonuwon�vvu Cououeoous `~ CHAPTER 1—OVERVIEW 7 About this Manual 7 Best Management Practices 7 Exemptions 8 Step byStep Approach D Activities that May Result inStructural Improvements lO Other Agency Requirements . 12 Your 5tprrn Drainage System 13 Activities That May Affect StorrnvvaterRunoff (Tab|e) 18 CHAPTER 2—STORMWKTER PROBLEMS 15 StornnvvaterRunoff 15 Storm Drains Lead toLakes and Streams 15 Polluting isAgainst the Law 15 Ways You May bePolluting 15 Pollutants 16 CHAPTER 3—STORMWATER BEST MANAGEMENT PRACTICES FOR COMMERICAL ACTIVITIES 21 Pollution Prevention Practices 23 ByNPActivity VVwrhsheet 24 8KAPActivity Sheets A-7 Required Best Management Practices for all Properties with Commercial Activities 27 A-] Outdoor Storage ofLiquid Materials inStationary Tanks 29 A-] Storage ofLiquid Materials inPortable Containers 30 A'4 Outdoor Storage ofSoil, Sand, and Other Erodible Materials ]l A-5 Storage ofDry Pesticides and Fertilizers 32 A'6 Storage ofContaminated Soils 33 8-7 Outdoor Storage and Processing V[Food Items 34 A-8 Storage or Solid and Food Wastes (Including Cooking Grease) 35 A-9 Storage ofScrap and Recycling Materials (Including Auto Recycling Facilities) 38 A'l0Treatment, Storage, orDisposal ofDangerous Wastes 37 A-1lCleaning OrWashing of Tools and Equipment 38 ~ A-12 Cleaning orWashing ofFood Service Areas and Equipment 39 A-13 Vehicle Washing and Steam Cleaning 40 A'l4 Interior Washing Operations 41 S*rmwater Pollution Prevention Manual ^King County 3 A-l5Pressure Washing of Buildings, Rooftops, and Other Large Objects 42 ArlOTruck orRail Loading and Unloading nfLiquid mrSolid Material 43 A-17 Stationary Fueling Operations 44 A-l8Vehicle and Equipment Repair and Maintenance 47 Ar19[oncrete Asphalt Production, and Recycling 49 A-20Concrete and Asphalt Application 50 A'21 Manufacturing and Post -Processing mfMetal Products 51 A-22 Painting, Finishing, and Coating of Vehicles, Products and Equipment 52 A-23 Wood Treatment and Preserving 53 A'24Commercial Composting 54 A-25Chemical Applications - Other Than Landscaping 55 A-26 Landscaping Activities and Vegetation Management 58 A-Z7Clearing and Grading ufLand for Small Construction Projects --------------------S& Ar28 Demolition ofBuildings 59 A,39Building Repair, Remodeling, and Construction 60 A,30 Ship/Boat/Watercraft Building, Maintenance, and Repair 62 A-31 Vehicle and Equipment Parking and Storage 63 A-32 Sidewalk Maintenance 64 A'33Swimming Pool and Spa Cleaning and Maintenance 05 A-34 Keeping Animals inControlled Areas 67 A-35Keeping Livestock inStables, Pens, Pastures, orFields 88 A-36Logging and Log Yards 69 A'37 Mining and Quarrying ofSand, Gravel, and Other Materials 7O A'38Well, Utility, Directional and Geotechnica|Drilling 71 A-39Roof Vents and Fugitive Emissions 72 A'40 Street Deicing Operations 73 A'41 Wheel Wash and Tire Bath Track Out Control 74 A-42 Potable Water Line Flushing, Water Tank Maintenance and Hydrant Testing 75 A-44Dust Control for Commercial Operations 76 A'45Maintenance ofPublic and Private Utility [orKdomand Facilities 77 A-46 Color Events 78 /\-47 Older Fueling Operations 80 ' � 4 Stormwater Pollution Prevention Manual -King (ounty rtHAPTER 4 — RESIDENTIAL BMPs 85 Introduction 85 Residential BMP Sheets R-1 Residential Automobile and Boat Washing 86 R-2 Storage of Solid and Food Wastes AKA Garbage 87 R-3 Residential Automobile Repair and Maintenance 88 R-4 Residential Hazardous Waste Use, Storage, and Disposal 89 R-5 Residential Gardening and Lawn Care 90 R-6 Residential Maintenance and Repair 91 R-7 Residential Swimming Pool and Hot Tub Maintenance 93 CHAPTER 5 - INFORMATION SHEETS...................................95 Catch Basin Inserts 96 Containment 99 Controlling and Collecting Contaminated Runoff 101 Covering 103 Disposal 105 Drainage Maintenance Contractors108 Oil/Water Separator 112 Spill Response and Cleanup Plan 114 Water Quality Treatment BMPs 120 CHAPTER 6 - TECHNICAL. ASSISTANCE 123 General BMP Selection 123 Sanitary Sewer and Septic Systems Resources 124 Waste Management and Recycling 124 Land Use, Fire Code, and Building Code Requirements 127 Erosion Control Practices 127 Air Quality 128 Environmental Organizations 129 QUICK PHONE REFERENCE 130 Stormwater Pollution Prevention Manual • King County / ` `~ ^~ ������K�K� vmm�n"mv�wm ABOUT THIS MANUAL KingCounty'swaterresou|ces-its streams, lakes, wetlands, groundwater, and Puget Sound-rlayanimmortant role inthe quality oflife vveenjoy. Theyprnvdeusvvithrecreat/onanddhnWngvvater, support tourism, salmon and multiple other fish species, and are used extensively in industry. These waters, however, are vulnerable to pol- lution from a wide variety of human activities. Many of our water pollution problems are due in large part to pollutants washed off of land by storms.The quality of "stormwater" from residential properties, public facilities, commercial and industrial businesses, and agricultural lands is an increasing concern nationwide. The amount of pollution from any one place may not be significant by itself, but cumulative effects tVwater quality can besignificant. The federal Clean Water Act mandates that cities and counties control the quality of stormwater runoff through implementation of pollution prevention measures. To meet the requirements of the Clean Water Act and to sustain our quality of life, the King County Council passed King County Code 9.12 (Water Quallity) in November 1992. This manual applies toall activities inunincorporated King County that have the potentialtocontribute pollutants to stormwater runoff or to receiving waters directly. Stormwater runoff may seep into the ground, drain to a storm drain or a drainage ditch, or flow over the ground. Regardless of the way runoff leaves the site, it can end up in a stream, river, lake, wetland, groundwater, or Puget Sound. King County Code 9.12 (water quality) requires the use of BMPs described in this manual, The manual includes: ^ Storrnvvater8K4PSfor commercial, industrial, public, and multifamily residential activities, ^ 5tornnvvaterBK8Psfor single family residential properties. ^ Information on how to implement many stVrrnvvater8k8Ps. , Additional resources BEST MANAGEMENT PRACTICES The methods mfprotecting the quality ofstornmvvater,surface water and groundwater, are called best management practices (BMPs). BMPs encompass a variety of managerial, operational, and structural measures that will reduce the amount of contaminants in stormwater and improve the quality of our water resources. HK4Psare separated into two broad categories: source control and treatment. Source control BMPs prevent con- taminants from entering water bodies Vrstornmvvater runoff, Some source control BK4Psare operational, such as checking regularly for leaks and drips from equipment or vehicles, covering materials that have the potential to add pollutants to surface water, and educating employees about site clean-up procedures. Other source control 8kAPsare structural, including roofs, berms, and fueling pads. Treatment BMPs are activities that treat stormwater to remove pollutants although no treatment BMP can remove 1OOpercent ofthe contaminants. It is more efficient, effective, and economical to prevent the contamination of stormwater than to treat it. StormomorPollutionfmmntion Manual `0ng(ounty 7 EXEMPTIONS You are exempt from implementing the BK4Psinthis manual if you: ^ Have obtained and are complying with a permit under the National Pollutant Discharge Elimination System (NPDB)StormwaterPe,mlitProgram. ~ Implement and maintain a farm management plan approved by the King Conservation District (KCD). ^ Implement BIVIPs in compliance with King County Code 21A,30, which addresses animal and livestock keeping practices. ^ Engage iDforest practices, with the exceptionofClass IVgeneral forest practices. These exemptions are only from the requirements of this manual. If you are exempted for one wrmore ofthe rea- sons |isted above King County assumes that you are implementing the appropriate BK4Ps. If you have not imple- mented BMPs, or they are not effectively addressing the discharge of contaminants, then you will be required to comply with this manual. The following is a step-by-step approach to BMP compliance. STE 0 If you are not exempt due to an above listed reason, then you must comply with the BMPs in this manual. 0 Evaluate Existing Conditions Determine which activities in this manual are applicable to your property using the BMP Activity Worksheet. Review the applicable BIVIP activity sheets which can be found in Chapter 3 of this manual and on our Web site at http://Ww/yxkingoxuntKgoxlenvinJnrnentiva&erondlandlstonnwateVthocuO7entslp00bti0n-nreme8ti0n-nnununLaspx. You will need to be familiar with the stormwater drainage system on your site, 0 Seek Assistance You can have a free on -site consultation with a WILRD engineer who will walk through your site,discuss condi- tions,necessaryBK4Ps,andprovdeassistancevvithinnp|emnentation.Torequestanon-siteconsu|tation,caU 306-477-4811. 0Check Your Internal Floor Drains an«�Plun�bin� `^^�onnec�ons �m�'^'`^``''''^`^`^'``''````^`^^^^``^``'~^^^''~^~`^'^``^``'^``^'``'```'''``''^^'`'`^ Discharges from internal floor drains, appliances, industrial processes sinks, and toilets that are connected to the nearby storm drainage system can cause significant stormwater pollution. These discharges must go to the sani- tary sewer system, a holding tank, an on -site process water treatment system, or a septic system under certain conditions. For information onhow tocheck for illicit connections refer tmOIVIP Activity Sheet Ar1.You can also get help from your local sewer utility. If you find out that your internal drains are improperly connected to the storm drainage system, they will need to be removed, permanently plugged, or connected to the sanitary sewer, septic system, on -site treatment system under certain conditions, oraholding tank. 8 }tormwater Pollution Prevention Manual ^King County Vote: Only residential strength wastewater (or domestic wastewater) from sinks, toilets, washing machines, dishwash- ers, bathtubs, and showers can legally be discharged to a septic system. Non -domestic wastewater (or commercial, industrial, or non-residential wastewater) should never enter the septic system; it cannot be treated. Non -domestic wastewater may also kill beneficial microorganisms that treat sewage, and can contaminate soil and groundwater. Only put things down the drain that the septic system is designed to handle: organic waste and septic system friendly paper products. Floor drains directly connected to septic systems may pose health and fire hazards due to septic gases. 111) Develop an Implementation Strategy Look at the property as a whole to determine how the BMPs you implement will work together. There may be ac- ceptable BMPs that are not listed in the manual. Be creative in assessing your own needs and the constraints that you may face on your property. Implement the Nonstructural Source Control BMPs First, implement the BMPs that do not require extensive construction. Examples include having spill control and cleanup materials on site, using drip pans or drop cloths when conducting day to day activities, and sweeping instead of hosing down an area to a storm drain. fi) Implement the Structural Source Control BMPs if necessary. Second, implement the structural source control BMPs that may require a building permit or require larger capital expenditures. Examples include constructing a building to enclose a work activity that is currently in the open, or building a containment area. 0 Implement a Treatment BMP If a treatment BMP is determined to be necessary for your site, you must have an acceptable design prepared and approved by WLRD. You may be required to use the King County Surface Water Design Manual (KCSWDM) when designing and receiving approval of treatment BMPs. Once the design has been approved by WLRD and a permit issued (if necessary) from the Department of Permitting and Environmental Services (DPER), construction may begin. 0 Keep Records Keep copies of the activity sheets and other documentation on implementing BMPs. Records may be used to illustrate compliance with this manual. 0 Maintain Your BMPs Business owners and property managers must ensure employees are maintaining all BMPs. Employee education should be a continuous process for effective BMP implementation. Single family residential properties are also required to maintain all BMPS. Stormwater Pollution Prevention Manual • King County 9 ACTIVITIES THAT MAY RESULT IN STRUCTURAL IMPROVEMENTS There are a number of activities that may require structures and/or specific drainage configurations in order to protect stormwater and maintain compliance with King County Water Quality Code 9.12. Roof structures, wheel washes, cement pads, shutoff valves, containment berms and indoor mop sinks are all examples of things that need to be in place prior to commencing the activity. These may require building permits and other approvals prior to construction. Contact DPER for permit information. Below are some highlighted activities and the BMP activity sheets that provide more detail: Commercial Composting Structural improvements: paved composting and storage pads, leachate collection system, lined collection ponds, wheel wash system • A-24 Commercial Composting Fueling of equipment and vehicles Structural improvements: Portland cement pads, roofs, spill control devices, trench drains, oil/water separators • A-17 Fueling Operations • A-47 Older Fueling Operations Horse stables Structural improvements: Wash racks connected to sanitary sewer or separate infiltration area, manure con- tainment areas • A- 35 Livestock Mining of sand or gravel Structural improvements: Wheel wash system and track -out control, catch basin inserts • A-41 Wheel Wash System Painting, Finishing, & Coating of Vehicles & Equipment Structural improvements: Permitted, enclosed paint booths • A-22 Painting, Finishing, & Coating of Vehicles, Products, & Equipment Restaurants and food trucks Structural improvements: Indoor sinks for mat and rack washing and mop and wastewater disposal. • A-8 Storage of Solid and Food Wastes • A-12 Cleaning of Food Service Areas and Equipment Outdoor storage of erodible materials, e.g. compost, bark, sand, etc. Structural improvements: Wheel wash system and track -out control, berms, containment areas, covering, and catch basin inserts • A-41 Wheel Wash and Tire Bath Track Out Control Outdoor storage or processing of galvanized materials Structural improvements: Roofs or other covering, stormwater collection and treatment system • A-21 Manufacturing and Post -Processing of Metal Products 10 Stormwater Pollution Prevention Manual • King County • Storage of liquid materials Structural improvements: Secondary containment, roofed structures, spill control devices • A-2 Storage of Liquid Materials in Stationary Tanks • A-3 Storage of Any Liquid Materials in Portable Containers Utility Corridor Maintenance Structural improvements: Road stabilization • A-45 Maintenance of Public & Private Utility Corridors & Facilities Washing of cars, trucks and equipment (not just commercial car washes) Structural improvements: Dedicated wash pads, sewer connection, holding tanks, catch basin inserts • A-13 Vehicle washing Wood Treatment & Preserving Structural improvements: Paved, contained and covered storage and processing areas • A-23 Wood Treatment & Preserving Stormwater Pollution Prevention Manual • King County 11 OTHER AGENCY REQUIREMENTS Please note that other federal, state, and local agencies enforce regulations that may relate to your implementa- tion of Best Management Practices. Consult the following entities for guidance on the listed activities: King County Surface Water Design Manual • Drainage requirements, and construction BMPs for erosion and sediment control for new development and redevelopment King County Critical Areas and Clearing and Grading Ordinances • Land use regulations protecting environmentally sensitive areas and public health and safety King County Fire Code • Storage and handling of flammable, combustible, and hazardous materials King County Animal Regulations (Livestock Ordinance) • Raising and keeping of livestock Public Health - Seattle & King County • Solid waste • Septic systems (On -Site Septic Systems) • Structural pesticide applicators King County Wastewater Treatment Division Industrial Waste Section and Local Sewer Authorities • Acceptance of process water or contaminated stormwater to sanitary sewers Washington State Department of Ecology • National Pollutant Discharge Elimination System (NPDES) Stormwater Permits • Discharge of process wastewater to surface water • Underground storage tanks • Spill prevention and control plans • Dangerous waste generators • Groundwater quality protection • Oil spill prevention and cleanup plans (with U.S. EPA) Washington State Department of Agriculture • Pesticide applications Puget Sound Clean Air Agency • Fugitive dust • Outside painting • Spray booths U.S. Coast Guard • Transfer of petroleum products on Puget Sound 12 Stormwater Pollution Prevention Manual • King County Y�����K��&8���U���������h8 n~_^^~^-`^~~~^^^`^^---~___,~_, / 11 Instrudions `~ `' If you have a set of plans/blueprints of your site and the associated storm drainage system, familiarize yourself and your employees with drainage patterns and drainage structure location. If you do NOT have a set of plans for the property, prepare a rough sketch to familiarize you with your on -site drainage system and aid in the implementation of best management practices. The sketch should show the following: ^ Drainage structures, Le., catch basins, pipes, ditches, ponds, vaults, etc. ° Buildings ^ StVmgestru[tures/sheds ^ Storage areas ^ P|aces/pointsvvhe,e storrnvvater leaves your site A rough sketch will familiarize you with your on -site drainage system and aid in the implementation of best management practices. If you have any questions call 206-477-4811. � �~ " ,|°~^~^/ SLO * C0VERE3> SrORA&S V CATCH PE SASIN ~� U I V SmnvwaterPollution Prevention Manual `King (oumy 13 / / ' ` ��������������������U�8�� �n��nvmmw°vnn��u�«����o�� STORMWATER RUNOFF |nvegetated areas such as forests, fields, and wetlands, rainwater seeps slowly into the ground. However, when rain falls on paved and other hard, impervious surfaces it runs off quickly and is conveyed by pipes and ditches directly to King County lakes, wetlands, and streams. This water that flows across the land is called stormwater runoff. Stormwater runoff collects pollutants when it hits the ground and carries it to the storm drain system and ultimately toPuget Sound. For example, runoff from parking lots picks upoil and grease dripped from cars, asbestos from worn brake linings, and zinc from tires. Pesticides, herbicides, and fertilizers are washed off from landscaped areas, and soils are washed away from construction sites. Any substance found on the ground can contaminate storrnvvaterrunoff. STORM DRAINS LEAD TO LAKES AND STREAMS Storm drainage systems are designed to decrease the chance of flooding in developed areas. The storm drain- age system collects stormwater runoff from catch basins, roof downspouts, footing drains, and other inlets. The stormwater is then conveyed to the nearest wetland, lake, stream, or to Puget Sound. In urban areas, the storm drainage system consists primarily ofdrains and underground pipes. |nrural areas, the storm drainage system may be in the form of ditches. Drainage systems are meant to carry only unpolluted stormwater to the nearest natural body ofwater. In areas that are served by sanitary sewer all interior drains including toilets,all interior floor drains, process water, etc., lead to the sanitary sewer system and end up at a wastewater treatment plant where the wastewater is treated before being discharged into Puget Sound. In areas that do not have sanitary sewer the interior drains go to an onsite sewage treatment system, known as an On —Site Septic System. The wastewater is treated naturally and infiltrated on site, POLLUTING IS AGAINST THE LAW The Washington State Water Pollution Control Law (RCW 90.48) and the King County Water Quality Code (KCC 9.12) prohibit the discharge of pollutants to the storm drainage system, surface water, and groundwater. Pollution can cause harmful algal blooms and impair recreational activities; lesions and turnVm in fish and other animals; destruction of fish spawning areas and damage habitat for plants and animals. WAYS YOU MAY BE POLLUTING Many people know that it is illegal to dump toxic chemicals or other material directly down a storm drain but some ofthe more common pollution generating activities include: ^ Washing tools and equipment outside ` Hosing down your work area, driveway, o,sidewalk ^ Blowing leaf litter and sediment into the street ^ Spilling oil orgrease onpavement without cleaning itup SmnvwnerPollution Prevention Munuo-King (oumy 15 ^ Not repairing leaking vehicles ` Digging without taking steps tpprevent erosion • Washing vehicles even with "environmentally safe" or "green" cleaners. POLLUTANTS Any substance that can render water harmful 0mpeople, fish, orwildlife orimpair recreation orother beneficial uses of water is considered a pollutant. The broad categories of pollutants and their effects on fish and wildlife are described below. The table located at the end of this chapter presents a list of the activities addressed in this manual. This table indicates the types of pollutants that may be generated by those activities. Oils Greases, and Fuels Oils and greases have many common sources: driveways, streets highways, parking lots, food waste storage areas, heavy equipment and machinery storage areas, and places where pesticides have been applied. The familiar sight of a rainbow -colored puddle or trickling stream of water in parking lots, driveways, and street gutters isa reminder ofthe presence ofoils and greases instornnvvaterrunoff. Oils and greases can be petroleum - based (motor oil) or food -related (cooking oils). Oil and grease are known to be toxic to aquatic organisms even at relatively low concentrations. They can coat fish gills, prevent oxygen from entering the water, and clog drainage facilities. Many metals, including lead, copper, zinc and cadmium, are commonly found in urban runoff. Metals can contaminate surface and groundwater, and concentrate in bottom sediments, presenting health problems for fish and animals that eat from the bottom of lakes, streams, and Puget Sound. This in turn harms the people who consume the fish caught in contaminated areas. Industrial areas, scrap yards, paints, pesticides, and fallout from automobile emissions are typical sources ofmetals inrunoff. Sediments Sediment, often originating as soil particles, sand, and clay, is the most common pollutant in stormwater runoff by volume and weight. Excess sediment turns stream and lake water cloudy, making them less suitable for recre- ation, fish life, and plant growth, Sediment is of particular concern in fish -bearing streams where it can smother fish eggs, destroy habitat for insects (a food source for fish), and cover prime spawning areas. Sediment can also clog storm drains, leading to increased private and public maintenance costs and flooding problems. Sediment isalso of concern because many other pollutants including PCBs, oils, metals, bacteria, and nutrients tend tzattach tosoil particles. Construction sites and exposed earth are generally the greatest contributors of sediment in surface waters. Other sources include erosion from agricultural lands, pressure washing and sand- blasting operations, loose dirt and debris tracked out to roads by equipment and vehicles, and dirt and grit from parking lots, driveways, and sidewalks. Oxygen —Demanding Substances Plant debris, yard waste, food waste, compost, sawdust, and some chemical wastes fall into acategory ofwater pollutants known as oxygen -demanding substances, Such substances use dissolved oxygen in water when they decay or chemically react. If dissolved oxygen levels in water become too low, aquatic animals become stressed or die. Salmon and trout are particularly at risk because they need high dissolved oxygen levels to live. 16 }mnowwter Pollution Prevention Monuo`King County ^ | wastes, food wastes, yardvvasteandothe,nmisceUaneousorgonicrnattercanied6«stornnvvaterrunoff into surface water can lead to reduced oxygen levels. Slow -moving waters are particularly susceptible to oxygen dep|gtionbecausetheveisU1±\eaerationofthevvaterbyturbu|encg.Thepefore,oxygenthatisdep|etedins|ovvmoving waters is not replaced. - Nutrients Pkantsneednutrientssuchasphnsphorusandnitvogentmgrovv but high levels can beharmful tmwater quality. Excess nutrient levels can over -stimulate the growth of algae and other aquatic plants, resulting in unpleasant odors, unsightly surface scum, and lowered dissolved oxygen levels from plant decay, Nutrients are most likely to pose aproblem inslow moving water such aslakes orsluggish streams. Some forms mfalgae are toxic tofish and other aquatic organisms and may even cause death inanimals that drink affected water. Algae can also cause taste and odor problems in drinking water, foul-smelling odor in ponds and lakes, and problems with clogged water intakes, drains, and pipes. Forms of nitrogen (ammonium), in combination with pH and temperature variations, can cause water quality problems and be toxic to fish, Fertilizers, animal wastes, failing septic systems, detergents, road deicing chemicals, automobile emissions, eroded soils, and organic matter such as yard waste are all contributors to excessive nutrient levels in urban/rural and agricultural stormwater runoff. �����x���^ Compounds Excessive application of toxic organic compounds such as; insecticides, herbicides, fungicides, and rodenticides, or application of any of these shortly before or during rainfall can result in toxic pesticide chemicals being carried ' from agricultural lands, construction sites, parks, golf courses, and residential lawns and gardens toreceiving waters. Many pesticide compounds are extremely toxic to aquatic organisms and can cause fish kills. Other toxic organic compounds such as phenols, glycol ethers, esters, nitrosamines, and other nitrogen compounds also affect receiving waters. Common sources of these compounds include wood preservatives, antifreeze, dry cleaning chemicals, cleansers, and a variety of other chemical products. Like pesticides, these toxic organic compounds can belethal toaquatic organisms. Fecal (oliform Bacteria Fecal coliform bacteria in water may indicate the presence of pathogenic (disease -causing) bacteria and viruses. Pet and other animal wastes, failing septic systems, livestock waste, and fertilizers can all contribute fecal coliform bacteria. Bacterial contamination has led to closures of numerous shellfish harvesting areas and swimming beaches in the Puget Sound region. pH The pH value of water is an indication of its relative acidity. The pH value can range from 0 to 14, with 6 to 8 being desirable for most bodies of water. A pH level outside this range will adversely affect plant and animal life, Waters with very high (basic) or very low (acidic) pH are corrosive to metal surfaces. There are several sources that can contribute to change of pH in runoff, including industrial processes that discharge acidic wastewater, solutions used in metal plating operations, acidic chemicals used in printing and graphic art businesses, cement used in ` concrete products and concrete pavement, and chemical cleaners used in homes and businesses. Stormwater0ollution Prevention Manual `King(ounty 17 Co Stormwoter Pollution Prey ACTIVITIES THAT MAY AFFECT Oxygen Fecal Hydro- Pesticides- Oils- Demanding Worm Abnormal STORMWATER RUNOFF carbons PCBs Other Greases Nutrients Metals Sediment Substance Bacteria pH Storage Activities Storage of liquid materials in stationary tanks Y Y Y Y Y Y N Y N Y Storage of liquid materials in portable containers Y Y Y Y Y Y N Y N Y Storage of soil, sand, and other erodible materials N N N N Y Y Y Y Y Y Storage of pesticides and fertilizers N Y Y Y Y Y Y Y Y Y Storage and treatment of contaminated soils Y Y Y Y N Y Y N N Y Storage and processing of food items N N N N Y N Y Y N N Storage of solid wastes and food wastes (including cooking grease) Y Y Y Y Y Y Y Y Y Y Storage of scrap and recycling materials (including auto recycling facilities) Y Y Y Y N Y Y Y N N Treatment, storage, or disposal of dangerous wastes Y Y Y Y Y Y Y Y Y Y Washing Cleaning or washing of tools and equipment Y Y Y Y Y Y Y Y N Y Cleaning or washing of cooking equipment N N N Y Y N Y Y N Y Vehicle washing and steam cleaning Y Y Y Y Y Y Y Y N Y Interior washing operations (including mobile contractors) N N Y Y Y N Y N N Y Pressure washing of buildings, rooftops, and other large objects Y N Y Y Y Y Y Y N Y Transfer of Liquid Materials Truck or rail loading and unloading of liquid materials Y Y Y Y Y Y N Y N Y Fueling operations Y N N Y N Y N Y N N Engine repair and maintenance Y N Y Y N Y Y Y N Y Production and Application Concrete and asphalt production at stationary sites Y N Y Y N Y Y N N Y Concrete and asphalt application Y N Y Y N Y Y N N Y Manufacturing and post -processing of metal products Y N Y Y N Y Y Y N Y Painting, finishing, and coating of vehicles, products, and equipment Y N Y Y N Y Y Y N Y Wood treatment and preserving Y N Y Y N Y Y Y N Y Commercial composting N Y Y N Y Y Y Y Y N Chemical applications -other than for landscaping N Y Y Y N Y N Y N Y Y = Potentially present in activity area runoff N = No presence or imract Oxygen fetal ACTIVITIES THAT MAY AFFECT FECT Ny o Pesticides- Oils- Demanding (glom Hydro, STORMWATER RUNOFF carbons PCBs Other Greases Nutrients Metals Sediment Substance Bacteria Landscaping abnormal pN Landscaping activities N Y N Y Y Y Y Y Y N Construction Clearing, grading, and preparation of land for small con- struction projects Y Y N Y Y Y Y Y N N Demolition of buildings N N Y N Y Y Y N N Y Building repair, remodeling, and construction Y N Y N Y Y Y N N Y Boat building, maintenance, and repair Y N Y Y Y Y Y Y N Y Other Activities Vehicle and equipment parking and storage Y N Y Y N Y Y N N N Sidewalk maintenance Y Y N Y N Y Y Y Y Y Swimming pool and spa cleaning and maintenance N N N N Y N Y Y Y Y Keeping animals in controlled areas N Y N N Y N Y Y Y N Keeping livestock in stables, pens, pastures or fields N N N N Y N Y Y Y N Logging and log yards Y Y N Y Y N Y Y N N Mining and quarrying of sand, gravel, and other materials Y N N Y Y Y Y N N Y Wet, directional and geotechnical drilling Y Y Y Y N Y Y Y N N Roof vents and fugitive emissions (including dust) N N Y Y N Y Y N N Y Street deicing operations N N Y N N N Y Y N Y Wheel wash and tire bath operations Y N Y Y N Y Y N N Y Potable water line flushing or tank maintenance N N Y N N Y Y N Y Y Dust control, soil erosion, sediment control for manufactur- ing and other commercial operations Y Y Y N N Y Y Y N Y Maintenance of public and private utility corridors and facilities Y Y Y Y Y Y Y Y N Y Color events N N Y N Y N Y Y N N Athletic fields N Y N N Y N Y N N N Y = Potentially present in activity area runoff N = No presence or impact k0 �������&����� Q&���0��N��������N���D&���K�~�� � n w, nx�w nm nn u � nx BEST n MANAGEMENT xn�w �mm � "n n PRACTICES x x ~.�� FOR COMMERICAL AC1[UVU1[UES ^ Pollution Prevention Practices ^ BK4PActivity VVorksheet • BMP Activity Sheets » » » » » » » » » » » » " » » » A-1 Required BN1Psfor All Properties with Commercial Activities A-3 Outdoor Storage ofLiquid Materials |nStationary Tanks Ar] Storage of Liquid Materials in Portable Containers A'4 Storage ofSoil, Sand, and Other Erodible Materials A'5 Storage of Dry Pesticides and Fertilizers A-6 Storage nfContaminated Soils A-7 Outdoor Storage or Processing of Food Items A'0 Storage o[Solid Waste and Food Waste (Including Cooking Grease) A'9 Storage of Scrap and Recycling Materials (Including Auto Recycling Facilities) A'10 Treatment, Storage, orDisposal ofDangerous Wastes 8'11 Cleaning mrWashing nfTools and Equipment A'12 Cleaning o,Washing ofFood Service Areas and Equipment A'l3Vehicle Washing and Steam Cleaning A'14 Interior Washing Operations (Including Mobile Contractors) A'15 Pressure Washing of Buildings, Rooftops, and Other Large Objects A'16 Truck orRail Loading and Unloading mfLiquid orSolid Material A'17 Stationary Fueling Operations >> A-18 Vehicle and Equipment Repair and Maintenance >) A-1 9 Concrete, Asphalt Production and Recycling StormowaterPollution Prevention Manual -King (ounty 21 » A-21 Manufacturing and Post —Processing ofMetal Products » A-22 Painting, Finishing, and Coating ofVehicles, Products, and Equipment » A'23 Wood Treatment and Preserving » A-24 Commercial Composting » A'25 Chenoica|App|icatimns—OtherThanLandscaping A-26 Landscaping Activities and VegetationManagernent Ar27Clearing and Grading ofLand for Small Construction Projects A'28 Demolition ofBuildings A'39 Building Repair, Remodeling, and Construction A-50 Sh(o/Boat/VVatercraft Building, Maintenance, and Repair A']l Vehicle and Equipment Parking and Storage » A'33 Sidewalk Maintenance » A-33 Swimming Pool and Spa Cleaning and Maintenance » A-34 Keeping Animals inControlled Areas » A-]S Keeping Livestock inStables, Pens, Pastures, orFields » A'36 Logging and Log Yards » A-]7Mining and Quarrying ofSand, Gravel, and Other Materials » A'38 Well, Utility, Directional and Gemtechnica|Drilling » Ar39 Roof Vents and Fugitive Emissions » A-40 Street Deicing Operations » A-41 Wheel Wash and Tire Bath Operations » A-43 Potable Water Line Flushing p,Tank Maintenance » A'44 Dust Control for Commercial Operations ^ A-45 Maintenance ofPublic and Private Utility Corridors and Facilities » A-40 Color Events » A-47 Older Stationary Fueling Operations » A-48 Mobile Fueling 22 }mnnwnte� Pollution Prevention Manual `King County POLLUTION PREVENTION PRACTICES The pollution prevention practices listed below are measures that should be considered at all times for improving pollution control.They are NOT REQUIRED, but should be incorporated in your BMP implementation plan. Appli- cation of these pollution prevention practices may reduce or eliminate the need for more complicated or costly BMPs. • Locate Activities as Far as Possible From Surface Drainage Paths • Avoid the Activity or Reduce its Occurrence • Use Less Material • Use the Least Toxic Materials Available • Create and/or Maintain Vegetated Areas Near Activity Locations • Recycle as Much as Possible • Educate Others About Stormwater Pollution Prevention • Implement Treatment BMPs Stormwater Pollution Prevention Manual King County 23 Use this vvorksheetto Numbers B&&P,��TU�U��'N�OVR����E�T` �~^�ur'~`~~~..u."~�-���, identify the activities that you conduct. Interpret the categoriesbroadk/ Arlto A-48correspond tosheets located inChapter ]. Activity ������ m� �w�� _, ������� Do you conduct this �where? �����K$ � ��0�ooKs ~—~ Storage A'l Required BK4Psfor All Properties with Commercial Activities A-2 Outdoor Storage mfLiquid Materials inStationaryTanks A'3 Storage ofLiquid Materials inPortable Containers A-4 Storage nfSoil, Sand, and Other Erodible Materials A-5 Storage ofDry Pesticides and Fertilizers A'6 Storage and Treatment nfContaminated Soils A-7 Outdoor Storage and Processing wfFood Items A-8 Storage ofSolid Wastes and Food Wastes (Including Cooking Grease) A-9 Storage ofScrap and Recycling Materials (Including Auto Recycling Facilities) ArlO Treatment, Storage, orDisposal nfDangerous Wastes A'31 Vehicle and Equipment Parking and Storage Washing A-ll Cleaning orWashing ofTools and Equipment Ar12 Cleaning orWashing ofFood Service Areas and Equipment A-13 Vehicle Washing and Steam Cleaning A-14 Interior Washing Operations (Including Mobile Contractors) A'15 Pressure Washing ofBuildings, Rooftops, and Other Large Objects A'32 Sidewalk Maintenance A-41 Wheel Wash and Tire Bath Operations Transfer of Liquid Materials A-lG Truck orRail Loading and Unloading mfLiquid Materials Ar17 Stationary Fueling Operations A-18 Engine Repair and Maintenance A-47 Older Stationary Fueling Operations A'48 Mobile Fueling Operations A 24 }wrmwmter Pollution Prevention Monual-King (ovmy A BMP ACTIVITY WORKSHEET Production and Application A-19 Concrete and Asphalt Production at Stationary Sites A-20 Concrete and Asphalt at Temporary Sites A-21 Manufacturing and Post -Processing of Metal Products A-22 Painting, Finishing, and Coating of Vehicles, Products, and Equipment A-23 Wood Treatment and Preserving A-24 Commercial Composting A-25 Chemical Applications -Other than for Landscaping A-37 Mining and Quarrying of Sand, Gravel, and Other Materials A-39 Roof Vents and Fugitive Emissions (Including Dust) A-44 Dust Control and Soil Erosion and Sediment Control for Manufacturing and Other Commercial Operations Landscaping A-26 Construction Landscaping Activities A-27 Clearing, Grading, and Preparation of Land for Small Construction Projects A-28 Demolition of Buildings A-29 Building Repair, Remodeling, and Construction A-30 Other Boat Building, Maintenance, and Repair A-33 Swimming Pool and Spa Cleaning and Maintenance A-34 Keeping Animals in Controlled Areas A-35 Keeping Livestock in Stables, Pens, Pastures or Fields A-36 Logging and Log Yards A-38 Well, Directional and Geotechnical Drilling A-40 Street Deicing Operations A-42 Potable Water Line Flushing or Tank Maintenance A-45 Maintenance of Public and Private Utility Corridors and Facilities A-46 Color Events Stormwater Pollution Prevention Manual • King County 25 BMP UTKVKTY SHEETS , Following are best management practices (Bk8Ps) required for commercial, industrial, agricultural, public, and multifamily residential activities conducted in unincorporated King County. King Countv'sgoal istoreduce pollution through education and prevention efforts, emphasizing source control BMPs before treatment. If, when the BMPs are implemented, are not enough to prevent contamination of stormwater, additional measures will be required. Every property in the county has unique characteristics and drainage systems.The BMPs used on each property depend on the type of drainage system, slope and ground cover, and the pollution generating activities occurring on site. The activity sheets offer flexibility in BMP selection and, recognize the wide variety of site conditions that may be encountered. For manufacturing and commercial activities not addressed in these activity sheets refer to the Stormwater Management Manual forWestern Washington Volume lVfor the required Operational and Structural Source Control BMPs. http.,Ilwww.eg.wo.govlprogramslwqlstormwaterlmanuaLhtmI 26 Storm water Pollution Prevention Manual -King (oumy / � ' anagement Practices for _ �allProoerties _with (ommercial Activities / The following Best Management Practices (BMPs) are required for all commercial, agricultural, public, or residential properties with commercial activities in unincorporated King County. Best Management Practices (BMPn) are required by King County Code 9.12,Uf the BMI)s included here are not enough to prevent contamination of stormwater, you will be required to take additional ����^n���K8�� _.�~..~~�-..~- (lean and Maintain Storm Drainage System ~ Evaluate the condition of the catch basin by checking the amount of sediment in the bottom ofthe sump Catch basins must becleaned out when the solids, trash, and debris inthe sump reaches one-half ofthe depth between the bottom ofthe sump and the bottom ofthe lowest inflow oroutflow pipe connected to the catch basin orisatleast 6inches below this point. ^ Hire a professional drainage contractor to inspect and maintain your system or clean the system yourself. If there is sediment or other debris in the drainage pipes, then a professional contractor must be hired to flush or jet out the pipes. ~ Small amounts uffloating oil can besoaked upwith oil absorbent pads, bagged and disposed ofassolid ~ Up to one cubic yard of nonhazardous solid material may be disposed of as solid waste in your regular garbage. If you exceed this threshold hire a professional drainage contractor. All of the solids and stagnant water collected from catch basin sumps must be disposed of properly. None of the sump contents can be flushed into the catch basin outflow pipe. Depending on the nature of the pollutants in the sump, and the associated types of activities taking place on the site, the sump contents may need to be handled as contaminated waste. Contractors who perform catch basin clean -out services are required to follow appropriate disposal requirements. ~ Clean and maintain catch basins annually. Sites with activities generating a lot of sediments and other debris will have to inspect and clean out their catch basins more often. Frequent sweepingofpavedparkingand storage areas will save time and money in maintaining the drainage system. ~ Other components of drainage systems such as ponds, tanks, and bioswales must also be maintained. If this maintenance is beyond your ability, contractors are available to complete this work. Label All Storm Drain Inlets on Your Property ^ Stencil orapply storm drain markers adjacent to storm drains tohelp prevent the improper disposal of pollutants. Ifthe storm drain grate isstamped with warnings against polluting, then additional marking may not be required if there is no evidence of pollutants being dumped or washed into the storm drain. S*vnwwterPollution Prevention Manual `King County 27 Eliminate Illicit Connections to the Storm Drainage System , ^ Connections to the stotm drainage system that convey substances other than stormwater are prohibited. Examples are connections from internal floor drains, HVAC systems, industrial processes, sinks, and toilets. ^ Illicit connections must be immediately removed, permanently plugged or re -plumbed. ~ The discharge must be re -plumbed so that it goes to the sanitary sewer, a septic system, an on -site treatment system, or a holding tank for off -site disposal. There are restrictions on what can be disposed of to the sanitary sewer and septic systems. You may be required to do additional investigation to determine where all stormwater and non-stormwater discharges go. This may include smoke, dye, and chemical testing or closed circuit television inspection. Additional ^ Drainage System Maintenance Contractors Information Sheet ^ For stencils and instructions orto determine if you have an illicit connection, contact King County , 28 }mvnwaterPollution Prevention Manvol-King County Outdoor Storage of Liquid `id in~^~U� ^StAt^~~�I ks � Best Management Practices (BMPs) are required by King County (ode 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional Required B8NPs: ~ Store and contain liquid materials so if the tank leaks, the contents will not get into the storm drainage system, surface waters, or groundwater. This requires secondary containment or using a double-wal led tank. ~ Place small, gravity -fed farm fuel tanks without secondary containment on flat and open ground so that a spill or leak will not run downhill toward creeks, ditches, tiles, or drains before it can be contained and cleaned up. ° Place tanks onsecure bases and stable ground. ° Install aspill control device (such as anoil/water separator ordown-turned elbow) |nthe catch basins that collect runoff from the storage tank area if the liquid is oil, gas, or other material that separates from and floats onwater. ^ Place drip pans Vrabsorbent materials under taps and atall potentialdrip and spilllocations during filling and unloading of tanks and properly dispose of collected liquids and absorbent materials. Turn over or remove empty drip pans when not in use. ~ Have spill control materials/spill kit near the tanks and any liquid transfer areas. ^ Post spill control plan and keep contact information current. ^ Train all employees mn required spill response methods and procedures. Required Routine Maintenance: ^ Sweep and clean paved storage areas as needed. Do not hose down the area to a storm drain. ^ Check tanks and sumps regularly for leaks and spills and replace if compromised. Collect and dispose of all spilled liquids. ^ Inspect spill control devices regularly and remove floating oil and debris. • Collect and properly dispose of stormwater that collects in containment areas. This activity does not apply to underground storage tanks or to businesses permitted by the Washington State Department ofEcology totreat, store, or dispose of dangerous wastes. Storage of reactive, combustible, or flammable liquids must comply with the King County Fire Code Title 17. Additional Information ^ Containment Information Sheet ^ Oil/water separators Information Sheet ^ Disposal Information Sheet SmnnwoterPollution Prevention Manual -King County 29 This activity applies to the outdoor storage of liquids in portable containers and indoor storage where the potential exists to flow outside. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will berequired Kotake additional measures. Required B&NPs: ^ Place tight -fitting lids mmall containers. ~ Enclose orcover the containers. ~ Raise containers off the ground with a spill containment pallet or similar method to contain the material in the event ofaspill oraccident. ^ Place drip pans or absorbent materials under all potential drip and spill locations during filling and unloading of containers. Collected liquids or soiled absorbent materials must be disposed of properly. ^ Donot use metal drums ifthe liquid chernica|sarecmnnsive ^ Label all containers with the product name and hazards. ^ Have spill control mnaterla|s/spi|| kit located nearby. ^ Have aspill control plan with current contact information. Required Routine Maintenance: ^ Train employees on the site's spill plan and/or proper spill cleanup procedures. ~ Sweep and clean paved storage areas as needed. Do not hose down the area to the storm drainage system. ^ Routinely check containers and any containment sumps for leaks and spills and replace if compromised. Dispose ofall spilled liquids properly, ^ Inspect spill control devices routinely and remove oil and debris. ^ Storage of reactive, combustible, or flammable liquids must comply with the King County Fire Code. The local fire district must be consulted for limitations on clearance of roof covers over containers used to store flammable materials. ����i���UU ^ ..-..~_'~~.'.._.'~_~_'.. ^ Containment Information Sheet • Disposal Information Sheet For more information orassistance contact the King County StonmmwatenServices at 206-477-4811mnd visit kingcounty.govIstormwoter. 30 Smrmnwater Pollution Prevention Manual ^King (ovmY L This activity covers both permanent and temporary sites. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Cover and contain the stockpiled materials, unless the material cannot wash into the storm drain system or surface waters and cannot be blown away by the wind. • Covers must be in place at all times when the stockpile is not in active use. • Do not hose down the contained stockpile area to the storm drainage system. • Implement erosion control practices if the stockpiles cannot feasibly be covered and contained. • Install catch basin inserts to collect excess sediment and debris if necessary. Required Routine Maintenance • Sweep paved surfaces to collect solid materials. Do not hose down area to the storm drain system. • Check covers over the stockpiles to ensure they are still functioning properly. • Inspect and maintain catch basin inserts . More Detailed Information Can be Found at: • Covering Information Sheet • Containment Information Sheet • Catch Basin Insert Information Sheet • Erosion control practices - King County Surface Water Design Manual, Appendix D For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 31 Storage of Dry Pesticides and Fertilizers Best Management Practices (BMPs) are required by King County Code 9.12. lithe BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Store all material so that it cannot come into contact with water. • Containers and bags must be covered, intact, and off the ground. Required Routine Maintenance: • Immediately clean up any spilled fertilizer or pesticides and ensure that the materials are kept in the designated covered or contained areas. • Store and maintain spill cleanup materials near the storage area. • Sweep paved storage areas as needed. Collect and dispose of spilled materials. Do not hose down the area. More Detailed Information Can be Found at: • Covering Information Sheet For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 32 Stormwater Pollution Prevention Manual • King County / This applies to the storage and/or treatment of contaminated soils such as those excavated during underground fuel tank removal or onsite soil remediation. Best Management Practices (BMPs) are required by King County Code 9.12. f the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Cover contaminated soils to keep them from coming into contact with stormwater. • Contain the material so that nothing flows into or out of the stockpile. Required Routine Maintenance: • Sweep paved storage areas as needed. Collect and dispose of soil particles. Do not hose down the area. • Stock cleanup materials near the storage area. The Washington State Department of Ecology regulates businesses engaged in this activity. In addition, a permit from the Puget Sound Clean Air Agency is required if the treatment method for removing soil contaminants involves forcing air through the soil. Additional Information: • Covering Information Sheet • Disposal Information Sheet For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 33 Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs — Storage: • Store all meat and fish products and wastes in leak -proof containers. • Do not drain water or ice from meat and fish storage to the storm drainage system. Required Routine Maintenance — Storage: • Sweep and/or pickup dirt and food fragments. Place collected waste in leak -proof containers prior to disposal. • Do not hose down the area to the storm drainage system. • Stock cleanup materials near the storage area. Required BMPs — Processing: • Minimize use of water to clean fruits and vegetables to avoid excessive runoff. • Capture all water used for cleaning and processing and discharge to the sanitary sewer or other treatment facility and not to the storm drain system. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 34 Stormwater Pollution Prevention Manual • King County I /� ` `~ This refers to garbage clumpsters and outdoor waste containers such as cooking oil/grease receptacles. Best Management Practices (B80Ps) are required by King County Code 9.12.Ufthe BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional Required BMPs: , Store wastes inleak-proof containers with solid lids. ^ Keep dumpstemclosed except when adding waste. ~ Used cooking oil/grease containers should be labeled with their contents. , Clean up any spills immediately using dry methods. Grease cannot be left on the ground. " Have spill cleanup materials nearby. , Use a lid or cover when transporting cooking oil/grease containers from kitchens to outside grease containers. ~ Ensure that drip pans or absorbent materials are used whenever grease containers are emptied by vacuum trucks or other means. ~Dispose of collected cooking oil/grease as garbageifbis not being recycled. Do not dispose of fats, oils or grease (FOG)into the sanitary sewer ovseptic system, Required Routine Maintenance: ^ Keep the area around the grease container clean and free ofdebris. ~ Check storage containers frequently for leaks and to ensure that lids are on securely. ~ Replace leaking or damaged containers. Contact waste hauler for replacements, ^ Sweep and clean the storage area as needed if it is paved. Do not hose down waste storage areas. ^ When cleaning or rinsing waste containers, dispose of all wastewater into a sanitary sewer. If no sewer is available, store in a holding tank, dead end sump, or truck off site to an approved disposal location. Additional Information: . Disposal Information Sheet For more information mr assistance contact the King County S8onmmnna0enSenviicemat 206-477-4811mnd visit kingcounty. gov1storm water. SmnnwxerPollutionPrevention Manual -King County 35 Storage of Scrap�and Recycling Materials(including ^ ARecycling Fadlities) � This applies to the salvaging and storage ofscrap metal, scrapped equipment, junked appliance and vehicles, empty metal drums and recyclable materials such as cans, bottle, plastic and paper products. Best Management Practices (BMP6are required by King County Code 9.12,If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. ����`n���K&�� '..�~..~~~_~.~ ~ Check incoming scrap materials, vehicles, and equipment for potentialfluid contents and batteries. ^ Drain and transfer fluids from vehicles and other equipment only in a designated area with a waste collection system orover drip pans. ^ Cover and contain vehicle and equipment dismantling areas toprevent rainwater contact. ^ Remove batteries and store off the ground in a leak proof container and under cover. ~ Cover and raise any materials that may contaminate stormwater. A tarp and a pallet are acceptable. ~ Cover and contain stockpiles of any material that has the potential to contaminate stormwater runoff. Required Routine Maintenance: ^ Inspect storage areas regularly and promptly clean u9any leaks, spills,mrcontamination. ^ Sweep scrap storage areas asneeded. Dmnot hose down anything toastorm drain. ^ Keep spill cleanup materials in a location known to all. Ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. ^ If you are involved in transporting any of these materials you must carry spill cleanup material in the vehicle to capture any spilled liquids, and have an impermeable liner in the bed of your truck to capture any spilled or leaked materials. Properly dispose of or reuse any collected fluids. Supplemental BMPs: ^ Install catch basin inserts tocollect excess sediment and debris if necessary. Inspect and maintain catch basin inserts to ensure they are working correctly. Additional Information: ^ Covering Information Sheet ^ Containment Information Sheet ^ Catch Basin Insert Information Sheet All containers used 1ostore fluids must comply with Activity Sheets A-2and A'3regarding secondary containment. Storage o[gasoline must comply with the appropriate Fire Codes. For more information orassistance contact the King County Stonmmwatmr Services at 206-477-4811 and visit kingcounty.govIstormwater. 36 Storm water Pollution Prevention Manual -King Wvmy This activity applies to businesses that are permitted by the Washington State Department of Ecology (Ecology) to treat, store, or dispose of dangerous wastes. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Detailed BMPs are not included here because treatment, storage, and disposal (TSD) site requirements are beyond the level of typical BMP application. • Ecology regulates these facilities with specific requirements, which include the need for a National Pollutant Discharge Elimination System (NPDES) permit Additional Information: • Spill Response and Cleanup Information Sheet • Contact the Washington State Department of Ecology at 425-649-7000 or 360-407-6000. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 37 This activity includes cleaning landscaping equipment such as lawnmowers and weed tools used at equipment repair shops; and, manufacturing equipment such as saws, grinders and screens. Best Management Practices (BMPs) are required by King County Code 9.12.If the BMI)s included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. ����`n���&NPu ~~~��..���~~~~ ^ Discharge tool and equipment wash water to the sanitary sewer ora holding tank for offsite disposal. Discharge of wash water to the storm drain system is not allowed without treatment and an Individual Wastewater Discharge permit from the Washington State Department of Ecology. ^ Rinse lawnmowers with water only on a lawn or similar area where grass clippings will not get into the storm drain system o,surface waters when it rains. • Oily, soapy or otherwise dirty water is not allowed to discharge to any stormwater system or surface water. Additional : ^ Disposal Information Sheet ^ Ecology's Vehicle and Equipment Washwater Discharges/Best Management Practices Manual You are encouraged to recycle your wash water with an enclosed loop system or use self-contained parts washers. Numerous products are commercially available that recycle and contain wash water and cleaning solvents. For more information onassistance contact the King County Stormmwa%enServices at 206-477-4811 and visit kingcounty.govIstormwater. 38 Smmxwater Pollution Prevention Manual -King 0vmy Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • The cleaning of cooking equipment, filter screens, floor mats etc. must be done indoors. • All wash and rinse water must be discharged to the sanitary sewer or the septic system. • Floor mop water must not be poured outside. Instead pour it into a sink or toilet. • Wash and rinse water containing fats, oils or grease (FOG) may require pretreatment to remove FOG prior to disposal to the sanitary sewer or septic system. • Do not dispose of wash or rinse waster containing floor stripping or disinfectant chemicals into the septic system as they can seriously inhibit wastewater treatment and cause the system to fail. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 39 Vehicle Washing and Steam Cleaning This applies to all vehicle washing including mobile vehicle washing services. For exterior vessel washing refer to A-30 Ships/Boats/Watercraft Building, Maintenance, and Repair. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Commercial car washing must be done in a contained area where all water is collected and either recycled or discharged to the sanitary sewer. • Occasional vehicle washing with a mild (pH neutral) soap or detergent on gravel, grass, or loose soil is allowed as long as all the water soaks into the ground and you only wash the exterior of the vehicle. • If your business is located in an area designated as a Critical Aquifer Recharge Area (CARA), infiltration may not be allowed. • The use of"environmentally friendly',"nontoxic"or"biodegradable"soaps does NOT make it acceptable to discharge vehicle wash water to any storm drain system or surface waters. All soaps are harmful to aquatic organisms. • Do not wash vehicles on paved areas or wash or rinse the engine compartment or the underside of vehicles, unless you do one of the following: Designate a wash area for all vehicles where the wash water is collected and discharged to the sanitary sewer or is processed through an enclosed recycling system; Use a portable collection system that captures all the wash water for proper disposal; Take the vehicles to a commercial car wash or use a mobile washer who collects the wash water for proper disposal; or Ensure that the paved area drains directly to grass, gravel or loose soil and there is no possibility of the wash water getting into the storm drain system; • Do not conduct oil changes or other engine maintenance in the designated washing area. • Rinsing the outside of a vehicle with water and without any soaps or detergents, is allowed as long as the water is filtered prior to discharge to the storm drain system. • At multifamily properties it may be necessary to post signs at the designated wash areas, indicating where and how vehicle washing must be done. Additional Information: • Disposal Information Sheet • Catch Basin Insert Information Sheet • Ecology's Vehicle and Equipment Washwater Discharges/ Best Management Practices Manual (https://fortress.wa.gov/ ecy/publications/summarypages/95056.html) For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 40 Stormwater Pollution Prevention Manual . King County / Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Dispose of wash and rinse water (including floor mop water) to the sanitary sewer or septic system. Wash water may not be discharged outdoors or into the storm drainage system. • Do not dispose of wash or rinse waster containing floor stripping or disinfectant chemicals into the septic system as they can seriously inhibit wastewater treatment and cause the system to fail. • Do not dispose of sludge outdoors or into the storm drainage system. Additional Information: • Disposal Information sheet Contact the local sewer authority and the King County Wastewater Treatment Division Industrial Waste Section at 206-477-5371 for more information on disposal to the sanitary sewer system. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 41 Pressure Washing of Buildings, Rooftops, and Other Large Objects Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • If the area is paved and soaps, detergents or any other chemical (including pesticides) are used, use a sump pump, wet vacuum or similar device that enables collection of wash water and associated solids so they can be disposed of properly.The wash water must not go to the storm drain system. • If the area is paved but soaps and detergents are not being used, the wash water runoff does not have to be collected but it does have to be filtered to trap solid materials. • The wash water does not need to be collected if the area is landscaped and the water can soak into the ground without running into the storm drain system. • If the surface being pressure washed is painted with lead or other heavy metal -bearing paint (such as chromium or cadmium), you must use a commercial pressure washing service that will collect, test, and properly dispose of the wastewater. • Block or disconnect all rooftop downspouts when washing roofs. The wash/waste water must be directed to pervious areas such as landscaping or gravel for infiltration, collected and disposed of to the sanitary sewer, or taken off site for appropriate disposal. Additional Information: • Disposal Information sheet • Catch basin insert Information sheet Note: Pressure washing of boats in boat yards, marinas, and dry dock areas is covered by a National Pollutant Discharge Elimination System (NPDES) permit, administered by the Washington State Department of Ecology, so the BMPs listed above may not apply to pressure washing in these locations. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 42 Stormwater Pollution Prevention Manual • King County Truck or Rail Loading and Unloading of Liquid or Solid Material Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Place drip pans underneath hose and pipe connections and other leak -prone spots during liquid transfer operations, and when making and breaking connections. • Immediately clean up any material that has spilled during transfer operations. • Have a current spill control plan. • Train employees to follow proper loading and unloading procedures. Ensure that employees are familiar with the site's spill control and clean-up plans and/or proper spill cleanup procedures. • Store and maintain appropriate spill cleanup materials in a location known to alL • Conduct loading and unloading operations under cover if possible. Required Routine Maintenance: • Clean drip pans as needed, and dispose of contents properly. • Check equipment for leaks on a regular basis and repair if needed. • Sweep loading/unloading areas as needed. Never wash anything to the storm drains or the street. Supplemental BMPs: • Pave areas where liquids are transferred to and from tanker trucks. Use Portland cement concrete for fuels that react with asphalt, such as gasoline. • Install a curb or dike, or slope the area to prevent stormwater from running on to the loading/unloading area and washing away spilled material. Additional Information: • Disposal Information Sheet For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 43 Stationary Fueling Operations These BMPs apply to the fueling of vehicles and equipment, including gas stations and fuel pumps to service equipment or vehicles, where the fuel pumps were constructed or substantially remodeled after July 1995. "Substantial remodeling" means replacing the canopy, or relocating or adding one or more fuel dispensers in such a way that modifies the impervious concrete paving in the fueling area. For fueling operations installed prior to July 1995, see Activity Sheet A-47 Older Stationary Fueling Operations. For mobile fueling operations see A-48 Mobile Fueling Operations. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Applicable Structural Source Control BMPs: • The fueling island must have a roof or canopy to prevent the direct entry of precipitation onto the spill containment pad. The roof or canopy should cover the spill containment pad (within the grade break or fuel dispensing area) and extend several additional feet to reduce the introduction of windblown rain. Roofs and canopies 10 feet or Tess in height must have a minimum overhang of 3 feet on all sides. Roofs and canopies greater than 10 feet in height mush have a minimum overhand of 5 feet on each side. • Plumb all roof drains to storm drains outside the fueling containment area. • Design the fueling island to control spills (dead-end sump or spill -control separator) and to treat collected stormwater and/or wastewater. Slope the concrete containment pad around the fueling island toward drains; either trench drains, catch basins and/or a dead-end sump. The slope of the drains shall not be Tess than 1 percent. • Storm drains plumbed to treatment facilities must have a normally closed shutoff valve; or • Design the fueling island as a spill containment pad with a sill or berm raised to a minimum of four inches to prevent the runoff of spilled liquids and to prevent run-on of stormwater from the surrounding area. Raised sills are not required at the open -grate trenches that connect to an approved drainage -control system. • The fueling pad must be constructed of impervious concrete. Asphalt is not acceptable. = Convey stormwater collected on the fuel island containment pad to a sanitary sewer system, if approved by the sanitary authority, or to an approved treatment system such as an oil/water separator. Discharges from treatment systems to storm drains or surface water or to the ground must not display ongoing or recurring visible sheen and must not contain oil and grease. • Alternatively, collect stormwater from the fuel island containment pad and hold for proper off -site disposal. • Approval from the local sewer authority is required for conveyance of any fuel -contaminated stormwater to a sanitary sewer. • Transfer the fuel from the delivery tank trucks to the fuel storage tank over impervious, contained areas and ensure that appropriate overflow protection is used. Alternatively, cover nearby storm drains during the filling process and use drip pans under all hose connections. 5tormwaterPollution Prevention Manual • King County ,AdditionalBMP for or Equipment 10 Feet in Height or A roof or canopy may not be feasible at fueling stations that regularly fuel vehicles or equipment that are 10 feet in height or greater. At those types of fueling facilities, the following BMPs apply, as well as the applicable BMPs for fueling stations: ^ If a roof or canopy is impractical, the concrete fueling pad must be equipped with emergency spill control including a shutoff valve for drainage from the fueling area. Maintain the valve in the closed position inthe event ofaspill. Anelectronically actuated valve ispreferred tominimize the time lapse between spill and containment. ~ The valve maybe opened toconvey contaminated stormwater to a sanitary sewer, if approved by the sewer authority, or to oil -removal treatment such as an API or CP oil/water separator, catch basin insert, or equivalent treatment, and then to a basic treatment BMP. Discharges from treatment systems to storm sewer or surface water or to the ground must not display ongoing or recurring visible sheen and must not contain oil and grease. Required Operational BMPs. ~ Prepare an emergency spill response and cleanup plan and have designated trained person(s) available either on -site or on call at all times to promptly and properly implement that plan and immediately cleanup all spills. Keep suitable cleanup materials, such as dry adsorbent materials, on site to allow prompt cleanup nfaspill. ° Immediately notify Ecology, the local jurisdiction, and the local Sewer Authority if a spill may reach sanitary or storm sewers, ground water, or surface water, in accordance with federal and Ecology spill reporting requirements. ^ Train employees on the proper use of fuel dispensers. Post signs in accordance with the Uniform Fire Code (UFC) or International Fire Code (IFC). Post "No Topping Off " signs, Make sure that the automatic shutoff wn the fuel nozzle isfunctioning properly. ~ The person conducting the fuel transfer must be present at the fueling pump during fuel transfer. " Keep drained oil filters inasuitable container ordrum. ° Never hose down the fueling area to the storm drains. Contaminated runoff must be collected for proper disposal. . Do not use dispersants or soap to cleanup spills or sheens. Supplemental SmrmpaterPollutionPrevention Manual `King (oufy 45 Additional Information: • Covering Information Sheet • Containment Information Sheet • Oil/Water Separators Information Sheet and Surface Water Design Manual • Spill Response and Clean-up Plan Information Sheet • Catch Basin Insert Information Sheet For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 46 Stormwater Pollution Prevention Manual • King County This also %� ��d repair and .. equipment .operations. Best Management Practices (BMPs) are required by King County Code 9.12,If the BMI)s included here are not enough to prevent contamination of stormwater, you will be required to take additional ��.������ .-�~..~��~..~, ^ Inspect all incoming vehicles and equipment for leaks and use drip pans or absorbent material if necessary, while waiting for service. ^ Cleanup any spilled fluids immediately. The collected material and absorbents must be disposed of, reused, orrecycled properly. ^ Cover, contain, and label waste oil, antifreeze, and other fluids. ° Store batteries upright in a secure, contained, covered location (not outside on the ground). Check to ensure batteries are not damaged or leaking. Keep battery acid -neutralizing materials, such as baking soda, available near the storage area. ^ Regular work at stationary locations must be done indoors or in a covered area using a tarp or drip pans beneath the vehicle orequipment tocapture all spills and drips. ~ Ensure that employees are familiar with the site's spill control and clean-up plans and are trained in the proper handling, storage, and disposal ofall fluids. ^ Store and maintain appropriate spill cleanup materials in an easily accessible location. Required Routine Maintenance ^ Inspect parking and outside storage areas daily for leaks and drips. ` Sweep paved work areas as needed. Soak up vehicle fluids with rags or other absorbent material immediately. Never wash paved areas to a storm drain or the street. Supplemental �_~�K&��^ .-. ~. ~ Absorbent material such as pillows or booms can be used around storm drains or in catch basins to absorb oil and other substances. ^ A catch basin insert maybe necessary. Catch basin inserts require frequent maintenance to be effective. Additional Information: ~ Covering Information Sheet » » » » Containment Information Sheet Disposal Information Sheet Storage ofLiquid Materials inPortable Containers - Activity Sheet A'3 Catch Basin Insert Information Sheet SwmnwaterPollutioxPrevention Manual -King County 47 Call the Business Waste Line at 206-263-8899 or see http://www.govlink.org/hazwaste/businessfindex.cfm for information on the proper disposal and recycling of vehicle fluids, filters, batteries and used sorbent material. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 48 Stormwater Pollution Prevention Manual • King County This applies to permanent production sites as well as batch plants. Best Management Practices (BMPs) are required by King County Code 9.12. ff the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required Best Management Practices (BMPs): • Discharge all process water generated from production, pouring, crushing and equipment cleaning activities to a sump, process water recycling system, or sanitary sewer system. Never wash contaminated water to the storm drainage system. Discharge to the sanitary sewer system requires approval from the local sewer district/agency. • Contain the production and pouring area to prevent pollutants from being washed to the storm drain system. Required Routine Maintenance: • Vacuum paved areas as necessary to prevent dust and particle mobilization. Collect loose chunks of aggregate and raw material particles for recycling or proper disposal. Do not hose down the area to a storm drain. • Dust suppression water may not be discharged to the storm drain system. Supplemental BMPs: • A catch basin insert may be necessary. Catch basin inserts require frequent maintenance to be effective. • Pave the mixing, production, and/or pouring area(s) with a slope that drains to a central collection area. • Stormwater coming into contact with concrete crushing operations must be collected and discharged to an approved discharge location. • When pH levels in stormwater rise above 8.5, the pH must be adjusted to the acceptable range of 6.5 to 8.5. Refer to the King County Surface Water Design Manual Appendix D Sections D.2.2.7 and D.2.2.8 for information on pH adjustment. Additional Information: • Disposal Information Sheet • Containment Information Sheet • Catch Basin Inserts Treatment Sheet Mobile concrete pouring and asphalt applications are covered under Activity Sheei A-20. This does not cover concrete production at mining or sand and gravel sites covered by a King County Clearing and Grading Permit or National Pollutant Discharge Elimination System (NPDES) Sand and Gravel Permit issued by the Washington State Department of Ecology. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 49 �� Co�8cU���a8Ud�sp%Nm�&Application This applies tosites where is applied or small amounts of concrete that` hand mixed on site. The application of premixed concrete must follow the standards in the King County Surface Water Design Manual. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMUs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required Best Management Practices (B&NPs): ~ Use drip pans, ground cloths, heavy cardboard or plywood wherever concrete,asphalt, asphalt emulsion and drips are likely to spill, such as beneath discharge points from equipment. ~ Cover and contain all nearby storm drains at the beginning of the workday. Drain covers and other containment devices are commercially available to keep runoff out of the storm drainage system. All solids collected must be disposed of properly at the end of the workday (or more frequently) prior to removing the containment orcover device(s). ^ Contain and collect the slurry from exposed aggregate washing. Never allow the slurry to get into a storm drain, ditch, roadway shoulder or gutter. Use a storm drain cover, inlet protection or other containment device, such as a hand -dug, lined sump to direct and contain slurry. All collected runoff must be disposed of properly. ^ Do not discharge concrete, slurry, or rinse water into gutters, storm drains, ordrainage ditches oronto the paved surface ofaroadway ordriveway. ~ Designate an area onsite where hand tools will be cleaned and the water collected for disposal. Commercial products and services are also available for concrete, slurry, and rinse water containment and disposal, ~ Donot use diesel fuel for cleaning nrprepping asphalt tools and equipment. Required Routine Maintenance: ^ Sweep the pouring area atthe end ofthe job ormore frequently ifneeded. Collect loose aggregate chunks and dust. Do not hose down the area to a storm drain. Supplemental BMP« ^ Acatch basin insert maybe necessary for sediment removal. Catch basin inserts require frequent maintenance to be effective. Additional Information: ^ Covering Information Sheet ^ Containment Information Sheet ^ 0sposa||nformnationSheet ^ Catch Basin Insert Information Sheet ^ King County Surface Water Design K8anua/ AppendixO-ConcreteHandUng ^ King County Surface Water Design Manual AppendixD-ConcreteVVashoutArea For more information mrassistance contact the King County StormwatenServices at 206-477-4811 and visit kingcounty.govIstormwater. 50 }mrmxmter Pollution Prevention Manual -King 0vwy This applies to mills, foundries, and fabricators that manufacture and/or post process metal products at stationary sites. Painting, finishing, and coating of metal products are covered under Activity Sheet A-22. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Keep metal fragments and debris (grindings, cuttings, dust, shavings, etc.) from coming into contact with stormwater. Cover the work area or perform the work indoors. • Discharge process wastewater to a sanitary sewer, holding tank, or process treatment system. Do not discharge to the storm drain system. • Cover galvanized metal product storage and processing areas; or capture, treat, and properly dispose of stormwater coming into contact. Required Routine Maintenance BMPs: • Sweep the work and pouring area at least daily to collect metal fragments and debris and prevent stormwater contamination. Do not hose down the area to the storm drainage system. Supplemental BMPs: • Install catch basin inserts to collect excess sediment and debris if necessary. Inspect and maintain catch basin inserts to ensure they are working correctly. Additional Information: • Covering Information Sheet • Disposal Information Sheet • Catch Basin Insert Information Sheet Businesses may be required to apply for and obtain a National Pollutant Discharge Elimination System (NPDES) permit from the Washington State Department of Ecology. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 51 Painting, Finishing, and Coating of Vehic es, Products and Equipment This includes preparation work such as sanding and blasting. Painting buildings is covered in Activity Sheet A-29. Painting and other work on vessels is covered in A-30. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Enclose all work (unless the work is too large) according to the Puget Sound Clean Air Agency requirements. • Approved paint booths must be in place prior to any vehicle painting. Properly dispose of paint booth filters as required under Dangerous and Hazardous Waste Regulations. • Collect dust and debris from sanding operations using vacuum sanders, ground cloths or similar methods. Do not hose down the area to the storm drainage system. • Use ground cloths and/or drip pans in outdoor locations where paints, finishes, and other liquid materials are mixed and/or applied. Required Routine Maintenance: • Store and maintain appropriate spill cleanup materials in a location known to all. • Train all employees on the site's spill control plan and/or proper spill cleanup procedures. • Sweep the area at the end of each day at a minimum. Do rot hose down the area to a storm drain. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 52 Storm water Pollution Prevention Manual • King County This activity applies to wood treatment operations performed outdoors including storage of freshly treated wood materials outdoors. It includes permanent sites as well as temporary sites. Best Management Practices (BMPs) are required by King (ounty (ode 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs^ ^ Collect drips and spills using ground cloths ordrip pans. ^ Store portable containers of wood preservative compounds indoors or in a covered location with appropriate secondary containment when not inuse. ^ Hold dipped lumber over dip tanks until dripping ceases (if appUcab|e). ° Store treated lumber inocovered and paved area until fully dry. ^ Cover and contain the storage area to prevent stormwater from running into the covered area. Required Routine Maintenance . Cover outdoor dip tanks when not in use. BMPs: Additional Information: ^ Storage of Liquid Materials in Portable Containers - Activity Sheet A-] • Containment Information Sheet Large scale connrnevc|a| operations are required to have xtornnvvaterNatkona| Pollutant Discharge Elimination System (NPDES) permit from the Washington State Department of Ecology. For more information onassistance contact the King County S8mnmmnvatenServices mt 206-477-4811end visit kingcounty.govIstormwater. Swnnpnter Pollution Prevention Manual -King County 53 This activity applies to commercial receiving and composting wastes. Best Management Practices (BMPs) are required by KingCountyCode 9.12,If the BMPs included here are not enough to prevent contamination of s8oKmwater, you will be required to take additional measures. �������� '-.�~..~~~~~.~, ^ Screen incoming waste for dangerous materials and solid waste. These materials may not be accepted for composting and must beproperly disposed of. ^ Locate composting areas onimpervious surfaces. ~ Drain all leachate from composting operations to a sanitary sewer, holding tank, or on -site treatment system. Leachatemay not gotothe storm drain system orgroundwater. ^ Collect the leachate with a dike or berm, or with intercepting drains placed on the down slope side of the compost area. ^ Direct outside runoff away from the composting areas. Required Routine Maintenance: ' Cleanup debris from yard areas as needed to prevent stormwater contamination. SmppUementaUBMPs: ^ Install catch basin inserts to collect excess sediment and debris if necessary. Inspect and maintain catch basin inserts to ensure they are working correctly. Additional Information: ^ Disposal Options Information Sheet ^ Containment Information Sheet. Refer to the King County Health [ode for full compliance. ^ Catch Basin Insert Information Sheet When stormwater is allowed to contact any active composting area, it becomes leachate and must be sepa- ratedfrornstmrnmvvaterrunof[AUonnnrnenja|-conmpostingoperatonsrnusLconnpk/vvithSeat|e-KingOnunty Health Department requirements. Commercial composting operations require a National Pollutant Discharge Elimination System (NPDES) permit from the Department of Ecology. For more information or assistance contact the King County S0ormmwatenServices mt 206-477-4811 and visit kingcountygovIstormwater. 54 Smfm water Pollution Prevention Manual `King (ovmy This activity applies to the use of pesticides, herbicides or other chemicals for such purposes as removing moss from rooftops, killing nuisance rodents, and using fungicides to preserve patio decks. Application of pesticides for landscapingis covered under Sheet A-26 Landscaping Activities. Pressure washing mfroofs ^ under Activity Sheet A-1 5. Best Management Practices (BMP«) are required by King County Code 9.12.Ufthe BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: ~ Avoid excessive application of chemicals. Follow manufacturers'application guidelines and label directions. ^ Never apply pesticides orother chemicals inthe rain. ° Clean up any spilled chemicals immediately. Do not hose down to a storm drain or conveyance ditch. ^ Do not spray pesticides within 100 feet of open waters, including wetlands, ponds, and streams, unless approved by local jurisdiction. ° Train employees on proper application and disposal practices Supplemental BMPs: ^ Integrated pest management UPNU acomprehensive approach tVthe use ofpesticides which minimizes application and stresses selection of proper products and tailored application rates, is the most effective BIVIP measure that can be taken. IPM is applicable to businesses that frequently apply pesticides. ^ Use manual pest control strategies such as physically scraping moss from rooftops, high—pressure sprayers to remove moss, and rodent traps. ^ Select the least toxic chemical application that can accomplish the job. Businesses/agencies engaged in this activity must comply with Seattle —King County Department of Public Health structural pesticide applicator regulations. The BMPs listed here are intended to complement other regulations. Washington pesticide law requires most businesses that commercially apply pesticides to the property of an- other For more information or assistance contact the King County Stonmwster Services at 206-477-4811 and visit kingcounty.govIstormwater. }mmnwote,Pollution Prevention Manual ^King (oumy 55 Best Management Practices (BMPs) are required by King (ode 9.12,If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional Required BMPs: ^ Train employees onthe proper use and application offertilizers and ^ Never apply pesticides and fertilizers ifitisraining orabout torain. ^ Do not apply pesticides within 100 feet of surface waters such as lakes, ponds, wetlands, streams, and stormwater conveyance ditches unless the application is approved and permitted by the Washington State Department ofEcology. ^ Determine the proper fertilizer application for the types of soil and vegetation involved, Follow manufacturers'recommenclations and label directions. ^ Clean upany spillsinnnnediatek/ ^ Remove weed s/veg etatio n in stormwater ditches by hand or other mechanical means and only use chemicals asalast resort. ^ Do not blow vegetation or other debris into the storm drain system, sidewalks, or street. Dispose of collected vegetation b«recycling m,composting. ^ Use mulch or other erosion control measures when soils are exposed for more than one week during the dry season ortwo days during the rainy season. ^ Ensure sprinkler systems do not "overspray" vegetated areas resulting in the excess water discharging into the storm drain system. ~ New and expanding golf courses must have a Golf Course Management Plan as described in addressed in the King [ountyGo/fCourse 88VPManua/ Supplemental BMPs: ^ Use integrated pestmanagement (|PKA);acomprehensive approach tothe use oypesticides isthe most effective 8MP measure that can betaken for herbicide, insecticide, and fungicide use. ^ Test soils tndetermine the correct fertilizer application rates. ` Use mechanical methods of vegetation removal rather than applying herbicides. ` Use native plants in |andscaping. Native plants do not require extensive fertilizer orpesticide applications. 56 Stovmwmte,PollutiooPrevention Manual ` King @vwy Additional Information: • Storage of Pesticides and Fertilizers - Activity Sheets A-5 • Natural Yard Care Program: http://yourkingcounty.gov/solidwastenaturalyardcare/watering.asp • The King County Golf Course BMP Manual. • The King County Noxious Weed Control Program provides best management practices for the removal of typical noxious weeds such as blackberry and purple loosestrife. Call 206-296-0290 or see: http://www.kingcounty.govienvironment/animalsandplants/noxious-weeds/weed-control-practices.aspx for more information. Washington pesticide law requires most businesses that commercially apply pesticides to the property of another to be licensed as a Commercial Applicator from the Washington State Department of Agriculture. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 57 o���° �� ~ �� ����� U� � w^U�..KNUU�� o�VKK8 *Q�x��8U���*,, ��Kuo� 8V0U .�0No�U0���DD�K�V0�&Uo�UU Projects Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of s8or00wa%er, you will be required totake additional Required BNlPs. Contact the King County Department of Design and Environmental Review (DPER) prior to clearing, grading, and preparation activities for construction sites greater than 2,000 square feet.Follow the procedures for construction site erosion and sediment control outlined in the King County Surface Water Design Manual, Appendix QErosion and Sediment Control Standards. King County DPERcoordinates the clearing, grading, and erosion control requirements on individual sites. The King County Surface Water Design Manual has requirements for erosion and sediment control measures. Appendix D (Erosion and Sediment Control Standards) outlines requirements that all sites must implement. The King County Surface Water Design Manual Appendix C(Small Project OrainageRequinenments)addressessrnaU project developments. Even if your site does not require a permit, erosion control measures are still required to prevent turbid water from entering drainage systems or surface waters. For more information or assistance contact the King County S0mnmmater Services a%206-477-4811 and visit kingcountygovIstQrmwater. 58 Smrmx*ter Pollution Prevention Manual `King County r Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Sweep surrounding street gutters, sidewalks, driveways, and other paved surfaces as needed to collect loose debris and garbage. Properly dispose of collected debris and garbage. Do not hose down the area to a storm drain. • Handle and dispose of all waste materials and demolition debris in a manner that does not cause contamination of stormwater. • Control dust and fine material using water or dust suppression products, avoiding excessive application to prevent runoff. • Install catch basin inserts to prevent particles and solids from entering the storm drainage system. • Inspect and maintain catch basin inserts to ensure they are working correctly. Additional Information: • Catch Basin Insert Information Sheet • Surface Water Design Manual Construction and Erosion BMPs Appendix D For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.govlstormwater. Stormwater Pollution Prevention Manual • King County 59 Best Management Practices (BMPs) are required by King County (ode 9.12,If the BMI)s included here are not enough to prevent contamination of stormwater, you will be required WWtake additional Required BN&Ps: ~ Do not dump any substance, wash water or liquid waste on the pavement or ground. ^ Use drop cloths when painting, scraping, and sandblasting and properly dispose of collected material daily. ^ Use a drop cloth, drip pan, or tub for activities such as paint mixing and tool cleaning, ^ Clean paint brushes and tools covered with water -based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer. Brushes and tools covered with non - water -based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g,paint thinner, turpentine, etc.) for recycling or proper disposal. Solvents may not be disposed oftothe sanitary sewer. Never dispose ofany wash water tnastorm drain. ` Use astorm drain cover, filter fabric, or other runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area, Check runoff control mechanisms daily, and replace as necessary. Drain covers, filter fabric, and other containment devices are commercially available if effective runoff control cannot otherwise beprovided. ^ Cover trash bins and durnpstersand ensure they are not leaking. ^ Follow Appendix D of the King County Surface Water Design Manual, "Erosion and Sediment Control Measures" for devvateringactivities. Required Routine Maintenance: ~ Keep spill cleanup materials in a common location on -site. Ensure that employees are familiar with proper spill cleanup procedures. ~ Sweep paved areas tocollect loose particles for proper disposal. Wipe up spills with rags or other absorbent material immediately. Do not hose down the area to a storm drain. . Store hazardous materials undercover, using items such as tarps or other temporary cover materials. Supplemental BMPs: , Recycle nrreuse leftover materials. ^ Install catch basin inserts to collect excess sediment and debris if necessary. Inspect and maintain catch basin inserts toensure they are working correctly. . Install temporary wheel wash facilities if track out occurs. 60 Smnnwvte,PollutionPrevention Mumm'King Oxnty . Additional Information: • Concrete pouring - Activity Sheet A 20 • Catch Basin Insert Information Sheet • See Activity Sheet A-41, "Wheel Wash and Tire Bath Operations." For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 61 Ship/Boat/Watercraft Building, Maintenance, and Repair This activity applies to businesses that build, maintain and/or repair boats and ships that are not covered by National Pollutant Discharge Elimination System (NPDES) permit from the Washington State Department of Ecology. This activity also applies to wharves, piers, floats and docks. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures Required BMPs: • Move maintenance and repair activities onshore if possible. • Enclose blasting and spray painting activities by deploying tarps to prevent dust and overspray from escaping. Use sanders that have dust containment bags. Collect drips and spills using drop cloths or drip pans. • Collect bilge and ballast water that has an oily sheen on the surface. Properly dispose of it rather than dumping it in surface waters or on land. • Perform paint and solvent mixing, fuel mixing, and similar handling of liquids on land to avoid spilling into the water. Clean up spills immediately. Do not wash spills to a storm drain or surface waters. • Collect and properly dispose of wash water from washing painted boat hulls. Never dispose of wash water containing soap or other chemicals to storm drains or surface waters. • Cover boat construction and structural repair activities. • Place a tarp above the water surface underneath the work area on boats or piers to collect drips, spills, paint chips, and loose solids when work is performed over water. • Recycle all used oil and oil filters. • Do not use soaps or detergents of any kind to wash the topsides or hulls of boats where the wash water will enter surface waters. Required Routine Maintenance: • Store and maintain appropriate spill cleanup materials in a readily accessible location. • Have a current spill control plan and train all employees on proper spill cleanup procedures. • Sweep maintenance yard areas, piers, wharves, and boat ramps to collect sandblasting material, paint chips, oils, and other loose debris. Properly dispose of these collected materials. Do not hose down the area to the water or to a storm drain. Additional Information: • Disposal Information Sheet For more information or assistance contact the King County Stormwater Services at • Ecology's Vehicle and Equipment Washwater 206-477-4811 and visit kingcounty.gov/stormwater. Discharges/Best Management Practices Manual (https://fortress.wa.gov/ecy/publications/ summarypages/95056.html) 62 Stormwater Pollution Prevention Manual • King County Best Management Practices (BMPs) are required by King County Codw9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BN8Ps: ^ Sweep parking lots, storage areas, and driveways asneeded twcollect dirt, waste, and debris. Donot hose down the area tothe storm drainage system. ~ Clean upvehicle and equipment fluid drips and spills immediately, ^ Place drip pans below inoperative or leaking vehicles and equipment, including employee vehicles. ^ Collect and discharge wash water to a sanitary sewer or haul for offsite disposal if washing/pressure washing of the parking lot occurs. There are businesses that will clean parking lots and collect water for off -site disposal, Never drain wash water tothe storm drainage system. ^ Follow basic sediment controls as outlined in Appendix D ("Erosion and Sediment Control Standards") of the King County Surface Water Design Manual for gravel and dirt lots. These types of parking lots may require additional BMPs to prevent sediment laden water from leaving your site. Supplemental BMPs: ~ Encourage employees torepair leaking personal vehicles. ~ Encourage employees tmcarpool oruse public transit through incentives. ^ Encourage customers to use public transit bmrewarding valid transit pass holders with discounts. ~ Install catch basin inserts tocollect excess sediment and oil if necessary. Inspect and maintain catch basin inserts toensure they are working correctly. ��� Information: ���^��^��^� ^ Disposal Information Sheet Catch Basin Insert Information Sheet For more information or assistance contact the King County S%ormmwnatenServices at 206-477-4811 and visit kingcounty.govIstormwoter. Smnvvnte,Pollution Prevention Manual `King County 63 Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Sweep sidewalks as needed to collect loose dirt and debris rather than blowing or pushing it into the street or gutter or hosing it down. Collected materials must be disposed of as solid waste. • Clean individual stains instead of washing the entire sidewalk if possible. • Collect wash water and dispose of into the sanitary sewer or take off site for appropriate disposal if soaps or other cleaners are used. If only water is used, install a catch basin insert or filter cloth in order to collect all solids and debris. • Use a minimum amount of sand or deicing salts and sweep up any remaining granules when the snow and ice have melted. Additional Information: • Disposal Information Sheet • Storage of Liquid Materials in Portable Containers — See Activity Sheet A-3 • Containment Information Sheet For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 64 Stormwater Pollution Prevention Manual • King County / These BMPs apply to pools,spas, hot tubs, and fountains that use chemicals and/or that are Best Management Practices are required by King County Code 9.12,NFthe BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. �����n�� U�K8�� Required Operational Clean the pool, spa, hot tub, orfountain regularly, maintain proper chlorine levels and maintain water filtration and circulation, Doing so will limit the need to drain the facility. ^ Manage pH and water hardness toreduce copper pipe corrosion that can stain the facility and pollute receiving waters. ~ Before using copper algaecides, try less toxic alternatives. Only use copper algaecides if the others alternative do not work. Ask a pool/spa/hot tub/fountain maintenance service or store for help resolving persistent algae problems without using copper algaecides. ~ Develop and regularly update afacility maintenance plan that follows all discharge requirements. ^ Dispose of unwanted chemicals properly. Many of them are hazardous wastes when discarded. ° Store pool chemicals under cover and inenclosed containers. Required Water �&&�m --�--------'--r-----'— All pools and spas regulated b«the Seattle -King County Department ofPublic Health must be connected to the sanitary sewer for draining, pool wash water and filter backwash. If the pool or spa does not have a permanent drain connection, then water must be pumped or drained to the sanitary sewer or meet the fnUovvingBK8Ps. There are several options for discharging pool and spa water: drain to the sanitary sewer, have it hauled offsite for disposal at an approved location, infiltrate to the ground, or drain to the stormwater drainage system under the conditions listed below. ^ When a sanitary sewer is not available for discharge, pool and spa water maybe discharged to the ground to infiltrate or to the stormwater drainage system if all of the following conditions are met: » » » » » » » Nocopper-based algaecides were used; The water must betested todetermine chlorine levels and pH; The water isdech|orinatedtoO.1OppnnChlorine orless, using neutralizing chemicals mrbyletting the pool or spa "sit" long enough to reduce the chlorine level to the allowable limit. The pool or spa must not beused during this period; The pHisneutral (6-O); Free ofany coloration, dirt, suds, oralgae. Free oyany filter media, Free ofacid cleaning wastes. » Released at a rate that does not cause erosion either onsite or in the drainage system; and >) At ambient temperature. SmnvwxerPollution Prevention Manual ^King (ovmy 65 ~ Where there i5nOsanitary sewer and itiSnot possible tOdischarge the pool orspa water tOthe grOuO{[a ' professional pool -draining service must be hired to collect all water for off -site disposal at an approved |Oc8bDD. ~ Diatomaceous earth (commonly used as a filtering agent) and water from back flushing filter systems cannot bedischarged bmsurface waters, storm drainage systems, septic systems, orthe ground. Dispose of diatomaceous earth filter material as solid waste. ~ Oonot discharge pool orspa water toaseptic system, asitisprohibited and may cause the system tofail. ^ The discharge ofpool and spa filter backwash or cleaning water to the ground, surface waters or the storm drainage system ianot allowed. For more information mr assistance contact the King County S%onmmvna0er Services at 206-477-4811 and visit kingcounty.govIstormwater. 66 DnmxwaorPollution Prevention Manual ^King County This activity applies to kennels and catteries, fenced pens and exercise areas that do not involve livestock. For livestock BMPs see Activity Sheet A-35. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Make sure there is vegetative cover or some other type of ground cover such as mulch if animals are kept in unpaved and uncovered areas in order to prevent erosion. • Install covered waste receptacles and provide waste collection service at designated dog exercise areas. Required Routine Maintenance: • Sweep and clean areas where animals are kept, and collect and dispose of droppings, uneaten food, and other stray particles. • Regularly remove droppings in designated dog exercise areas. • When washing down kennels and paved areas either collect and dispose of the water to the sewer system or infiltrate into grass or gravel. Do not hose down the area to the storm drainage system. Supplemental BMPs: • Specially designed septic systems for kennels are commercially available and are recommended if the above BMPs are not adequate. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 67 Keeping Livestock in Stables Pens, Pastures, ' Fields This activity applies to management of all types of livestock, including cows, horses, and other hoofed Best Management Practices are required by King County Code 9.12,If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. �����n�����0�� � �����^ ..~�~..~~~�~._~~.~~�~...~.....~~.�~~�~~~..,. ^ Horse and livestock wash areas may not be plumbed or flow to the storm drain system, Wash water must be discharged to the sanitary sewer, septic system or infiltrate into the ground. ^ Locate manure piles such that runoff does not flow to the storm drain system orto nearby waterways or wetlands. ^ Implement 8MPsand specific requirements inaccordance with King County Code 2lA.3Ofor livestock management. If BIAPs are implemented in accordance with the livestock management code, additional BIVIPs will not be necessary unless they are not adequate to protect King County surface waters. Technical Assistance: King Conservation District The King Conservation District can provide tech- nical assistanceforsto,nnvvaterpoUudoncmntn)| efforts related to the keeping of livestock. Person- nel are available for site visits and prepare farm management plans tnassist incompliance with the sto,nnvvatercode. llO75VVGrady Way, Suite 1]O Renton, VVA98O57 Te|ephone:435-282-l90U Email: districtPkinnud.org http.-Ilwww.kinucd.org/ bttp:11vwwNngcd.org1 Washington State University Cooperative Extension_ King County The Extension Service offers avariety u[educational services designed topromote sensitivity tnwater quality concerns inrelation toagricultural pruduc' tion, livestock management, and small farms. WSU County 919SVVGrady Way Ste lIU Renton, VVA98O55 Telephone: (2U0)2OS-3l00 Horses for Clean Water �orses for Clean Water offers environmentally sensi- tive horse keeping education on manure manage- ment, pasture management, mowing, composting, and what equipment touse. 7Z355outhsidpBlvd Nampa, |DM3088 Phone:206-909-0225 68 Storm nwater Pollution Prevention Manual -King Ovmy \ r \ This covers logging activities that fall under the classification of Class IV Gereral Forest Practices — where timber harvesting is done in the process of converting forest lands into other land uses, such as forest cutting for construction of homes. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Comply with King County Critical Areas Ordinance requirements for logging near streams, wetlands, and other sensitive areas, and the King County Surface Water Design Manual requirements for the clearing and grading of sites. • Apply for coverage under the State Department of Ecology's National Pollutant Discharge Elimination System (NPDES) baseline general permit. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 69 This activity applies to surface excavation and on —site storage of sand, gravel, minerals, peat, clay, rock, and other materials that are mined in unincorporated King County. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Obtain a National Pollutant Discharge Elimination System (NPDES) Sand and Gravel General Permit for Sand and Gravel Operations, Rock Quarries, and Similar Mining Facilities. • Obtain a grading permit from King County Department of Permitting and Environmental Review (DPER). • Comply with King County Clearing and Grading Ordinance (KC Code 16.82). If the DPER grading permit conditions do not adequately protect surface and groundwater, additional BMPs will be required under KC Code 9.12, Water Quality. • Maintain stormwater facilities per King County Stormwater Ordinance (KC Code 9.04). • Control sediment and erodible materials on site to prevent track -out on to road right of ways and from entering the stormdrain system. • Control dust as per Activity A-44. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 70 Stormwater Pollution Prevention Manual • King County QUe�� �� ~ �U � Well,n�u�K�������K�������M�����U� H NU���� This activity applies drilling water wells and utilities, environmental protection and monitoring wells, and geotechnical borings that use machinery in the drilling. It does not apply to the use of devices such as hand augers. Best Management Practices (BMPn) are required by King County Code 9.12,Ufthe BMPs included here are not enough to prevent contamination mf$toyou will be required to take additional measures. �������� ~_~�~~.�~���~.,~~~~~g~m~~n~~.actices ~ Obtain permits for drilling activities, and for clearing and grading the access routes and the work site. Contact the King County Department of Permitting and Environmental Review for more information. ~ Determine if environmentally sensitive areas (streams, wetlands, erosion hazards, and landslide hazards) are within the area of influence of the work site. For horizontal directional drilling, take measures to ensure drilling fluids are not leaking. ~ Mitigate potential impacts to surrounding areas and/or the storm drainage system. The driller must be equipped toquickly respond tounusual conditions that may arise. ° Locate and prepare access roadways to minimize the amount of excavation and the potential for erosion. See the King County Surface Water Design Manual for information on vehicle access preparation and maintenance and erosion control measures. ^ Contain accumulated water and sediment on -site and direct through a geotextile filtration system (or equivalent system) before discharging to the surrounding ground surface. Keep all sediment -laden water out of storm drains and surface waters. If sediment -laden water does escape from the immediate drilling location, block flow toany nearby waterways orcatch basins using fabric, inlet protections, sand bags, erosion fences, orother similar methods. ~ Divert any concentrated flows of water into the site using sandbags or check dams up -slope from the site. ~ Dispose of soil cuttings and accumulated sediment appropriately. If cuttings or other soils disturbed in the drilling process are to be temporarily stockpiled on -site, they must be covered and surrounded by a berm or filter device. ~ Stabilize exposed soils at the end of the job, using mulch orother erosion control measures. �����m��UU ^ Additional Information: ^ Storage of Soil, Sand, Salt, and Other Erodible Materials - Activity Sheet A-4 ^ Containment Information Sheet Disposal Information Sheet }wnn^aterPollution Prevention Manual -King County 71 This activity applies to processes that vent emissions to the roof and/or the accumulation of pollutants on your roof. Processes ofspecial concern are stone cutting, metal grinding, spray painting, paint stripping, galvanizing and electroplating. Best Management Practices (BMPn) are required by King County Code 9.12.Uf the BMI)s included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required B&NKs^ ^ Identify processes that are vented and may contribute pollutants to the roof. Pollutants of concern include and are not limited to: metal dust, grease from food preparation, solvents, hydrocarbon, fines, and stone dust. ~ Install appropriate source control measures such as air pollution control equipment (filters, scrubbers, and other treatment) and/or institute operational orprocess changes. ~ If proper installation and maintenance of air pollution control equipment does not prevent pollutant fallout on your roof, additional treatment of the roof runoff may be necessary. Install/provide appropriate devices for roof runoff before it is discharged off site. This may include approved water quality treatment BMPs or structural storrnvvatertreatment systems. Required Routine Maintenance: ^ Maintain air filters and pollution control equipment on a regular basis to ensure they are working properly. (If you smell odors from outside the building, the pollution control equipment may need maintenance or evaluation.) ^ When cleaning accumulated emissions from roof tops, collect the vvashvvaterand loose materials using a sump pump, wet vacuum or similar device. Discharge the collected runoff to the sanitary sewer or have a waste disposal company remove it. Additional Information: ^ Water quality treatment Information Sheet • Disposal Information Sheet Contact Puget Sound Clean Air Agency and/or the Washington State Department of Ecology (Eco|ogy)for air pollution control regulations. If your activities are permitted by either of these agencies, these requirements are supplemental. Additionally, if you are covered under an Ecology National Pollutant Discharge Elimination System (NPDES) Industrial Permit, and sampling for specific parameters is required, these BK8Ps may assist you in attaining your permit conditions. 72 Storm water Pollution Prevention Manual -King Ovmy This activity applies to deicing and anti —icing operations on streets and highways to control ice and snow. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Select deicers and anti -icing materials such as sand, calcium chloride, magnesium acetate, potassium acetate, or similar materials that cause Tess adverse environmental impact than urea, and sodium chloride. • Apply only as needed using minimum quantities. Adhere to manufacturers and industry standards of use and application. • Store de/anti-king materials (except for sand) in an impervious containment area to keep the material from entering storm or natural drainage systems. Maintain sand piles so that sand cannot wash into the storm drain system. • Transfer liquid de/anti-icing materials in the containment area or use a drip pan under the hose connection. • Sweep/clean up accumulated de/anti-icing materials and grit from roads as soon as possible after the road surface clears. • Minimize use in areas where runoff or spray from the roadway immediately enters sensitive areas such as fish -bearing streams. Supplemental BMPs: • Intensify roadway cleaning in early spring to help remove particulates from road surfaces. • Switch products to one with a lower amount of metals. Additional Information: For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 73 This activity applies to commercial and industrial operations where materials may be tracked off the property. If a rocked construction —type entrance for unpaved site, or routine sweeping/vacuuming of paved site, does not control mud and sediment track out; a wheel wash system must be installed. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required Best Management Practices (BMPs): • Install a portable wheel wash system OR • Permanent wheel wash system as described in Appendix D, Chapter D.3.4.3 of the King County Surface Water Design Manual Required Routine Maintenance: • Change water as necessary. Dispose of wheel wash water to appropriate disposal location. • Maintain the appropriate level of water per design. Additional Information: For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 74 Stormwater Pollution Prevention Manual • King County Potable Water Line Flushing, Water Tank Maintenance and Hydrant Testin Chemicals used in line flushing and tank maintenance are highly toxic to aquatic organisms and can degrade receiving waters Best Management Practices (BMPs) are required by King County Code 9.12. lithe BMPs included here are not enough to prevent contamination of stormwater, you will be required tc take additional measures. Required BMPs: • Discharge water to the sanitary sewer if super chlorination or chemical treatment is used as part of flushing. If sanitary sewer is not available, the water may be infiltrated to the ground as long as it is dechlorinated to a total residual chlorine concentration of 0.1 ppm or less and water quality standards are met, a diffuser is used to prevent erosion, and the water does not cross property lines. • Discharging water (chlorinated or dechlorinated) to a stormwater drainage system requires approval from King County Water and Land Resources (WLRD).The water must be dechlorinated to a total residual chlorine concentration of 0.1 ppm or less and pH adjusted if necessary. Water must be vokumetrically and velocity controlled to prevent resuspension of sediments in the MS4. Contact WLRD for approval. Additional Information: For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 75 Dust Control for Commercial Operations This activity applies to existing manufacturing and commercial operations as opposed to new construction or land development. Material handling activities may include concrete crushing, cement mixing, commercial composting, stone grinding, and wood milling. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs: • Sweep paved areas where dust and erodible materials accumulate. Use vacuum sweepers to minimize generation of airborne dust and for more efficient dust removal. • Clean equipment and vehicles that leave the property to prevent dust and track out of material. Create a designated wash area to collect and properly dispose of the wash water. Never wash down equipment or vehicles to the storm drainage system. • Train employees in the proper operating procedures to minimize dust accumulation. Supplemental BMPs—if the Above are Not Sufficient: • Use dust filtration and collection systems such as bag house filters. • Use water spray to flush dust accumulations to an approved treatment system or the sanitary sewer where available and allowed by the local sewer authority and the King County Industrial Waste Program. • Use approved dust suppressants such as those listed in the King County Surface Water Design Manual, Appendix D, Erosion and Sediment Control Standards. • When pH levels in stormwater rise above 8.5, the pH must be adjusted to the acceptable range of 6.5 to 8.5. Refer to the King County Surface Water Design Manual Appendix D Sections D.2.2.7 and D.2.2.8 for information on pH adjustment. Additional Information: • Department of Ecology Publication "Techniques for Dust Prevention and Suppression,"#96-433. Please note that not all dust suppressants are appropriate for use near storm drainage systems or surface waters. • Contact Puget Sound Clean Air Agency and/or the Washington State Department of Ecology for air pollution control regulations. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 76 Stormwater Pollution Prevention Manual • King County . ��a"8�te0���n�c� Public U —"^�Nm~=��o������i��*��� xv,�u""v"~~� �o �u��wn~�o�&u �Vn��u�u�&VnUu���V8UUWU..U��..uown.nvm��vU�U�s ^/ This covers maintenance activities associated with the transmission and distribution of public and private utilities such as petroleumproducts, natural gas, water, sewage, and electrical power. This includes the maintenance of underground utility vaults pump stations, and similar facilities. Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required ^~~n~~^~~ =~^^ ~^ ^ Minimize the amount of herbicides and other pesticides used to maintain access roads and facilities. ^ Stabilize access roads n[areas of bare ground with gravel, crushed rock, oranother method tnprevent erosion. Use and manage vegetation tominimize bare ground/soils that may besusceptible toerosion. ^ Provide stormwater drainage for roads and maintenance areas. Grade roads with a crown or slope to minimize the potential for erosion from runoff. Provide ditches, svva|es, and culverts toconvey storrnvvater runoff. ~ Keep ditches and culverts clear to reduce the possibility of the drainage becoming plugged Vrblocked, causing overflows and erosion. ^ Check utility vaults or other underground structures for oil prior to pumping out any collected water. Contaminated water must be collected for proper disposal. Small amounts ofoil may be captured with absorbent material. Never discharge contaminated water, including high or low pH, to storm drainage facilities orsurface waters. ^ When removing water and/or sediment from electrical transformer vaults, determine from records mrtesting if the transformers contain PCBs. ~ Clean up any debris or spilled material immediately after completing maintenance and repair activities. &�� Information: ^~-�^��~—~— ^ Landscaping Activities and Vegetation Management —Activity Sheet A-26 ^ Erosion and Sediment Control Standards —King County Surface Water Design Manual, Appendix D ^ Work in public road right of ways requires permission from King County Utility Inspection Program (206)296-8122. }mnownterPollution Prevention Manual `King (oun0 77 Color events are charity, religious, or commercial events that involve the use of powdered and/or liquid dyes. Because they typically occur outside, there is a high likelihood of the color material entering storm drain systems and surface water unless measures are taken to prevent these illicit discharges from Best Management Practices (BMP*) are required by King County Code 9.12,Ufthe BMPs included here are not enough WNprevent contamination of stoKmwater, you will berequired @Wtake additional measures. Pre —event BMPs: ^ CalKing County Stormwater Services at (206)477-4811 and ask to speak to a Water Qua I ity Engineer for specific approval requirements and to arrange a pre -event site visit and/or consultation. Every event will have site specific storrnvvaterconsiderations. ^ Create a map of your event that includes the following: event route; nearby streams, lakes and ponds; start and finish areas; color application stations, and the storm drain inlets at the color application, start and finish areas. ^ Create a Pollution Prevention Plan that details the measures taken to ensure that NO dye material, either during or after the event, will enter the storm drain system and how it will all be removed and disposed of. The plan must address what will happen in the event of rain. ^ Contract with a commercial street cleaning firm to clean paved surfaces. Have a storm drain cleaning contractor on -call for discharges to storm drains or emergency clean-up if necessary. ` Request a copy of the dye product's MSDS (Material Safety Data Sheet) from the manufacturer or supplier. Review K8S[JSfor potential safety and environmental hazards. ^ Provide copies of the map, pollution prevention plan, commercial cleaning contract, dye MSDSs, and the names and contact information of the event officials for both during and after the event to the local stormwater agency. This information shall be submitted at least 3 weeks prior to the event. Preventing Runoff Fo00 Entering Storm Drain Systems and Water Bodies: ^ Protect storm drains by using berms and covering the drains with tarps or catch basin covers. ^ Prohibit participants from throwing dye within 100 feet of any stream, ditch or water body. ^ Set up color stations at least 100 feet away from any stream, ditch or water body. ` The route, start, finish, and color application stations must be at least 1 00'away from any permeable pavement orthe permeable pavement must becompletely covered. 78 Storm water Pollution Prevention Manual -King County • Event Clean—up BMPs: • Dry off tarps and stained wet pavement with towels or absorbent pads. • Use brooms or street sweepers to clean up paved areas. • Do not use blowers to move dye material. • Do not use hoses or pressure washers to rinse excess dye off of tarps, sidewalks or paved areas. • If it becomes necessary to use water to clean surfaces, all the water must be collected and disposed of to the sanitary sewer system, with approval from the local sewer agency. • Call King County Stormwater Services immediately (24/7) if any colored water enters a storm drain or water body. • All litter and debris must be picked up and properly disposed of. "Biodegradable"and"non-toxic"do NOT mean that a substance can go into storm drains or water bodies.The dye material can harm aquatic organisms by altering water quality and chemistry. State and Federal environ- mental laws require local jurisdictions to prohibit non-stormwater discharges to storm drains. Dye material and any wash water are prohibited discharges. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. Stormwater Pollution Prevention Manual • King County 79 Older Fueling Opera These BMPs apply to the fueling of vehicles and equipment, including gas stations and fuel pumps to service equipment or vehicles, where the fuel pumps were installed prior to July 1995. For new or remodeled fueling areas installed after July 1995, see Activity Sheet A-17 Fueling Operations. For mobile fueling operations see A-48 Mobile Fueling of Vehicles and Heavy Equipment. For farm and agricultural operations with above ground fuel tanks, refer to Activity Sheet A-2 Outdoor Storage of Liquid Materials in Stationary Tanks Best Management Practices (BMPs) are required by King County Code 9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Required BMPs (Permanent Sites): • Pave and contain the fueling area with Portland cement concrete with a sill or berm raised to a minimum of four inches to prevent the runoff of spilled liquids and to prevent run-on of stormwater from the surrounding area. Raised sills are not required at the open -grate trenches that connect to an approved drainage -control system. • Cover (roof) the fueling area or in lieu of covering the fueling area (if the fuel pumps were installed prior to July 1995): o Maintain spill materials and drip pans at all times next to the fueling area; and o For non -retail fueling operations, post a sign stating that a drip pan must be used during fueling and that all spills and drip must be cleaned up immediately. o Should subsequent inspections find evidence of spilled fuel on the ground or stormwater contamination, then the fueling area must be covered. • Convey stormwater collected on the fuel island containment pad to a sanitary sewer system, if approved by the sanitary authority; or to an approved treatment system such as an oil/water separator. Discharges from treatment systems to storm drains or surface water or to the ground must not display ongoing or recurring visible sheen and must not contain oil and grease. • Alternatively, collect stormwater from the fuel island containment pad and hold for proper off -site disposal. • Use drip pans or absorbent pads under all hose connections to capture drips or spills during fuel transfers. • Post signs stating not to top off the fuel tank when filling. Post signs that ban customers and employees from changing engine oil or other fluids at that location. • Prepare an emergency spill response and cleanup plan and have designated trained person(s) available either on site or on call at all times to promptly and properly implement that plan and immediately cleanup all spills. 80 Stormwater Pollution Prevention Manual • King County ��� ^~~qu`^~~^^~~~^^^~^`~~^^`~~^^~^`~~r(Permanent~^~~~,` ^ Store and maintain appropriate spill cleanup materials ina location known toall. ^ Ensure that employees are familiar with the site's spill control plan and proper spill cleanup procedures, 0 Sweep or vacuum fueling area as needed. Never hose down the fueling area to the storm drains. Supplemental BMPs ° Use absorbent materials in or around storm drain inlets onthe property tofilter oily runoff. Used materials containing oil must bepicked upbvaqualified disposal contractor. ~ Install a catch basin insert configured for oil removal. The oil absorbent filter media must retain absorbed oil during future storm events. Additional Information: ° Covering Information Sheet ^ Containment Information Sheet ^ Oil/Water Separators Information Sheet and Surface Water Design Manual ^ Catch Basin Inserts -Information Sheet and the King County Surface Water Design Manual. ^ Spill Response and Clean-up Plan Information Sheet For more information mr assistance contact the King County Stormnnatar Services at 206-477-4811 and visit kingcountygovIstormwo ter. }mnowmter Pollution Prevention Monvol-King County 81 Mobile fueling, also known as fleet fueling, wet fueling, or wet hosing, is the practice of filling fuel tanks of vehicles or equipment by fuel tank trucks, tank trailers, and trucks with accessory fueling tanks that are driven to the yards or sites where the vehicles to be fueled are located. Required Operational BMPs: • Obtain approval from the local fire department. Comply with local and Washington State fire codes. • The driver/operator must be present and constantly observe the fuel transfer to ensure the implementation of the following procedures at all fuel transfer locations: » To the extent practical, locate the point of fueling at least 25 feet from the nearest stormdrain or drainage ditch, or inside an impervious containment with a volumetric holding capacity equal to or greater than 110 percent of the fueling tank volume, or covering the stormdrain to prevent discharge of spilled or leaked fuel. Covers are not required for storm drains that convey the inflow to a spill control separator approved by the local jurisdiction and the fire department; Place a leak -proof drip pan or an absorbent pad under each fueling location prior to and during all dispensing operations.The pan or the absorbent pad must have a capacity of at least 5 gallons.There is no need to report spills retained in the drip pan or the pad; Manage the handling and operation of fuel transfer hoses and nozzle, drip pan(s), and absorbent pads as needed to prevent spills/leaks of fuel from reaching the ground, stormdrain, or surface waters; Do not extend fueling hoses across a traffic lane without fluorescent traffic cones, or equivalent devices, conspicuously placed to block all traffic from crossing the fuel hose; Remove the fill nozzle and cease filling the tank when the automatic shut-off valve engages. Do not lock automatic shutoff fueling nozzles in the open position; Do not "top off" the fuel tanks; and Do not use dispersants or soap to clean up spills or sheens. • Develop and follow a mobile fueling plan that includes the required operational BMPs and spill response procedures. • The responsible manager shall: Sign and date the mobile fueling plan; Distribute procedures to the operators; and Update and retain them in the organization files • Immediately notify the local fire department (911) and Ecology in the event of any spill entering surface or ground waters. Establish a "call down list"to ensure the rapid and proper notification of management and government officials should any significant amount of product be lost off -site. Keep the list in a protected but readily accessible location in the mobile fueling truck. The"call down list" should also pre -identify spill response contractors available in the area to ensure the rapid removal of significant product spillage into the environment. 82 5tormwater Pollution Prevention Manual • King County ° ^ Train the driver/operator upon hiring, and annually thereafter, on proper fueling procedures, spill prevention, cleanup measures, and emergency procedures, Make all employees aware of the significant . The driver/operatorof the fueling vehicle must have: » » Acurrent copy ofthe mobile fueling plan; Adequate flashlights or other mobile lighting to view fuel fill openings with poor accessibility; and Two-way communication with the operator's home base. ~ Maintain aminimum ofthe following spillclean-up materials inall fueling vehicles, that are readily available for use: " » » » Non -water absorbents capable of absorbing at least 15 gallons of diesel fuel; Astorm drain plug orcover kit Two, five -gallon buckets with lids orsealable disposal bags; Anon-spark generating shovel; and For fuel tankers and trailers with fueling tanks greater than 100 gallons, a non -water absorbent containment boom, minimum lOfeet |n length with a 12-ga||on minimum absorbent capacity. ~ Use automatic shutoff nozzles for dispensing the fuel. Replace automatic shut-off nozzles as recommended by the manufacturer. ~ Maintain fueling equipment, particularly hoses and nozzles. ° Use anadequate lighting system atthe filling point. Information: ^~~~^~~^a ~ . Spill Response and Clean-up Plan Information Sheet For more information mmassistance contact the King County Stonmmwater Services at 206-477-4811 and visit kingcountygovl5tormwater. Stormwater0ollution Prevention Wonuol-King County 83 ���UK��N��U�K ��8���� nv��uuv�mnnnnn� m"mmn� INTRODUCTION This chapter consists of a series of BMPs that are required for single family residential activities in unincorporated King County. They address typical household activities that have the potential topollute stormwater,surface waters, and groundwater. Even small amounts of commonly used household products such as motor oil, pesticides, paint waste, and soaps are harmful to aquatic life. Although individual activities may appear insignificant, runoff from urban areas is now aleading cause ofwater pollution |nrivers, lakes, and coastal areas, King Cwunty'sgoal istoreduce pollution b»educating homeowners and residents toprevent the contamination ofstormwater runoff and our streams, rivers, lakes, and groundwater, For commercial activities occurring onsingle family residential properties, the BMPsinChapter ]must be implemented in order to protect stormwater quality. This includes home occupations that have an outdoor component such as guest or employee parking areas or outdoor storage. ^ R,l Residential Automobile and Boat Washing ^ R-3Residential Storage ofSolid and Food Wastes ^ R-3 Residential Automobile Repair and Maintenance ^ R-4Residential Hazardous Waste Use, Storage, and Disposal ^ R'5 Residential Gardening and Lawn Care ^ R'0 Residential Maintenance and Repairs ^ R'7 Residential Swimming Pool and Hot Tub Maintenance Smnvwmer Pollution Prevention Manual -King (oumy 85 - and Boat Residential e an&QBo�� This applies to washingautomobilesor boats at your house Best Management Practices (BMPs) are required by King County Code 9.12. If the BMKs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Automobile washing isone ofthe most common residential activities that pollute surface waters, streams, creeks, lakes, and Puget Sound. The soaps and detergents used to wash automobiles can be more of a pnUut|onthneatthanthegrinnevvashedofftheautorno6i|es.Evenswapsthatare|abe|ed"biodegradab|e," "environmentally friendly"or "nontoxic" are harmful to aquatic life and water quality. The "nontoxic" label simply means the soap isless toxic tohumans. The most environmentally responsible thing to do is to take your vehicle to a commercial car wash where wash water is recycled and discharged to the sanitary sewer. Required B&8P« ^ When washing vehicles or boats, use a mild detergent or soap that is pH neutral. Washing may only be done in an area that allows for infiltration of the wash water, such, as gravel, grass, or loose soil. ~ Never clean or pressure wash the engine or undercarriage of your automobile at home. The pollutants from this activity can contaminate your property orwell water. ^ Flush any remaining soapy water in your wash bucket down the toilet or pour it down the sink. ~ If you wash on a paved area such as your driveway and use soaps or detergents, you must do ONE of the following: ^ Redirect the wash water to vegetated areas such as the lawn using temporary measures such as a berm, boom/socks, or other solid materials like a piece of lumber placed at the low point of where your vehicle is parked. This will redirect the flow of water. OR ^ Use a wet vacuum to collect the wash water and then dispose of the water in your sink or toilet for treatment at your local sewage treatment plant. Tips: ^ Use a hose nozzle with a trigger and shut it off when you're not using it to conserve water. ^ There are several waterless car wash products on the market. Cloths, rags, etc. used with these products should bedisposed qfassolid waste. ^ Do not take your car to a "charity car wash" unless you can see that the wash water is being collected and discharged tothe sewer system. When indoubt, ask. For more information orassistance contact the King County Stormmma%enServices at 206-477-4811 and visit k/ngonunty.gomtuxnnwmtor 86 Smrm~oter Pollution Prevention Monuol-King (ovmy Best Management Practices (BMPs) are required by King County ���12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Leaking garbage cans, waste containers without lids, scrap piles, and junk vehicles and equipment can cause polluted runoff from your property to drain to surface and groundwater. Accumulated garbage can attract rodents, rats, mosquitoes, and other pests that are also health hazards. Required B@8P« ^ Keep garbage, recyclables, and food wastes in covered or lidded containers. ^ Dispose ofwaste, using acurbside pick-up service ortake ittoasolid waste transfer station. ^ Donot let garbage accumulate. Tips: ~ Recycle asmuch aspossible. ~ The King County Industrial Materials Exchange (|KAE%)at2O6-Z96-4O9Smr imexPking0UntygoKgmvlinkonlhorwostelbusinesslinm: ^ King County Online Materials Exchange: http://Youckingcouny.gomsoVdwmsteyexchonge/ ^ King County Solid Waste Division waste disposal information: http://wouckingcountygowso8dwmsAelindmcmsp. ~ Household hazardous waste disposal: www.gov/ink.org/hozwostelhouse, or contact the Hazards Line at 2O6-296-4692.See Activity Sheet R-4'"Residential Hazardous Waste Use, Storage, and Oisposa|." ~ Composting yard and kitchen waste: http://YouxNngcountugVvlso0dwaste/compVsbno/index.osp. ~ Yard waste collection: ~ Dispose ofpet waste inyour garbage; bury itinyour yard (not invegetable gandenu);or, dispose ofin sanitary sewer systems. See http://Your.kingcounty.govlsolidwastelcompostinglpetwaste,asp For more information or assistance contact the King County StormwateServkes at 206-477-4811 and visit kingcounty.govIstormwater. SmnnwnterPollution Prevention Manual ^King (ovmy 87 Residential Automobile Repair and Maintenance�_ Best Management PKactice%(BMPs) are required by King County Code 9.12.Ifthe BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measuN@s. Many people repair and maintain their vehicles at home. These activities cannot pollute streams, rivers, and lakes. Keeping your vehicle from leaking oil or other fluids is an important pollution prevention measure. ~~~q~~~e~B~..~~ ^ Collect all used oil, antifreeze, or other vehicle fluids in containers with tight fitting lids. Do not mix these fluids inthe same container. ^ Recycle oil atanauto parts store orservice station. Oil and other fluids can bedisposed ofatahousehold hazardous waste collection site. Call the household hazardous waste line at 206-296-4692 or see oov8nk.00alhuzwmste/houoe/broducUllisCc/h7 for recycling and disposal information and locations. Never dispose of any fluids or waste materials into a storm drain, ditch, or onto the ground. ^ Never clean the engine or undercarriage of your vehicle at home. For this type of cleaning, take the vehicle tuacommercial car wash facility. ^ Use drip pans, tarps, or even cardboard and newspaper under the vehicle to capture leaks or spills that may occur during maintenance and repair activities, This ensures spilled fluids won't be washed to the storm drainage system. ~ Clean up spills with rags or absorbent material, such as sand, dirt, or cat litter. Do not wash down or hose down these spills tVthe curbs, roadway, o,storm drains. Sweep up absorbents and dispose of them in your garbage can. ~ Store used batteries undercover and off the ground wrinside until they can be recycled. Tips: ` Take your vehicle to a commercial car repair facility where fluids are handled, recycled and disposed of correctly tnavoid pollutants being introduced tuour local water bodies. For more information or assistance contact the King County StormmmatenServices at 206-477-4811end visit kingcountygovIstormwater. 88 Storm water Pollution Prevention Manual -King (oumy �a���� ���e`�����Disposal',U� Residential--__-----' - - -- -- -� Use, - -.,�� and �r .' There are a variety of hazardous materials routinely used in and around our homes including chemical cleaners, pesticides, paints, solvents, lighter fluid, gasoline, brake fluid and other automotive products, wood preservatives and even batteries from our electronic equipment. Best Management Practices (BMPs) are required by King (ode 0[12.If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Improper disposal and failure to keep hazardous products from rainwater contact may cause surface and groundwater pollution. With so many hazardous compounds present in thousands of households in King County, the cumulative adverse effects of poor usage, storage and disposal practices are potentially severe to our environmental health. Required B~~~~ " Store all hazardous materials inside abuilding orshed orundercover. Donot expose hazardous materials tm rainwater. ^ Use products only asspecified mnlabeling directions. ~ Dispose of and recycle hazardous wastes through the Household Hazardous Waste Program or other recycling programs or businesses, or carefully follow disposal directions on containers of chemicals. There are three fixed hazardous waste collection sites for household hazardous waste in Seattle and King County. In addition, the Wastemobile travels to different areas of King County throughout the year. See ooviink.org1hozwostelhouse or call the Household Hazards Line at 206-296-4692 for more information, ^ Never discharge or dump hazardous chemicals into storm drainage systems or an to the ground. Tips: ^ Reuse and recycle as much as possible. The King County Industrial Materials Exchange (IMEX) is a good resource for finding uses for your left over materials. Call |K4EXat orsend ane-mail to imexPkingcountygov.[mnsu|tthe|K8EXVVebs|tefornnmn*infornmation,at htgnvlink.ouz/hozvmoskslbuo/ne»s//�max. ` Use the least toxic product available. See http.-Ilwww.gov//*nk.orglhazwostelhouselaftemat/*ves for information on finding alternatives tohazardous household products. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.govIstormwater. }wnow*er Pollution Prevention Manual `King County 89 Best Ma(BMPs) are required by King County Code 9L12.If the BMPs included here are not enough to prevent contamination of8toKmwater, you will be required to take additional measures. Many pollutants can enter stormwater systems, groundwater, and water bodies as a result of typical lawn and gardening work. Runoff contaminated by pesticides and fertilizers can severely degrade streams and lakes and adversely affect fish and other aquatic life. Some gardening chemicals are also harmful tochildren and pets, Disposal ofgrass clippings and other vegetation into water bodies leads to decreased oxygen levels that can be lethal to fish and other aquatic life. In addition, disposal of leaf litter and other debris to the storm drain system can clog drainage pipes, leading to street flooding and increased maintenance costs. �������� '-.�-..~-~~...~, ° Never apply herbicides, insecticides, or fungicides near water mwhen his raining. ^ Manually or mechanically remove weeds and other pests rather than using pesticides near water. ^ Store all bags or piles of fertilizers and containers of pesticides in a covered location such as a garden shed. ^ Do not sweep or dump grass clippings, leaves, or twigs into any street, drainage ditch, or stormwater facility o,pond. ^ Store piles oferodible materials on lawns mrother pervious areas. |fthese materials are stored on impervious areas such as driveways, cover them with a tarp so they are not washed into storm drains or ditches. ^ Do not blow or sweep leaf litter and other debris into the street or drainage system. Instead, collect and either compost it or dispose as yard waste. ^ Control lawn and garden watering so that no runoff leaves your property. Check automatic sprinklerxystenms to ensure there is no overspray to driveways and sidewalks that drain to storm drainage systems, ~ Use aslittle pesticide aypossible and always follow the label directions for application, Try pest control measures that dmnot require chemicals first. See h k. ~ Compost your yard waste, or use it as mulch in your yard or garden. Contact your local solid waste utility to see ifyard waste pickup service isavailable. See http�4mur.kingnounty.gowtolidwmstelgoohuge-occmclinm4modwmsteosp. , Learn about alternatives to chemical pesticides and fertilizers. Contact the Local Hazardous Waste Management Program at 206-296-4692, or visit http.-Ilwwwgovtink.orglhozwostelhouselyord. ^ Avoid planting species on the Noxious Weeds list. For assistance or questions contact King County's Noxious Weed Program at 206-296-1900. For more information or assistance contact the King County StormwatenServices at 206-477-4811and visit kingcountygovIstorm wo ter, ` 90 Storm water Pollution Prevention Manual -King County Best Management Practices (BMPs) are required by King County Code 9.12,If the BMPs included here are not enough to prevent contamination of stormwater, you will be required totake additional measures. There are a variety of home maintenance and repair activities routinely carried out by homeowners in King County that have the potential to can adversely affect our streams, rivers, and lakes,Pollutants generated from these activities can affect whether a water body is swimmable or fishable. Required BMPn ^ Dmnot dispose ofwastewater into the street, gutter, storm drain, ordrainage ditch, orinto astream, creek, or any other body ofwater. ~ Painting: Do not dispose of wash water from cleaning brushes, paint rollers, paint buckets, or containers to surface water, storm drains, or ditches. Wash water from latex paints can be disposed of to the sanitary sewer. Empty containers of latex paint can be left open to dry out any residual paint, and then disposed of in your normal garbage or taken to a transfer station for disposal. Residual oil based paint, paint thinners, and solvents must bedisposed nfashazardous waste. See httpllwww.gov//*nk.org/hazwostelhouselproducts�//*st.cfm and htt/.11wmvw/ t Common Nastes.od/for information onthe proper disposal of paint and solvent waste. ~ Pressure Washing: Water from pressure washing decks, driveways, roofs, or other hard surfaces may contain suspended solids and other pollutants that should not be directly discharged to drainage systems, Redirect pressure washing wastewater to vegetated areas or areas such as gravel, lawns, landscaping, or bare soil where the water will infiltrate slowly into the ground. If this cannot be accomplished, filter the wash water through filter fabric, or other filtering media to collect the suspended solids before discharging the water to a drainage system. If any chemicals are used during the pressure washing process, the wastewater must be collected and disposed of in a sanitary sewer system or infiltrated on site. If moss control or another chemical treatment is used during pressure washing of roofs, disconnect the downspouts so the chemicals do not discharge to the storm drainage system, and disperse the wash water onto adjacent lawns and landscaping. ~ Carpet Cleaning: Most commercial carpet cleaners have onboard wastewater recycling systems. If you do your own carpet cleaning, the wash water must be discharged to the sanitary sewer or your septic system. Filter the water if it contains lint or other particles to avoid clogging the drains. If you prefer not to discharge the water to your septic system, you may also discharge the water to your lawn or a landscaped area to allow the wash water to infiltrate slowly into the ground. Be aware that detergents and other cleaning chemicals such as solvents can be harmful to vegetation and septic systems. Discharging wash water to the ground may not be allowed if you live in a Critical Aquifer Recharge Area (CARA), Never dispose of carpet cleaning wash water to a storm drain, drainage ditch, or surface water. Carpet cleaning wastewater contains chemicals, detergents, and suspended solids that adversely impact the quality ofsurface and ground waters. ~ Cement/Concrete Work: Concrete/cement wash water has a pH level that is tox�c to aquatic life. Do not allow wash water from concrete work to discharge into storm drainage systems, including small yard drains or adjacent roadways.This is especially important when installing washed aggregate driveways or patios. Direct the wash water to vegetated areas or dig a hole where the wash water can settle and infiltrate slowly into the ground. The cement residue can be mixed into the soil where the wash water is infiltrated with no detrimental effects, and the pHwill beneutralized. ` }mnnwnterPollution Prevention Manual ^King (oumy 91 Tips: • Hire a professional home maintenance and repair company that follows the approved BMPs for home repair and maintenance, as adopted by King County. If you have questions about which Best Management Practices a business must comply with contact King County Water and Land Resources at 206-477-4811 or see http://www.kingcounty.gov/environment/waterandland/stormwateraspx. • Remember, as a homeowner, you have a responsibility to ensure your contractors follow the required Best Management Practices. As part of your agreement with contractors, require them to follow all King County Codes and regulations. For more information or assistance contact the King County Stormwater Services at 206-477-4811 and visit kingcounty.gov/stormwater. 92 Stormwater Pollution Prevention Manual • King County Best Management Practices (BMPs) are required by King County Codw9.12. If the BMPs included here are not enough to prevent contamination of stormwater, you will be required to take additional measures. Improper drainage or discharge of water from swimming pools, hot tubs, or spas to storm drains or ditches dur- ingrnaintenanceactivitiescanheadtopuKutionmfstneanns,rivers,and|akes.Chernica|susedinpon|,spa,and hot tub maintenance can contaminate stormwater and surface water if they are not stored, used, and disposed of correctly. Required Operational BMPs. ^ Clean the pool, spa, hot tub, or fountain regularly, maintain proper chlorine levels and maintain water filtration and circulation. Doing so will limit the need to drain the facility, ° Manage pH and water hardness to reduce copper pipe corrosion that can stain the facility and pollute receiving waters. ^ Before using copper algaecides, try less toxic alternatives. Only use copper algaecides if the others alternative do not work. Ask a pool/spa/hot tub/fountain maintenance service or store for help resolving persistent algae problems without using copper algaecides. ~ Develop and regularly update afacility maintenance plan that follows all discharge requirements. ° Dispose of unwanted chemicals properly. Many of them are hazardous wastes when discarded. ° Store pool chemicals under cover and inenclosed containers. .~.q~..~~ ..~.~. Disp_~~.~~.~~. If the pool or spa does not have a permanent drain connection, then water must be pumped or drained to the sanitary sewer or meet the following BMPs. There are several options for discharging pool and spa water: drain to the sanitary sewer, have it hauled offsite for disposal at an approved location, infiltrate to the ground, or drain to the stormwater drainage system under the conditions listed below. ~When asanitary sewer isnot available for discharge, pool and spa water may be discharged to the ground to infiltrate or to the stormwater drainage system if all of the following conditions are met: p » » » » Nmcopper—based a|gaeddesvveneused; The water must be tested todetermine chlorine levels and pH; The water is clechlorinated to 0.10 ppm Chlorine or less, using neutralizing chemicals or by letting the pool or spa "sit" long enough to reduce the chlorine level to the allowable limit, The pool or spa must not beused during this period; The oHisneutral (6�-8); Free of any coloration, dirt, suds, or algae. Storm water Pollution Prevention Manual -King County 93 » » » » Free oyany filter media. Free ofacid cleaning wastes. Released at rate that does not cause erosion either mnsitemr in the drainage system; and At ambient temperature. ~ Where there is no sanitary sewer and it is not possible to discharge the pool or spa water to the ground, a professional pool -draining service must be hired to collect all water for off -site disposal at an approved location. ^Diatomaceous earth (commonly used asafiltering agent)and water from backflushing filter systems cannot bedischarged tosurface waters, storm drainage systems, septic systems, orthe ground. Dispose of diatomaceous earth filter material as solid waste. ~ Donot discharge pool orspa water toaseptic system, as itisprohibited and may cause the system tofail. ^ The discharge of pool and spa filter backwash or cleaning water to the ground, surface waters orthe storm drainage system is not allowed. Tips: Hire a professional maintenance company to service your pool, hot tub or spa. For more information or assistance contact the King County S%ormmatenServices at 206-477-4811 and visit kingcounlygovIstormwater. 94 Smrmwvo,PollutionYmvevUonMomm^King Ovmy I / ` UN�����8���U����&����� onwnw,nx�mnnnnu"mn �no��n� ~ This chapter provides additional information on how to implement BMPs for certain commercial and residential ^ Catch Basin Inserts ~ Containment ^ Controlling and Collecting Contaminated Runoff ^ Covering ~ Disposal ^ Drainage Maintenance Contractors ~ (]i|/VVaterSeparator ~ Spill Response and Cleanup Plan ^ Water Quality Treatment 8W1Ps SmmwmterPollutionPrevention Momxot`King(oonty 95 INFORMATION SHEET A catch basin insert ' a device installed in a storm drain to provide water quality treatment through filtration or absorption. Catch basin inserts fit into existing catch basins and are configured to remove one mrmore mfthe following contaminants: coarse sediment, oil and grease, and litter and debris. Some units may beable toremove dissolved pollutants and pollutants associated with fine sediments. When selecting aninsert, ensure that your specific pollutant -removal needs are met. As with any treatment BMP, catch basin inserts should never be used inplace ofsource control practices. Oil and Grease Removal: Inserts designed for the removal ofoil and grease contain, and depend on, oil -absorbing media. The King County Surface Water Design Manual (SWDM) requires specific materials/media tobeused incatch basin inserts 10ensure oils are not re-released during storm flows. These inserts are appropriate for use inany area inwhich vehicles are used, maintained or stored. Because of the small storage capacity of these inserts, they are not acceptable as the sole line of defense against actual oil spills in areas where large amounts of oil could be released. Large amounts of sediment entering the catch basin significantly reduce the effectiveness and longevity of the oil absorbing media. Under these conditions, an oil/water separator with a pre -settling chamber may be more appropriate. TWO PEOPLE LIFTING INSERT Outflow to stream or stormwatei pond Sediment Removal: Inserts designed forsedinnentmennova|mnaybeusedatconstnuc0onsitesandinsituations where stockpiles or unpaved areas are likely to contribute high sediment loads. They may also be appropriate for small (low traffic) businesses. They are not considered a substitute for other source control BMPs. Debris Removal: Inserts can also be used for the removal of litter and debris, particularly leaf and tree material. Design and Maintenance Unlike most other treatment 13k4Ps,which must be designed and constructed specifically for your site, catch basin inserts may bepurchased directly from avendor and installed bvthe user. While standardized insert units are available, most vendors are able tocustomize their systems for your site. Before purchasing acatch basin insert, the following factors must beconsidered. Conveyance The conveyance capacity refers tothe amount ofwater that the insert can pass without causing flooding. This capacity isequal tothe amount of water that isable topass through the inseML'streatment area, plus the amount that can pass through the built-in overflow. Over time, the treatment area begins toclog and the total conveyance capacity isreduced. |fmaintenance isneglected orifanunusually high amount ufsediment ordebris iscaptured 6ythe insert, the treatment capacity may drop tozero and all ofthe water will have todrain through the overflow (routine inspections help prevent Tributary area (5,000 d (7,000 s.f if redevelopment project is replacing impeMous; Insert Catchbasin grate Inflow r~ --b_t material (media) (see text) fo SECTION VIEW (not to scale) The typical design ofocatch basin insert baset offilters that are specifically chosen toaddress the pollutants expected at that site (source: King County, WA, 2000) Media housing Crown of outlet pipe Outflo 96 !mmxwater Pollution Prevention Manual ` King County this prob|en).|norder tominimize the chance offlooding, the insert should function asdesigned and beable to handle flow from the area draining to the catch basin. The vendor should be able to tell you what the conveyance capacity is. Don't allow employees to poke holes in the insert to drain flooded areas. Treatment Capacity and Bypass: The treatment capacity refers to the amount of stormwater that the insert unit will pass through its treatment area. The insert unit should be sized to ensure that most ofthe water entering the drain inlet istreated even asthe treatment area starts toclog. The ability ofthe insert toremove pollutants will be reduced if water is able to seep between the storm drain grate and the edge of the pavement, Ensure that this gap issealed. The vendor should provide you with information on how toprevent this situation and information onthe treatment capacity ofthe system, Maximum Weight: The maximum weight of the insert/filter will be equal to the weight of the insert/unit when new, plus the weight of the sediment and water trapped in the unit, Under the most extreme cases, the treatment area of the insert/unit may become completely clogged, and the unit may be full of water when it comes time to service it. It is essential the maximum weight of the insert be less than what can be lifted by the people or equip- menttobeusedduringrnaintenance.8eforeorderingasystenn,qrhavingayystenncustonnizedtoyoursite'be sure the vendor knows how you will be removing the insert/unit for maintenance. Maintenance: Since the installation of one or more catch basin inserts represents a long-term commitment to maintenance, |tisimportant that the unit selected beeasy touse and maintain, and that |t|sbuilt tolast. 8e sure to have the vendor provide a complete demonstration of the product at your site, and if possible, ask to try an insert before committing toits purchase. Catch basin inserts are ineffective without adequate maintenance. Frequent inspection oftheinuer is necessary. Actual maintenance will generally consist of removing the insert from the catch basin, emptying accumulated sediments, cleaning or replacing the filter media (if applicable), and re -installing the insert. In most cases these materials may be disposed of as regular solid waste, however, media used for oil and grease removal may require special treatment. See the Disposal Information Sheet for more information. Maintenance frequency will vary depending on the site and onthe amount and type of pollutant targeted for removal. All units should beinspected every one totwo weeks during periods ofdry and complete maintenance performed whenever necessary. The simplest way to determine whether the units need maintenance is to inspect them during a rain storm and see whether water is exiting the overflow. Performance Problem Conditions When Maintenance or Replacement is Needed Results Expected When Maintenance is Performed Sediment Accumulation When sediment forms acap over the insert media ofthe insert and/or unit. Nosediment cap onthe insert media and its unit, Trash and Debris Accumulation Trash and debris accumulates oninsert unit creating ab|ockage/e/triction. Trash and debris removed from insert unitRunoff freely flows into catch basin. Media Insert Not Removing 0| Effluent water from media insert has avisible sheen. Effluent water isfree ofoils and has no visible sheen. Media Insert Water Saturated Catch basin insert issaturated with water and nolonger has the capacity toabsorb. Effluent water is free ofoils and has no visible sheen Media Insert -Oil Saturated Media oil saturated due topetroleum spill that drains into catch basin. Effluent water |sfree ofoils and has np visible sheen Media Insert Use Beyond Normal Product Life Media has been used beyond the typical average life ofmedia insert product. Effluent water isfree ufoils and has no visible sheen Smnv*vm,Pollution Prevention Manual -King County 97 King County Wastewater Division — Industrial Waste Program (206) 263-3000 www.kingcountygov/environment/wastewater/IndustrialWaste King County Business Waste Line (206) 263-8899 www.govlink.org/hazwaste/ King County Surface Water Design Manual http://www.kingcounty.gov/environment/waterandland/stormwater 98 Stormwater Pollution Prevention Manual • King County ' I' INFORMATION SHEET Containment refers to methods to prevent material from leaving or entering a specific area. Containment is an effective means for preventing uncontaminated stO[nlVVaterfrom flowing into V[onto a contaminated activity area. It is also critical for containing spills in activity areas where pollutants may be present. The term "secondary containment" means the specific requirement for all chemical liquids, fluids, petroleum products and hazardous wastes stored on -site, to be in a containment area sized to hold a volume of I 10 percent of the volume of the largest container or 10% of the volume of all the containers, whichever is greater. Secondary containment may be achieved with specially designed containment pallets, concrete curbing, Vrearthen berms, depending on the nature and amount of the material, activities on site, and site -specific conditions. ^ Use separate secondary containers for products and wastes that are incompatible, �acids and bases. ^ Make sure the construction materials and containers are compatible with products orwastes stored. Activity areas contained 6«a curb, `berm, Ordike (to prevent stormVvate[ run-on) should be covered. This will stop precipitation from ponding inside the secondary containment area. In some instances, run-on prevention can be accomplished byplacing a curb Orberm onthe Vpglope sides ofthe area. Elevating the activity orstoring materials onaplatform can also prevent stormvvaternun-on. BIG OUTDOOR TANK WITH DIKE ROOFED CONTAINMENT AREA Ifnot covered, containment areas will allow rainwater toaccumulate. Contaminated water cannot be drained from the containment area to storm drains or surface waters, orinfiltrated into the ground. The water must hecollected and disposed nf either in a sanitary sewer, a stormwater treatment system, or at a licensed decant facility. During the wet season, secondary containment without cover can lead to frequent disposal of relatively clean water that can be costly. For more detailed information oOuncovered containment areas, see the Controlling and Collecting Contaminated Runoff Information Sheet If containing stockpiles of erodible material, adike, berm, or filtering device must be placed on at least three sides to act as a barrier or filter to treat runoff and to remove suspended solids. If the containment device is three -sided, the open side should not be on the upslope or the clownslope side of the stockpile. The dike or filter can be made ofhay bales, silt fencing (filter fabric), concrete curbing, ecology blocks, compacted earth with grass planted on it, or similarly effective materials. Timbers treated with creosote or other preservatives should not be used because they can leach contaminants into runoff. All filter materials used around stockpiles nnmstbe maintained towork effectively and must be replaced when necessary (see Appendix D of the Surface Water Design Manual for other options. SIMPLE CONTAINMENT DEVICES VUNCMUERE8V . CONTAINMENT DIKE ` SmmnmterPollution Prevention Manual ^ King Wunty 99 � ' ~ SIMPLE CONTAINMENT DEVICES (UNCOVERED) For storing small items, atub orwading pool isan acceptable containment structure. Arubber orplastic wading pool may besufficient for containment ofsome stored materials that donot require much space, such as storing remodeling or painting materials, ortemporary storage ofwastes |ndrums. These small storage devices should also becovered to prevent rain from accumulating. You must also consider the type mfmaterials stored toensure adverse chemical reactions dnnot occur with the containment material. Regular maintenance of containment devices is essential for proper functioning. Commercial products are available that combine containment boxes with elevated pedestals. They prevent stormwater run-on by elevating containers of liquids off the ground and collecting spills and drips inside the pedestal box. Local SewerAgency The name and phone number is identified on your water and sewer bill. King County Wastewater Division- Industrial Waste Program (2O02B-30O www.kingcounty.gnmenvironmpntlwastewmterllndustria/Wt7ste King County Business Waste Line (20K6)263-8899 wwvxgowmk.orgynuzwmsmy King County Sto0mwater Services & Surface Water Design Manual (206)477-4811 100 SmnnwmrPollution Ymw°donwonual`King Wunty To collection tank or sewer Or INFORMATION SHEET This 8W1Papplies toactivities that cannot becovered effectively yet require a method of controlling and containing contaminated runoff. |tisparticularly suited toactivities with the potential for spills and leaks, but that otherwise donot generate excessive amounts of polluted runoff orthat are intermittent such aswashing orcleaning operations. Asump orholding tank can provide containment until the liquids can bepumped out ofthe tank and disposed ofproperly. Ifthe activity produces large amounts ofrunoff mrwastewater, this 8K;Pwill not be effective because contaminated water will overflow the sump or pass through the sump before collection and disposal are possible. Adesignated area must bepaved and sloped toa drain connected tuacentral collection point. A sump, vault, or holding tank must be installed to capture the wastewater. Some materials, such as gasoline, can react with and cause deterioration of asphalt pavement. It is preferable for the area to be paved with Portland cement concrete. If the area is already paved with asphalt, an asphalt sealant should be applied to the pavement surface. Whatever material is used, the paved surface must be free of gaps and cracks. The sump orholding tank should have alarge enough capacity tocontain the entire volume ofwastewater mr potential spill generated bvthe activity. Depending onthe circumstances, the sump nrtank can be equipped with an outflow pipe toallow discharge ofuncontaminated runoff tothe storm drainage system, along with ashutoff valve toprevent outflows inthe case ofaspill. The local sewer authority may, insome instances, allow aconnection tmthe sanitary sewer system. SUMP DRAIN Optional valve Outflow if allowed The paved activity area must also becontained tuprevent storn1vvate,run-on and runoff. Curbs, dikes, o,berms direct uncontaminated runoff away from the area sothat only the precipitation failing within the activity area is discharged (and/or treated) along with the process water. See the Containment Information Sheet for more information. The catch basin/tank/sump must have a two-way valve installed at the outflow pipe so that uncontaminated runoff can flow to the storm drainage system when the pollutant -generating activity is not occurring. The two- way valve must easily switch between discharges to the sanitary sewer, holding tank, or treatment facility, and discharges tuthe storm drainage system, When the activity is occurring, the two-way valve must be set so the polluted runoff discharges to the sanitary sewer, holding tank, or treatment system. After the pollutant -generating activity operation is finished and no more process water is generated, the area must be washed down so that the wash water discharges to the sanitary sewer, holding tank, or treatment facility. The two-way valve must be switched after clean-up is completed so that subsequent runoff is discharged to the storm drainage system until the activity resumes. It is critical this valve is always switched to the correct position, Just as contaminated stornnvvatercannot be discharged tothe storm drain system, uncontaminated stornnvvatercannot bedischarged tothe sanitary sewer. Approval for discharges with a two-way valve should be obtained from the King County Industrial Waste Program, the local sewer authority and King County Water and Land Resources Division, Water Quality Compliance Unit, If discharges to the storm drainage system or sanitary sewer are not allowed, the sump or holding tank contents must be pumped out periodically and disposed of properly. This requirement can make this BMP costly, especially during the wet season, See the Disposal Information Sheet for disposal options. To keep disposal costs down, use Swnnwmte,Pollution Prevention Manual `King (o«my 101 AREA SLOPED WITH COLLECTION oufflow If allowed PAVED AREA WITH SUMP DRAIN Pavement slope to drain Optional valve ,~ Access rain :Rgick:IN ~ OmKflumv �discharge (if allowed) a drain cover, plug, or shutoff valve in the pipe leading to the sump when the activity is not occurring. Before starting the activity (if the activity is intermittent), open the cover, plug, or valve. Constructing a sump and disposing of accumulated contents can be expensive, so businesses should consider other BMP alternatives. Your local sewer agency may charge additional fees for a sanitary sewer hookup. The fees depend on location, quantity of discharge, and whether the hookup is for a business or residence. A King County industrial waste discharge permit may also berequired. Several commercial services are available for pumping out sumps and holding tanks. Information on these services can befound onthe King County StormwaterServices vvebsiteatwwvx wmterandthe Drainage Maintenance Contractors Information Sheet. Septage hauling contractors may not be used for this type of service. Local Sewer Agency The name and phone number isidentified onyour water and sewer bill. King County Wastewater Division —Industrial Waste Program (206)477-5300 King County Business Waste Line (206)263-8899 102 Storm water Pollution Prevention xonmal-King County INFORMATION SHEET Covering potential pollutant -generating activities and materials is one of the most effective ways to prevent stormwater contamination. All of the options must be combined with a method to prevent run-on of stormwa- ter into piles and runoff of any liquids that might leave the pile. See the Containment Information Sheet for more information. The first step is reviewing what materials are stored outside and what activities are conducted outside that could cause pollutants to get on the ground. Does the activity need to be conducted outside? Does the material need to be stored outside? Is there a suitable indoor location for these activities? 1. How often does the activity occur? 2. How often is the material used? 3. Can any of the material or equipment be removed if it is no longer needed? 4. Is it feasible to tarp materials or is a permanent structure needed? Tarps Many materials, such as stockpiles of erodible materials or storage of drums, can be by covered with a heavy plastic tarp made of L` impermeable material. Weights such as bricks, tires, or sandbags must be used to anchor the cover in place. Care should be taken to ensure that the tarp covers the stored materials completely and that stormwater does not penetrate the cover. If several tarps are used to form a cover, they should be tethered together or overlapped. If necessary, pins or stakes should be used to anchor the tarps to the ground. The tarp/cover will be easier to keep in place and will last longer if some form of wind protection is used or stockpiles are located in areas protected from the wind.The tarps must be in place when the material is not being used and inspected weekly to ensure that no holes or gaps are present. Roofs & Awnings The other option for covering is a roof. The roof cover option used depends on the site layout, available space, affordability, and limitations imposed by other regulations. The area of the roof should be sufficient to keep the contents underneath dry. The storage/ activity area must be designed to prevent stormwater run-on into the covered area. Examples of various protective structures are shown below. Permanent structures may require a permit and must comply with all applicable building and fire codes. Contact the King County Department of Permitting and Environmental Review for information on permits and code requirements for a roof structure. TARP COVERING OVERHANGING AWNING Stormwater Pollution Prevention Manual • King County 103 LEAN-TOSTRUCTUNE ~ STAND-ALONE CANOPY Storage Sheds There are also numerous prefabricated storage sheds that may beeffective, Before purchasing these structures, ensure they meet applicable building and fire codes. Another option for covering iutouse anoverhanging awning large enough to prevent precipitation from reaching the contents underneath. This does not include awnings already in place over a public right—of—way such as n sidewalk in front ofastore, asthis area isnot suitable for storage or business activities. Many ofthe building permit, fire code, and zoning code requirements mentioned above apply tVthese structures. ISLAND -TYPE OVERHANGING ROOF ` Activities such as fueling operations must covered by an island —type roof. This roof is supported by columns along the center of the structure rather than at the corners, allowing vehicular traffic underneath while still providing protection from precipitation. Refer to BMP Activity Sheet A-48 for new fueling facility requirements. King County Department of Planning and Environmental Review Land Use, Fire Code, and Building Code Requirements (208)290-6600 104 Smnnwvter Pollution Prevention Manual ` King 0,nty INFORMATION SHEET All solid and liquid wastes and contaminated stormwater in King County must be disposedofproperly. There are generally five options for disposal depending on the types and quantity of materials. These options are: (1)sanitary sewer system, (2)septic system, (3)municipal solid waste disposal facilities, (4) recycling, and (5)offsite waste transportation and disposal services. C)n1inarystVrmYYater runoff is not considered to be contaminated but stormwater that is mixed with concentrated wastes requires special disposal, as discussed below. Discharge to Sanitary Sewer System Wastewater generated b»commercial and industrial processes(depending onthe nature ofthe wastewater) may be put into the sanitary sewer, subject h}approval 6mthe local sewer authority and the King County Industrial Waste Program. It may be necessary to pretreat the wastewater in order to remove pollutants. Sewer fees may be collected on such discharges. The local sewer authority and King County must be contacted prior to the installation ofany permanent connection tothe sanitary sewer. Process wastewater may be recycled on -site as an alternative to discharge to the sanitary sewer. There are numerous products on the market that are designed to recycle wash water. It is not an option to discharge stormwater to the sanitary sewer in place of implementing adequate best management practices to prevent contamination. Local SewerAgency Contact your local sewer agency for information on allowable discharges and the location of your side sewer. The name of your local sewer agency is identified on your water and sewer bill. King County Wastewater Division -Industrial Waste Program The Industrial Waste Program provides information onwhat can bedischarged tothe sanitary sewer. Industrial Waste can also assist with information regarding the rerouting of illicit storm water connections/discharges. (206)26]-]000 w/w/w/kingcnuntugoV/envirxnonentlwx/tewateCVndustria/Naste Discharge to Septic System Ifyour site is not serviced byasanitary sewer system, you probably have aseptic system. Only waste that is comparable tnresidential sewage may be disposed ofinto septic systems. Hazardous chemicals and process wastewater cannot bedisposed ofinto septic systems. Furthermore, the septic system must bedesigned to accommodate the volume of wastewater generated. Any changes in waste volume and constituency from those which existed when the system was permitted must be approved by Public Health -Seatt|e&King County. Sto[[nvvateCwhether contaminated Vrnot, may not be disposed o[|nseptic systems. Animal waste may not be disposed of in a septic system unless specifically designed for this purpose. Public Health -Seattle& King County -Wastewater Program Information regarding on -site sewage treatment systems (septic systems) is available for both property owners and septic system professionals. (206)296-4932 w/ww/kingcnuntygovyheolthserviceslheo/th»ehs/wxxtewmtecmsoxRecvc8no }mnv°oxrPollution Prevention Manual -King County 105 Municipal Disposal Facilities . Municipal solid waste disposal facilities are designed tohand|eso|idvvastes.Theydonotaccept||qu|dvvastes. Hazardous and dangerous wastes and many liquid wastes must be properly transported and disposed of at an appropriate offsite facility. Contact your local solid waste disposal facility or contact King County Solid Waste Division tofind out how todispose ofgarbage and other materials. King County Solid Waste ftision The Solid Waste Division (SWD) provides garbage transfer, disposal and recycling services for residents and businesses in all of King County, except for Seattle and Milton. SWD also provides household hazardous waste disposal options and recycling education programs for its residents. (206)477-4466 w'w/w/kingVountKgoKlsolidwmsKp-lindouoqn King County Business Waste Line The Business Waste Line answers questions from small businesses on the proper disposal of oil, antifreeze,and other hazardous wastes. The Waste Line may also be used to report complaints and hazardous waste violations, (206)263-8899 Hazardous Waste Onsite Consultation Program The OnsiUeConsultation Program provides free visits tobusinesses that request assistance with hazardous waste handling and waste reduction. Only small quantity generators of hazardous wastes (or businesses that are potentially small quantity generators) qualify for this service. 206-283-8899 wvvwxgov1ink.un1hozwoste1Smntt1e Recycling Recycling facilities are recommended for many commercial items, including used oils, used batteries, avariety of used auto parts, scrap metal, solvents, paints and other solid wastes. There are anunnberof private businesses that accept materials for recycling. There is also an Industrial Material Exchange clearinghouse which facilitates the transfer of unwanted materials from the generator to another business that can use them, King County Solid Waste Division— Thisprogramassistsbus|nessesvith recycling by: 1) providing information on waste reduction and recycling services for particular needs; 2) helping you work with your employees to promote participation; 3) offering information on buying recycled products; and 4) providing you with ongoing support toensure your program is successful. (286)477-4466 http://Your, k/ngonuntKgomtnlidwuzkelbus/nesslindexasp Industrial Materials Exchange 0MK) IMEX provides a free service helping businesses with surplus materials to find businesses that need them. Surplus or waste materials, such as solvents, paint, plastics, and wood, are exchanged. The website lists materials available and materials wanted. IMEX is a component of the Local Hazardous Waste Management Program. (286)263-8485 wwwxlhwmp.org0omelIMBIi,dex-ospm 106 Storm water Pollution ymyeotionManual ^King County Offsite Waste Transportation and Disposal Services Depending onthe nature mfthe waste, it may not bepossible todispose ofbinthe sewer O[municipal landfill. The Seattle —King CbuntyDepartnnentofPubUcHea|th'sVVaste[haractehzationProgrannserveshazardousvvaste generators inSeattle and King County. Information supplied b«the generator onquestionable wastes such as sludge, sandblast waste, treated wood, and contaminated soils |5reviewed bythe Health Department. Permits are issued for wastes that will be allowed in the garbage. The State of Washington's dangerous waste regulations aswell amother criteria are used inthe decision process. Sumps, holding tanks or other temporary storage devices may be useful for storing relatively small volumes of liquid wastes DDatemporary basis ifyou cannot discharge tna sanitary sewer o[septic system. There are commercial services that can help you identify, quantify, transport, and dispose of any waste that you may generate. They can pump out your sump or holding tank and haul the waste to authorized disposal locations. These can befound inthe yellow pages under the head|Ogs"SevverContractors and C|eaners"8Ud"TaMk Cleaning," or on the King County Stormwater Services website at wwwkingcounty.govlstormwater. Holding tanks must be pumped out or drained before the tank is full. Septic system pump out and hauling contractors may only dispose Vfdomestic sewage and cannot haul industrial wastes. Costs mfdisposal vary considerably dependingonthe types ofmaterials, quantities, methods ofcollection and transport, and whether the wastes are mixed. The rate the contractor charges will generally reflect the costs of testing and/or treating waste materials (if necessary) and the subsequent disposal. It is important to keep different types of wastes separated, so that the disposal contractors can take them to the appropriate place without causing inadvertent contamination problems elsewhere, and sVthat you are not paying too much for disposal of materials that are not contaminated (e.g. regular garbage). It is essential to be familiar with disposal alternatives and the different types of contractors for each disposal option so that all wastes are disposed of proper|y. The disposal ofvvastesistherespmnsibi|itvofthegenerator8efmreagreengtmletacmnnpanyhand|eyourvvaste itisrecommended that you check the company's references, All waste collected 6«the company should be delivered to an authorized site. Transfer of waste to a vendor does not release a generator from legal obligation for disposal toalicensed disposal facility. Generators ofwastes tobehauled off site should keep copies ofall transactions, including waste manifests and receipts. Public Health —Seattle & King County --Waste Characterization (2K06)383-8528 w/wnmkingoounty.gnvlhemlthserwues/h8m/UllehsltoxiclSokdNas taospm Washington State Department of Ecology Dangerous Waste TO information The Department ofEcology isthe source ofinformation nnbusinesses that provide dangerous waste treatment, storage, and disposal (TSC) services, and information on applicable regulations for TS[)businesses. ww/vxe(y.wo.govlpo!gronnslhwtrinunq0ewxzte.hUn/ fmno*mterPollution Prevention Manual `King (oumy 107 INFORMATION II SHEET The firms below perform drainage system cleaning and maintenance services. King County provides this list for your convenience but makes no recommendation whatsoever regarding these firms. Property owners are encouraged to obtain at least three bids for each job, check references, and inspect the work that has been done to ensure the work has been completed as per County requirements. A-1 Services, Inc. P.O. Box 84523 Seattle, WA 98134 Phone: 206-749-5700 or 1-800-343-8096 Fax: 1-800-659-3624 Acain's Parking Lot Services PO Box 1270 Maple Valley, WA 98038 425-890-1214-Troy 206-719-1509-Joey Fax: 425-392-0694 cainspw@hotmail.com Action Services PO Box 4339 Bremerton, WA 98310 Phone: 360-373-4265 or 1-800-697-1000 Fax: 360-373-9711 amy@getasc.com Advanced Environmental Solutions, Inc. 8463 South 212th St. Kent, WA 98031 Phone: 253-872-9363 or 1-800-275-3549 Fax: 253-872-0260 www.shopaes.com Apex Companies, Lk Pacific NW Regional Offices: 10220 North Nevada, Suite 70 Spokane, WA 99218 Phone: 509-922-4973 Fax:509-922-1783 www.apexcos.com Aqua Clean let—N—Vac 18912 SE 133rd Place Renton, WA 98059 Phone: 425-271-5459 or 1-800-84-CLEAN Fax: 425-227-9793 www.aquacleanjetnvac.com Best Parking Lot Cleaning, Inc. P.O. Box 159 Sumner, WA 98390 Phone: 1-888-851-2378 or 1-800-310-7406 Emergency: 253-221-1018 Fax: 253-770-0724 www. bestparkinglot.com Bodine Construction 6009 212th St. SW Lynwood, WA 98036 Phone: 425-778-2557 Emergency: 206-510-5482 Fax: 425-672-2434 www.bodineconstruction.com Bravo Environmental Services 6437 S. 144th St. Tukwila, WA 98168 Phone: 425-424-9000 Fax: 425-424-9002 www. bravoen vironmen taL com Catchall Environmental 2522 North Proctor St., Suite 370 Tacoma, WA 98406 Phone: 253 572-0989 Cell: 253 279-5110 www. catchallen vironmen taL com Ccs (Cowlitz Clean Sweep) 55 International Way Longview, WA 98632 (works in King County) Phone: 888-423-6316 Fax: 360-423-3409 www.pnecorp.com 108 StormwaterPollution Prevention Manual • King County / \ Certified (leaning Services, Inc. 2103 East 112th St. Tacoma, WA 98445 Phone: 253-536-5500 or 1-800-290-3008 Fax: 253-536-5900 www.certifiedcleaning.com Clean Harbors Environmental Services 26328 79nd Ave. South Kent, WA 98032 Phone: 253-639-4240 Fax: 253-639-4249 www.cleanharbors.com CS Drainage Systems Cleaning PO Box 46876 Seattle, WA 98146 Phone: 206-242-7280 Fax: 206-257-1529 drainagesystemsPgmail.com Davidson Macri Inc. 12020 SE 32nd St., Suite 4 Bellevue, WA 98005 Phone: 425-289-1145 or 1-866-457-9337 Fax: 425-289-1146 www.davidsonmacri.com Deangelo Brothers Inc 13122 NE David Circle Portland, OR 97230 Phone: 503-542-0906 Fax: 503-542-0908 www.dbiservices.com Drain Pro 5111 85th Ave. East, C-2 Puyallup, WA 98371 Phone: 253-255-5663 Fax: 253-926-5555 www.drainproinc.com Drain Pro Plumbing, Inc. 9620 South 242nd Court Kent, WA 98030 Phone: 253-236-5000 Fax: 253-277-0794 Emerald Services 7343 East Marginal Way South Seattle, WA 98108 Phone: 206-832-3000 or 206-832-3052 Fax: 206-832-3030 www.emeraldservices.com Environmental Quality Management 6825 216th St SW Lynnwood, WA 98036 Phone: 425-673-2900 Fax: 425-673-7511 Evergreen Sanitation Aka Coastal Environmental P.O. Box 259 Lake Stevens, WA 98258 Phone: 206-622-7070 or 1-800-433-1678 www.evergreensanitation.com Everson's Econovac P.O. Box 428 Sumner, WA 98390 Phone: 253-848-5250 Fax: 253-848-5363 www.eversons-econovac.com Fischer Plumbing 1115 NW 51ndSt. Seattle, WA 98107 Phone: 206-337-2141 Fax: 206-784-4924 www.fischerplumbing.com Guardian Industrial Services, Inc. 1813 99th St. East Tacoma, WA 98445 Phone: 253-536-0455 Fax: 253-536-3072 www.guardianindustridnet Innovac 20909 70th Ave. West Edmonds, WA 98026 Phone: 206-783-3317 or 1-800-945-4081 Fax: 206-783-9109 www.innovac.com Stormwater Pollution Prevention Manual • King County 1 09 Jim Dandy Sewer& Plumbing 1501 NW 46th St. SEATTLE WA 98107 Phone: (206) 633-1141 or (425) 454-8153 Fax: (206) 784-2095 wwwfimdandysewercom Lovell Vac & Drainage P.O. Box 3028 Federal Way, WA 98063 Phone: 253-815-0988 Fax: 253-815-0325 officecdlavellvac.com Marine Vacuum Service, Inc PO Box 24263 Seattle, WA 98124 Phone: 206-762-0240 or 1-800-540-7491 Fax: 206-763-8084 www. marinevacuum.com Marshall Brothers Vacuum Service 4004 103rd Ave. SE Lake Stevens, WA 98258 Phone: 425-377-9820 Fax: 425-377-9830 Master Vac PO Box 440 Kapowsin, WA 983454 Phone: 253-875-0074 Fax: 360-893-1091 Emergency: 253-377-3007 www.rickysstormdraincteaning.com Mcdonough & Sons, Inc. 27218 SE Kent Kangley Rd. Ravensdale, WA 98051 Phone: 425-432-1054 www.msisweep,com Northwest Cascade, Inc. P.O. Box 73399 Puyallup, WA 98373 Phone: 253-838-2359 or 1-800-562-4442 wwwnwcascade.com Northwest Natives, Inc. P.O. Box 52985 Bellevue, WA 98015 Phone: 206-271-2776 Fax: 425-222-4843 www.nwnatives.com Northwest Stormwater Management 1621 Central Ave. South Kent, WA 98032 Phone: 206-480-2072 - South End Phone: 206-851-4869 - Seattle Fax: 253-480-2073 www. n ws torm wa ter. com NRCEnvironmental Services 952010th Ave. South Suite 150 Seattle, WA 98108 Phone 1-800-337-7455 or 206-607-3000 Fax: 206-607-3001 www.nrces.com Olson Brothers Pro —Vac 6622 112th St East Puyallup, WA 98373 Phone: 253-435-4328 Fax: 253-435-5788 Cell: 253-606-4212 dean@pro-vac.com Pacific Concrete Services (PCS) 26220 79th Ave. South Kent, WA 98032 Phone: 253-856-2572 Fax: 253-859-5087 www.pcsjac.com Pipeline Video & Cleaning North 2212 Port of Tacoma Rd. Tacoma, WA 98421 Phone: 253-661-0828 Fax: 253-952-7465 110 StormwaterPollution Prevention Manual • King County Pro —Vac Clean Service 6622 112th St. East Puyallup, WA 98373 Phone: 253-435-4328 or 1-888-565-5665 Fax: 253-435-5788 www.pro-vac.com PSC Environmental Services 18000 72nd Ave. South Kent, WA 98032 Phone: 1-800-882-9785 or 425-227-0311 Emergency: 1-877-577-2669 Fax: 425-204-7164 www.pscnow.com Reliakor Services 4008 132nd Pl. NE Suite 502 Marysville, WA 98271 Phone: 425-487-6313 Fax: 425-487-6413 www.reliakor.com Rescue Rooter 175A Roy Rd. SW, Suite 101 . , Pacific, WA 98047 Phone: 253-872-6970 Fax: 253-872-2390 www.rescuerooter.com Safety Kleen 3102 B St NW Auburn, WA 98001 Phone: 253-561-8270 Fax: 253-939-5051 www.safety-kleen.com Seattle Drain Service 1820 North 48th St. Seattle, WA 98103 Phone: 206-632-8069 www.seattledrainservice.com Thermo Fluids, Inc. 14221 29th St. East, Suite 101 Sumner, WA 98390 Phone: 253-863-3310 Fax: 253-863-3490 www.thermofluids.com Tiger Construction and Excavation 12201 Avondale Rd. NE Redmond, WA 98052 Phone: 425-558-4437 Fax: 425-869-2633 david@tigerexcavation.com jillPhgerexcavation.com Ventilation Power Cleaning 3914 Leary Way NW Seattle, WA 98107 Phone: 1-800-347-3509 or 206-634-2750 Fax: 206-634-2753 www.ventilationpowercom Whirlwind Services, Inc. 6801 - 216th St SW Mountlake Terrace, WA 98043 Phone: 425-697-4373 or 1-800-800-2935 www.whirlwindservices.com SoundEarth Strategies Construction, LW 2811 Fairview Ave East, Suite 2000 Seattle, Washington 98102 Phone: 206-306-1900 Mobile: 206-462-0380 Check the King Country Stormwater website for the most current list of drainage maintenance contractors. Stormwater Pollution Prevention Manual • King County 111 �Application and Description Anoil/water separator |sadevice designed toremove oil, grease, and similar floatab|epollutants from sLo,nnvvaterrunoff. The name commonly refers toanunderground structure; however, more simple designs exist. Oil/water separators are appropriate aikocatknnsvvhene petroleum products may be difficult to control with source - control BMPs. An oil/water separator can be a tee section in acatch basin that contains spills onanernergencybasis,ora complex unit that isdesigned totreat runoff from sites. For many sites, such assmall parking lots, asimple down - turned elbow in a catchbasin will temporarily contain pollutants, sothey can b*cleaned upabefore leaving the site. |ftee sections are used mrinstalled incatch basins, other measures must beused such asoil absorbent pads or booms. On sites with greater potential for oil Spills and high concentrations ofoil and grease inrunoff, such asfleet vehicle lots, auto repair shops, orfueling stations, amore complex oil/ water separator |sneeded, Spills must always becleaned up immediately toavoid downstream contamination, There are two types ofcomplex oil/water separators commonly used insituations where oily runoff isaconcern: the American Petroleum Institute (API) separator and the coalescing plate interceptor (CP|).The API separator has the appearance mfa long septic tank and must besized relative tothe area itis treating. 8yplacing coalescing plates inthe separator, its size can besignificantly reduced while retaining the efficiency needed, Consequently, the CPI separator ismore commonly used. The savings from reducing the cost ofvault construction offset the relatively high cost ofthe plates. WL INFORMATION SHEET RUNOFF INFLOW THROUGH GRATE These oil/water separators should be used for targeted pollutant removal in high traffic areas where oil or petroleum products are a significant problem rather than as an all-purpose stormwater treatment facility. The separator will function more efficiently and require less maintenance if the amount of stormwater passing through is limited. Only runoff that has been exposed to high oil activity areas should bedirected through the oil/water separator. Avoid directing stormwater (from other areas on your site) through the separator. For information on oil/water separators that will be used as pretreatment prior to discharge to the sanitary sewer, contact your local sewer agency or King County's Industrial Waste Program within the Wastewater Treatment 112 !mnnwate,Pollution Prevention Monuol^King (ovnty Design intenance and Ma AP|and CP|oil/water separators must bedesigned and sized inaccordance with the King County Surface Water � Design Manual. Oil/water separators must be checked frequently during the wet season. These inspections must occur often enough to prevent BMP failure that allows waste products to exit the oil/water separators. Violations can be cited under King County Code 9.12. How often material should be removed depends on the amount ofpetroleum in the influent, but the separator should be cleaned at least quarterly, and particularly in the fall before the first storm ofthe wet season. |naddition, the following maintenance requirements apply: ° Remove all sediments from the unit or catch basin if greater than six inches in depth, or if within six inches of the outlet pipe. Sediments should betested and disposed o[properly. ^ Oil absorbent pads should be replaced as needed, but should always be replaced in the fall prior to the wet season, and in the spring. Collect used pads in a covered container for oil recovery and recycling by a vendor. ^ Use a vendor to clean out the oil/water separator and take any oil and residuals to an approved offsite location for disposal and/or recycling. ^ The outlet pipe ofthe separator must beblocked during cleaning operations. ~ Any standing water removed during the maintenance operation must be disposed to a sanitary sewer at a discharge location approved bythe local jurisdiction. Local SewerAgency The name and phone number is identified on your water and sewer bill. King County Wastewater Division - Industrial Waste Program (206)263-3000 King County Business Waste Line (2Y36)263-8899 tel King County Surface Water Design Manual SmmxwaterPallutiooPrevention Manual `King(oomy 113 INFORMATION 11 SHEET It is critical to have your employees trained, and have a plan and supplies in place to address spills that might occur on or near your properly. A spill plan identifies the materials of concern and outlines the steps to be taken when responding to a spill. Plans are customized to each site and can be prepared in—house or by consultants. A template for a sample spill plan follows.There are numerous resources and templates for spill prevention and clean—up plans that can be found online. The nature of the business, the type and amount of liquid materials transferred and stored on site, and the poten- tial for spills will dictate the scope and detail of a spill plan. It is critical that the plan be kept up to date to reflect personnel and procedural changes and to have a regular, ongoing review of the plan by all affected employees. Spill plans should include the following elements: • Identification of materials of concern • Spill prevention methods (If you don't have a site pollution prevention plan) • Likely areas for spill or Teaks to occur • Site plan that identifies the locations of liquid material storage and spill control equipment • Spill control techniques • Evacuation procedures (if necessary) • Cleanup procedures • Designated responsible employees • Spill reporting protocols • Emergency contact numbers Even if unsure whether a spill) presents a threat to human health, welfare, or the environment, go ahead and report it. This will ensure that you have complied with state and federal spill reporting laws. The sooner the agencies know about an incident, the quicker they can deploy resources and assistance to reduce damage to the environment and protect natural resources. 114 Stormwater Pollution Prevention Manual • King County SPLi RESPONSE AND CLEANUP Company Name PLAN Date Site Address Runoff Drains to FACILITY ACTIVITIES (Check all that apply) U Fueling & fuel transfer Li Outdoor manufacturing L) Outside drum or container storage LI Vehicle, equipment & building washing U Loading/unloading of products U Landscape construction/maintenance Li Outside storage of uncovered materials U Other: LIQUIDS STORED ONSITE (Check all that apply) Food Preparation/Waste Li Cooking Oil Li Grease U Other liquids Acids, Bases,Chemicals CJ Acid Li Ammonia i] Caustic, base, lye Li Photographic chemicals Other U Fertillizers U Inks, dyes LI Other liquids U Pesticides, herbicides Food Preparation/Waste Li Cooking Oil 0 Grease Li Other liquids Acids, Bases,Chemicals Lj Acid U Ammonia 0 Caustic, base, lye Li Photographic chemicals Other D Fertilizers Li Inks, dyes 1:1 Other liquids 0 Pesticides, herbicides Stormwater Pollution Prevention Manual • King County 115 SPILL RESPONSE AND CLEANUP PLAN, CONTINUED CONTACTS Title Name Phone Numbers Site Manager Environmental Officer Onsite Spill Cleanup Coordinator Backup Spill Cleanup Coordinator Business Owner Cleanup Contractor Potential Spill Areas (list all locations) Spill Material & Spill Kit Locations (list all locations) Attach a Site Plan 116 Stormwater Pollution Prevention Manual • King County ADDITIONAL INFORMATION Provide a description of any additional emergency cleanup and disposal procedures not listed above that you will use at your site, or any other special conditions that exist: Stormwater Pollution Prevention Manual • King County 117 SPILL RESPONSE AND CLEANUP PLAN, CONTINUED - SPILL REPORTING Stop, contain, and clean up the chemical spill if: ^ The spilled chemical and its hazardous properties have been identified; ^ The spill issmall and easily contained; and • The responder is aware of the chemical's hazardous properties. Spill clean up ^ Alert the manager/owner ofproperty where the spill has occurred. ^ Obtain personal protective equipment, asappropriate tnthe hazards. Refer hzthe Material Safety Data Sheet orother references for information. ~ Stop the source ofthe spill (upright container, plug leak, etc.). ^ Seal off storm drains with berms or drain covers and stop any spread of the spill. ~ Protect floor drains or other means for environmental release. Spill socks and absorbents may be placed around drains, asneeded. ~ Use pads and/or granular sorbent to clean up spilled material. Loose spill -control material should be distributed over the entire spill area, working from the outside, circling to the inside. When spilled materials have been absorbed, use brush and scoop to place materials in an appropriate container. ~ Let pads sit onspill toabsorb spilled material. ^ Remove spent pads and/or sorbentand dispose ofproperly. If aspill oK release cannot be controlled orinjuries have occurred due to the release the following procedures should be implemented: ° Summon help uralert others ofthe release; ^ Evacuate the immediate area and provide care tothe injured -CaUBll; ~ If potential fire or explosion hazards exist, initiate evacuation procedures - Call 911; ~ Respond defensively toany uncontrolled spills: ~ Use appropriate personal protective equipment when responding to any spill; ~ Attempt toshut off the source ofthe release (if safe todosc); ~ Eliminate sources ofignition (if safe todoso); ~ Protect drains bvuse ofadsorbent, booms ordrain covers (if safe todmsm). ^ Notify the onsiteemergency contacts; ^ Notify other trained staff and/or emergency response contractors to assist with the spill response and cleanup activities; ~ Beprepared to provide kASDS information hothe fire department, EMT, hospital or physician; ^ Notify the appropriate agency if a release has entered the environment. Refer to the Spill Reporting Table for reporting thresholds. 118 }mnn.nter Pollution Prevention Manual ^King County SPILL RESPONSE AND CLEANUP PLAN, CONTINUED SPILL REPORTING A spill of hazardous material, oil, or other substance, unless there is no chance it will leak out of the building, get into a storm or sewer drain or endanger people. Ecology Northwest Regional Office: (425) 649-7000 Immediately, but no later than 24-hours after obtaining the knowledge. A spill or discharge which could constitute a threat to human health, welfare, or the environment. Ecology Northwest Regional Office: (425) 649-7000 AND 911 Immediately, but no later than 24-hours after obtaining the knowledge. A spill or discharge of oil or hazardous substances which presents a threat to human or health, welfare, or the environment. National Response Center: (800) 424-8802 AND Washington Emergency Management Division: 1-800-258-5990 OR 1-800-0ILS911 AND Ecology Northwest Regional Office: (425) 649-7000 AND 911 Immediately A spill or discharge which might cause bacterial contamination of shellfish. WA State Department of Health: (360) 236-3330 AND Ecology Northwest Regional Office: (425) 649-7000 Immediately All spills to the storm drain system, including catch basins and drainage ditches, as well as streams, lakes, etc. King County Stormwater Services: (206) 477-4811 Immediately To the best of your ability, please be ready with the following information: • Where is the spill? • What spilled? • How much spilled? • How concentrated is the spilled material? • Who spilled the material? Is anyone cleaning up the spill? • Are there resource damages (e.g. dead fish or oiled birds)? • Who is reporting the spill? • How can we get back to you? Stormwater Pollution Prevention Manual • King County 119 INFORMATION SHEET Water quality treatment 0NPoptions may berequired ifoperational orbasic structural source controls dVnot adequately address pollutant discharges from your site. Source control BMPs, as presented in Chapter Three,must always be implemented before treatment BMPs are considered. The following information describes some basics of water quality treatment |0des.Design and construction details can be found in the King County Surface Water Design Manual (which contains relevant information for the treatment BMPs discussed). A private vendor specializing in the treatment system or an engineering consultant can aVso provide information on treatment systems. All of these systems require regular inspection and maintenance inorder tofunction properly. Businesses and agencies are allowed to select a treatment BMP other than those presented in this manual if they follow the adjustment process as outlined in the King County Surface Water Design Manual and obtain approval from the King County Water Quality Compliance Unit. Table 5.2 presents a brief description of some typical water quality treatment BMPs. Table 5.3 presents water quality treatment BMPs for removing specified pollutants. One treatment BMP usually cannot treat all pollutant problems. Each BMP is designed for a specific purpose and is capable of removing only specified pollutants. If you decide to install a water quality treatment BMP, always ensure that it is removing the pollutant of concern from your site runoff. 120 Storm ,nter Pollution Prevention Manual -King County �������� ����� ������� ..~~~~~~~ .....~..�~..~... ..~~..~~�... �~~.~ Treatment BMP Brief Description K����N� --r---- An underground |k/des|gnedbonenmoveoi|andgreae� '--� ~'�~^'~~` Also will remove Moatable and some settleable solids. Catch Basin Insert Afiltering device that isinstaU� edw�thinandstingcatchbasinand uses various So[bentmaterials and settling space tocollect pollutants. Catch Basin Sump ---� Adevice�irni|artocatch�asininsert� only larger and placed ' underground. Leaf Compost ���� Afiltering device that isinstalled above mrbelovvground and uses leaf compost tVremove pollutants from stornnwate[ Wet Pond��������Wet —Wetland, Vault Awet pond isastmrmwaterpond that retains apermanent pool of water. wetland vvetpond, but sha||mxver and supporting wetland vegetation inlarge areas. Awet vault is an underground, covered, engineered structure that retains apermanent pool ofwater. ���������'—������� '-�---m� Swale and Filter��� --'� A biofi|tration svva|e is long, gently sloped ditch or depression Designed totreat vvaterasitpasses through the vegetationGrass is � ' the mnostconnrnonvegetation.Afilter strip ioagrass amea wider than biofi|tem'also with gentle slopes. Water usually enters assheet flow from the adjacent pavement. Sand Filter Astructure placed |nthe landscape, with grass grown ontop, or|n vaults. Stornnvxaterpasses through the sand allowing particulate pollutants tobe filtered out. Infiltration Anormally dry basin which temporarily stores stornnvvateruntil it soaks through the bottom and sides ofthe basin, and infiltrates into surrounding soil. Chemical Treatment See the King County Design Manual for allowable chemical treatment inc|VdingchihJsan and alum and CO2 sparging. Smnnwoter Pollution Prevention Manual ^King (oumy 121 TABUE5.3 APPROPRIATE USES FOR WATER QUALITY TREATMENT BMPs; ` Pollutants To Remove Appropriate Treatment BMPs 0Q16rease Sources: vehicle and equipment areas, industrial areas, food preparation Oil/water separators; catch basin inserts; catch basin uurno/ vault filters, leaf compost filters. Sediments/Solids Sources: sand/gravel storage, construction sites, unpaved areas, agriculture/livestock uses For coarse sediments - wet pond/vau|t;constructed wetland (with forebay);vegetated biofi|ter;sand filter; catch basin insert; catch basin sump/vault filters; leaf compost filters. For fine sediments - wet pond/vau|t;constructed wetland (with fwrebay);vegetated biofi|ter;sand filter. Also see catch basin sump/vault filters, chemical treatment. Phosphorus Compounds Sources: detergents/deaneru,fertilizers, organic matter, animal wastes For particulate phosphorus - wet pond/vau|t;constructed wetland (with fonebay);vegetated biofi|ter;sand filter. |f dissolved phosphorus must also beremoved -alarge "oversized"wet pond orsand filter. Nitrogen Compounds Sources: fertilizers, animal wastes, organic matter Forpardcu|atenitrate-vvet pond/vau|t;constructed wetland (with forebay);vegetated bimfi|ter;sand filter. For dissolved nitrate-cnnstructedvvet|and. Metals Sources: industrial areas, vehicle and equipment areas, paints, pesticides For particulate metals - wet pond/vau|t;constructed wetland (with sediment forebmy);vegetated bimM|tcr;sand filter. For dissolved metals - leaf compost filter orconstructed wetland. Fecal Co0form8aoteriv Sources: animal wastes; fertilizers There isnotreatment 8KAPthat can reliably reduce fecal co|ifnrrnbacteria toacceptable levels. Some studies have shown constructed wetlands provide some benefit. pH Sources: metal plating, printing/graphic industries, cement/concrete production, cleaners Aconstructed wetland can neutralize some ranges o{pH. BOD and Trace Organics Sources: organic debris, food wastes, some chemical wastes For particulate BOD-see "particulate nitrate" above. For dissolved B{}D-Aconstructed wetland will remove some dissolved 8[>D and trace organics; more reliable performance requires activated carbon. 122 Smrmwmter Pollution Prevention »onmal-King (oumy l[��&&N�U�~�U ���U��[�N��� n��nonno�nn�nn��o�o«nnn�� There is a variety of local and regional programs as well as state and federal agencies that can offertechnical assistance in selecting and implementing DK4Ps. Many local governments as well as private sector associations are available to provide suggestions and guidance regarding the most effective and appropriate measures totake in order to protect King County's valuable water resources. This section provides names, contact information, and brief descriptions ufseveral sources ofinformation and assistance available tothe businesses and residents of unincorporated King County. In addition to the personal assistance offered by many organizations and programs, there is also a broad range of written materials available to help businesses and residents select, design, and understand applicable BMPs for water quality protection, This section provides information that can help in the formation of pollution prevention strategies to protect King CVunty's water quality. GENERAUBMP SE8E(TUO&& King (ountyWater and Land Resources Division The Water and Land Resources Division has water quality engineers available toprovide free on -site consulta- tions For information, ortorequest anon-site consultation, contact: King County Water and Land Resources Division J01South Jackson, Suite 600 Seattle, WA 98104 (208)477-4811 wwwkingcountygovIstormwater Stormwater Management Manual for Western Washington Volume IV The Department ofEcology developed this manual asamodel for local governments. It contains requirements for stormwater management system design, erosion control, and urban best management practices. Volume IV discusses source control. Toobtain acopy nfthe manual, gnto: h wm.go blicoti/n-51sumn,m /2/0038htnr Trade/Business Associations Local trade or business associations can be valuable sources of information for specific BMP applications on a business property. Many trade and business associations have developed pollution prevention information for the benefit oftheir members that isunique totheir specific types ofoperations, Contact the appropriate trade or business association to obtain information, BKAP assistance, and help in locating other businesses that are working out similar problems. Smnv°oterPollution Prevention Manual -King County 123 SANITARY SEWER AND SEPTIC SYSTEMS RESOURCES ^ Local Sewer Agency Contact your local sewer agency for information onallowable discharges and location ofyour side sewer. The name of your local sewer agency is identified on your water and sewer bill. Public Health Seattle King County— Wastewater Program Information and regulation mnon-site sewage treatment systems (septic systems) are available for both property owners and on -site system professionals. EastgoteEnvironmental Health Services l4]5OSEEastgateWay Bellevue, VVA98OO7 (200)296-4932 w/vvvxk/ng87untygnvlhemlt\sprvices/heolth/ehsl\vostewmtcr.Uspm King County Wastewater Division_Industrial Wa«te Program The Industrial Waste Program provides information on what can be discharged to the sanitary sewer. Industrial Waste can also assist with inf. ormation for rerouting illicit storm sewer connections to the sanitary sewer. King County Industrial Waste 20lSJackson St, Suite 5OO Seattle, VVA98l09-1058 (208)477-5300 WASTE MANAGEMENT AND RECYCLING King County Solid Waste Division The Solid Waste Division (SWD) provides garbage transfer, disposal and recycling services for residentsand businesses in all of King County, except for Seattle and Milton. SWD also provides household hazardous waste disposal options and recycling education programs for its residents, General information: (2O8)477-4466 your. kin9coun ty.govlsolidwwelindex. asp King County Business Waste Line The Business Waste Line answers questions from small businesses about hazardous waste. The Waste Line may also be used to report complaints and hazardous waste violations. Business Waste Line: (2O6)36]-8899 124 SmrmomterPollutiovPrevention Manual -King Ovnt, Hazardous Waste On«ite Consultation 0N The OnsiteConsultation Program provides free visits tobusinesses that request assistance with hazardous waste handling and waste reduction. Only small quantity waste generators or businesses that are potential small quantity waste generators qualify for this service. Seattle/King County Hazardous Waste Management Program l3ONickerson Street, Suite 1OO Seattle, VVA90lQ9 200-283-8899 wwwhozwosAehpkzVrglBHWlindex.aspx The Household Hazards Line (Household Hazardous Waste) This telephone hot line provides hazardous waste information and referrals to the general public. (Businesses should call the Business Waste Line, also listed in this Reference Guide.) The Hazards Line tells citizens where to dispose of their hazardous waste and suggests less hazardous alternatives. It also provides operations times and locations for household disposal sites for King County and the City of Seattle. Hazards Line: (2O8)398-4092 King County Solid Waste Division — Workplace Recycling Program This program assists businesses with recycling by: 1) providing information on waste reduction and recycling services for particular needs; 2) helping you work with your employees to promote participation; 3) offering information on buying recycled products; and 4) providing you with ongoing support to ensure your program is successful. Workplace Recycling King County Solid Waste Division 201 SJackson St#7Ol Seattle, WA98l04 (206)477-4486 your, k/ngcountuyomlso8dwaste/hus/nesslindex.vqn Seattle _0iKg County Department of Public Health Waste Characterization This program serves businesses inSeattle andKJngCbuntythathavequestnnab|evvastessuchasdudge,sand- b|ustvvaste treated wood, and contaminated soils. Waste characterization staff assists generators with profiling their waste and determining if the waste can be disposed of in the garbage. For some wastes staff will be able to provide other options such as treatment, recycling or reuse. The Health Department issues authorizations for proper disposal. King County Department ofPublic Health Waste Characterization (206)263-8528 w/w/wxkinomnuntK4ovlheulthservkeslheulth/ehutzxic/Su&dWastcmspx Storm water Pollution Prevention Manual -King (ounty 125 Industrial Materials Exchange (IMEX) IMEX provides a free service helping businesses that have surplus materials find businesses that need them. Surplus or waste materials, such as solvents, paint, plastics, and wood, are exchanged. The website lists materials available and materials wanted. IMEX is a component of the Local Hazardous Waste Program. |MEX l3ONickerson St,Suite lOO Seattle, VVA98109-1658 (208)383-8485 Washington State of --_-_'�_--_-'---�_'_-_—_-__g^ The Department of Ecology has extensive information on managing and reducing waste, hazardous waste and toncsreduction, and pollution prevention. wwweq/wogov/wmste.htn/ w/w/w/eq/wm.govlp/nyn7ms0w/tVYndex.hkn/ vvwwxeq/wm.ynv/breen.htn/ Washington State Department of Ecology Dangerous Waste TO information The Department mfEcology is the source ofinformation onbusinesses that provide dangerous waste treatment, storage, and disposal (TSD) services, and information on applicable regulations for TSD businesses. www.ecy.wo.govlprogramslhwtrlmanagewaste.htmI` Washington Toxics Coalition The Washington Toxics Coalition is a nonprofit organization dedicated to providing information on reducing the use and production of toxic materials. The Coalition offers fact sheets, research materials, and personal assistance toindividuals interested inreducing toxics(such aspesticides, solvents, cleaning chemicals, and avariety mfother chemicals) and finding safer alternatives totoxic materials. Washington ToxicsCoalition 4SlOUniversity Way NE Seattle, N6A98l85 (208)632-1546 ` 126 Storm water Pollution Prevention Manual -King Ovnty . U������ �K���K0�� �����UU�U��������K0�U��&8���� ~^-^~ ~~~v ^^^^~ ~~~~v^^^`~ �~^~�^"^� ~~~~ ~~�~^^.~~~�.."~ Ki»�C���t� �f Planning ��d E��iK�� ~ ' . mental Review The Department of Planning and Environmental Review (DPER) should be consulted to determine whether any permits may be required in constructing BMPs, modifying property layout, or otherwise altering a site to control runoff contamination. If permit requirements are overlooked or ignored, business or property owners may be subject to fines. DPER should becontacted while plans are being formed for 8K4Ps,amd before any action is taken, todetermine permit applicability and potential fees. King County OPER 35030SEDouglas 5t,Suite JlO 5noqua|nmie,VVA98O6S-9J66 (200)290-6000 �ix� Fire ` ��.n*��U ~~^~�~~=^"~n ^�~~~~^~~~= Questions onspecific fire code requirements for individual site conditions and potential BMP scenarios can be directed to the King County Fire Marshal's office. King County Fire Marshal 35O505EDouglas 5t,Ste. 210 Snoqua|rnie,VVA98U65-9266 (206)298-6600 wwwkingcountygovlfire King County Critical Area Ordinance User's Manual King County has enacted a Critical Areas Ordinance (CAO) to define and protect certain land and water features throughout the county. The Environmental Education Section of King County's Department of Planning and Environmental'Review (DPER) prepared a CAO User's Manual that serves as a reference for the CAO in an easy -to - understand format. The CAO User's Manual can help determine special considerations that may be necessary for implementation of8K8Pswithin ornear adesignated sensitive area. To obtain a copy of the manual, go to: EROSION CONTROL PRACTICES King County Surface Water Design Manual This manual contains the requirements and standards for designing surface and stormwater management systems in King County. It also includes chapter on erosion and sediment control requirements for permitted s/res. Toobtain acopy mfthe manual, goto: www. kingcounty.gomen vironmen t1water-ond-kmdIstormwater. aspx }mnnwmerPollution Prevention Manual -King (ovnty 127 f^° 0N���`��t�� KU -__---_'-'--'-�____.-----'_' --__-'--_--'�_--___--- The Department of Ecology developed this manual asamodel for local governments. |tcontains requirements for stormwater management system design, erosion control, and urban bestmanagement practices. Volume U discusses erosion and sediment control. Toobtain acopy nfthe manual, goto: https.-Ilfortress.wo.govlecylpublicotionsldocumentsII210030.pdf Master Builders Association of King and Snohomish Counties This is a business association primarily for residential construction companies. Members have experience in applying erosion and sediment control BMPs on both small and large sites. The association can provide references on erosion and sediment control products for use on construction sites as well as material suppliers who carry erosion and sediment control products. Master Builders Association ofKing and Snohomish Counties 335ll8thAve SE Bellevue, VVA980U4 (425)451-7930 wwvxmbo-ks.mm/ Associated General Contractors This association provides information and training on erosion and sediment control for contractors and field staff. The Association also provides resources in the areas of waste cl�sposal and erosion/sediment control. It provides information on recommended water quality protection methods for contractors who maintain equipment yards or are involved in building construction or site preparation activities, such as clearing and grading. Associated General Contractors 130OWestlake Avenue North, Suite 3l0 Seattle, VVA981U9 (206)284-4500 w'w/w/uyrwm.com/ AIR QUALITY Puget Sound (lean Air Agency The Puget Sound Clean Air Agency isthe primary entity responsible for regulating air pollution from business and industrial activities in King, Kitsap, Pierce and Snohomish counties. The agency issues air operating permits. 1904Third Avenue - Suite 1OS Seattle, VVA98l0l (206)343-8800 128 SmmxwaterPollution Prevention Manual 'King County ���yU���0U����U K�����U���U��� . ~�~...~...~~.....~-~.~.....~....~..~ ^ ` Environmental Coalition of South Seattle ( ECOSS is a nonprofit organization that encourages urban redevelopment and a healthy environment by providing education, resources and technical assistance to diverse businesses and communities in the Puget Sound region. ECOSS helps business with environmentally sustainable practices. 8201 1OthAve S,#] Seattle, WA 98108 (208)767-0432 wwwxemss.org Pacific Northwest Pollution Prevention Resource Center The Pacific Northwest Pollution Prevention Resource Center (PPRC) is a nonprofit organization that provides pollution prevention information to business, government, non -government organizations, and other sectors. 2101 Fourth Ave, Suhel0QO Seattle, Washington 9R1Jl (200)352-2050 ����������� -_�------'_-__'___.- PuuetSound5tadsHereisapartnemhipofdties,counties,stateandfedera|agencies,nonorofitgnmups,and local organizations dedicated to improving water quality and aquatic habitat in the Puget Sound region. Visit the website to find out how you can protect Puget Sound as a resident. }mnnxater Pollution Prevention Momual`King County 129 QUICK PHONE REFERENCE Environmental Coalition of South Seattle (206) 767-0432 Associated General Contractors (206) 284-4500 King Conservation District (425) 282-1900 King County Department of Permitting and Environmental Review (206) 296-6600 King County Fire Marshall (206) 296-6600 King County Industrial Waste Program (206) 477-5300 King County Local Hazardous Waste Program (206) 263-3050 King County Solid Waste Division (206) 477-4466 King County Stormwater Services (206) 477-4811 Master Builders Association of King and Snohomish Counties (425) 451-7920 Pacific Northwest Pollution Prevention Research Center (206) 352-2050 Puget Sound Clean Air (206) 343-8800 Seattle -King County Health Department Business Waste Line (206) 263-8899 Hazards Line (for households) (206) 296-4692 Industrial Materials Exchange (IMEX) (206) 296-4899 Wastewater Program (septic systems) (206) 296-4932 Waste Characterization (206) 296-4692 Washington State Department of Ecology Northwest Regional Office (Bellevue) (425) 649-7000 Reporting of Spills (425) 649-7000 Waste reduction and recycling 1-800-RECYCLE Washington Toxics Coalition (206) 632-1545 130 Storm water Pollution Prevention Manual • King County KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL, APPENDIX A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WATER QUALITY FACILITIES This appendix contains the maintenance requirements for the following typical stormwater control and water quality facilities and components (ctrl/clickli. to Ibllow the link): .t No. 1 — Detention Ponds (p. A-2) k No. 2 — Infiltration Facilities (p. A-3) O No. 3 — Detention Tanks arid Vaults (p. A-5) O No. 4 — Control Structure/Flow Restrictor (p. A-7) k No. 5 — Catch Basins and Manholes (p. A-9) O No, 6 — Conveyance Pipes and Ditches (p. A-11) k No. 7 — Debris Barriers (e.g., Trash Racks) (p. A-12) k No. 8 — Energy Dissipaters (p. A- 13) O No. 9 — Fencing (p. A-14) O No. 10 — Gates/Bollards/Access Barriers (p. A-15) O No. 11 — Grounds (Landscaping) (p. A-16) . No. 12 — Access Roads (p. A -I 7) O No. 13 — Basic Bioswale (grass) (p. A-18) k No. 14 — Wet Bioswale (p. A-19) O No. 15 — Filter Strip (p. A-20) O No. 16 — Wetpond (p. A-21) k No. 17 — Wetvault (p. A-23) •0 No. 18 — Stormwater Wetland (p. A-24) 0 No. 19 — Sand Filter Pond (p. A-26) k No. 20 — Sand Filter Vault (p. A-28) . No. 21 — Stormfilter (Cartridge Type) (p. A-30) O No. 22 — Baffle Oil/Water Separator (p. A-32) k No. 23 — Coalescing Plate Oil/Water Separator (p. A-33) k No. 24 — Catch Basin Insert (p. A-34) k No. 25 — Drywell BMP (p. A-35) O No. 26 — Gravel Filled Infiltration Trench BMP (p. A-35) k No. 27 — Gravel Filled Dispersion Trench BMP (p. A-36) 0. No. 28 — Native Vegetated Surface / Native Vegetated Landscape BMP (p, A-37) O No. 29 — Perforated Pipe Connections BMP (p. A-37) O No. 30 -- Permeable Pavement BMP (p. A-38) O No. 31 -- Bioretention BMP (p. A-39) .E No. 32— RainWater Harvesting BMP (p. A- 40) 0. No. 33 -- Rock Pad BMP (p. A-40) O No. 34 --Sheet Flow BMP (p. A-40) • No. 35 —Splash Block BMP (p. A-41) O No. 36 Vegetated Roof BMP (p. A-42) 2016 Surface Water Design Manual — Appendix A 4/24/2016 A-1 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQFACILITIES NO. 1_DETENTION PONDS Maintenance Component Defect v,Problem Conditions When Maintenance |nNeeded Results Expected When Maintenance |sPerformed Site Trash and debris Any trash and debris which exceed 1cubic foot per 1'VVVsquare feet (this iaabout equal tvthe amount pftrash hwould take tofill upone standard size office garbagecmn). In general, there should bonuvisual evidence nfdumping. Trash and debris cleared from site. Noxious weeds Any noxious v,nuisance vegetation which may constitute hazard mCouintypersonnel orthe public. Noxious and nuisance vegetation removed according mapplicable regulations. Nodanger vfnoxious vegetation where County personnel o,the public might normally be. Contaminants and pollution Any evidence ofcontaminants o,pollution such aaoil, gasoline, concrete slurries orpaint, Materials removed and disposed mv according toapplicable regulations. Source control 8MPoimplemented i, appropriate. No contaminants present other than usurface oil film. Gnosu/gmvn000ve, Grass vrgnovngnove,exceeds 1Vinches in height. Grass o,gppundcuvo,mowed tna height nogreater than 6inches. Top v,Side Slopes ofDam, Berm o, Embankment Rodent holes Any evidence ofrodent holes if facility ioacting as dam orberm, o,any evidence o(water piping through dam nrberm via rodent holes. Rodents removed ordestroyed and dam o,berm repaired. Tree growth Tree growth threatens integrity oYslopes, does not allow maintenance access, vrinterferes with maintenance activity. |, trees are not * threat v, not interfering with access o,maintenance, they uonot need toberemoved. Trees dvnot hinder facility performance o,maintenance activities. Erosion Eroded damage over 2inches deep where cause of damage iostill present or where there is potential for continued erosion, Any erosion observed u"a compacted slope, Slopes stabilized using appropriate erosion control measures. If erosion iuoccurring oncompacted slope, v licensed civil engineer should be consulted tpresolve source of erosion, Settlement Any part nfodam, berm u,embankment that has settled 4inches lower than the design elevation, Top n,side slope restored todesign dimensions. |fsettlement io significant, alicensed civil engineer should beconsulted mdetermine the cause ofthe settlement. Storage Area Sediment accumulation Accumulated sediment that exceeds 1OY6o,the designed pond depth. Sediment cleaned out todesigned pond shape and depth; pond reseeded ifnecessary mcontrol erosion. Liner damaged (If Applicable) Liner isvisible n,pond does not hold water ao designed. Liner repaired vrreplaced. m|avovua^pipv. Sediment uoovmv|aUnn Sediment filling o0Y6urmore n(the pipe. Inlet/outlet pipes clear ofsediment. Trash and debris Trash and debris accumulated inin|eVovdot pipes (includes nmotamuvand opn-flvatamav). wutrash vrdebris mpipes. Damaged Cracks wider than yHncho,the joint mthe inlet/outlet pipes o,any evidence n,soil entering atthe joints vfthe inlet/outlet pipes, Nocracks more than %-inchwide ux the joint v,the inlet/outlet pipe, Emergency Overflow/Spillway Tree growth Tree growth impedes flow o,threatens stability of spiUway� Trees removed. Rock missing Only one layer mxrock exists above native soil in area five square feet nrlarger vrany exposure or native soil on the spillway. Spillway restored mdesign standards. 4/24/2016 2O|0Surface Water Design Manual —&ypmndix& APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, ANDWQ FACILITIES NO. 2-INFILTRATION FACILITIES Maintenance Component Defect o,Problem Conditions When Maintenance mNeeded Results Expected When Maintenance |sPerformed Site Trash and debris Any trash and debris which exceed 1cubic foot per 1.0OVsquare feet (this is about equal mthe amount oftrash itwould take tofill upone standard size office garbage can). In general, there should benovisual evidence ofdumping. Trash and debris cleared from site, Noxious weeds Any noxious ornuisance vegetation which may constitute ahazard tuCounty personnel orthe public. Noxious and nuisance vegetation removed according toapplicable mgu|mdnno. modanger ofnoxious vegetation where County personnel o,the public might normally be. Contaminants and pollution Any evidence ofcontaminants orpollution such aaoil, gasoline, concrete slurries urpaint. Materials removed and disposed of according tuapplicable regulations. Source control 8MPnimplemented if appropriate. No contaminants present other than usurface oil film. Grass/gnounU:ove, Grass nrVmundcpverexceeds 18inches in height, Grass o,gmvndcovermowed tno height nngreater than 8inches. Infiltration Pond, Top o,Side Slopes ofDam, Berm o, Embankment Rodent holes Any evidence ofrodent holes i,facility ioacting aoodam o,berm, o,any evidence ofwater piping through dam o,berm via rodent holes. Rodents removed n,destroyed and dam u,berm repaired. Tree growth Tree growth threatens integrity o dams, berms nrslopes, does not allow maintenance access, o,interferes with maintenance activity. If trees are not athreat ,odam, berm, v,embankment integrity urnot interfering with access or maintenance, they donot need toheremoved. Trees Unnot hinder facility performance ormaintenance activities. Erosion Eroded damage over 2inches deep where cause oxdamage ixstill present orwhere there io potential for continued erosion. Any erosion observed vnacompacted slope. Slopes stabilized using appropriate erosion control measures. If erosion inoccurring uncompacted slope, u licensed civil engineer should ho consulted \oresolve source of omo|vn. Oen|omem Any part ofadam, berm o,embankment that has settled 4inches lower than the design o|w"aUnn, Top urside slope restored todesign dimensions. |fsettlement is significant, alicensed civil engineer should beconsulted mdetermine the cause cKthe settlement. Infiltration Pond, Tank, Vault, Trench, o,Small Basin Storage Area Sediment accumulation |ftwo inches v,more sediment ispresent v,a percolation test indicates facility is working oto, less than 9O%ofdesign. Facility infiltrates asdesigned. Liner damaged (If Applicable) Liner isvisible o,pond does not hold water ao designed. Liner repaired o,replaced. Infiltration Tank Structure Plugged air vent Any blockage o[the vent. Tank o,vault freely vents. Tank bent out uv shape Any part of is bent out vfshape more than 10%mits design shape. Tank repaired v,replaced mdesign, Gaps between sections, damaged joints orcmcksn, tears inwall Agap wider than DAnohathe joint ofany tank sections urany evidence oxsoil particles entering the tank auojoint o,through awall. Nowater o,soil entering tank through joints o,walls- Infiltration Vault Structure Damage to wall, frame, boxom, and/or top slab Cracks wider than >-inch.any evidence ofsoil entering the structure through cracks v,qualified inspection personnel determines that the vault is not structurally sound. Vault iosealed and structurally sound, 2O|hSurface Water Design Manual — Appendix x 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 2 - INFILTRATION FACILITIES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than 1/2-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than 1/4-inch wide at the joint of the inlet/outlet pipe, Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Coverffid difficult to remove One maintenance person cannot remove cover/lid after applying 80 Ibs of lift, Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment, Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Infiltration Pond, Tank, Vault, Trench, or Small Basin Filter Bags Plugged Filter bag more than 1/2 full. Replace filter bag or redesign system, Infiltration Pond, Tank, Vault, Trench, or Small Basin Pre - settling Ponds and Vaults Sediment accumulation 6" or more of sediment has accumulated. Pre -settling occurs as designed Infiltration Pond, Rock Filter Plugged High water level on upstream side of filter remains for extended period of time or little or no water flows through filter during heavy rain storms. Rock filter replaced evaluate need for filter and remove if not necessary. Infiltration Pond Emergency Overflow Spillway Rock missing Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Spillway restored to design standards. Tree growth Tree growth impedes flow or threatens stability of spillway. Trees removed. 4/24/2016 A-4 2016 Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES i NO. 3 - DETENTION TANKS AND VAULTS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Any trash and debris which exceed 1 cubic foot per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in height. Grass or groundcover mowed to a height no greater than 6 inches. Tank or Vault Storage Area Trash and debris Any trash and debris accumulated in vault or tank (includes floatables and non-floatables). No trash or debris in vault. Sediment accumulation Accumulated sediment depth exceeds 10% of the diameter of the storage area for'/z length of storage vault or any point depth exceeds 15% of diameter. Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 1/2 length of tank. All sediment removed from storage area. Tank Structure Plugged air vent Any blockage of the vent. Tank or vault freely vents. Tank bent out of shape Any part of tank/pipe is bent out of shape more than 10% of its design shape. Tank repaired or replaced to design. Gaps between sections, damaged joints or cracks or tears in wall A gap wider than %-inch at the joint of any tank sections or any evidence of soil particles entering the tank at a joint or through a wall. No water or soil entering tank through joints or walls. Vault Structure Damage to wall, frame, bottom, and/or top slab Cracks wider than '/z-inch, any evidence of soil entering the structure through cracks or qualified inspection personnel determines that the vault is not structurally sound. Vault is sealed and structurally sound. Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than %-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than'/< -inch wide at the joint of the inlet/outlet pipe. 2016 Surface Water Design Manual — Appendix A A-5 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQFACILITIES NO. 3_DETENTION TANKS AND VAULTS Maintenance Component Defect o,Problem Conditions When Maintenance isNeeded Results Expected When Maintenance isPerformed Access Manhole Cover/lid not inplace Cover/lid ivmissing o,only partially |nplace. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot boopened byone maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work, Mechanism opens with proper tools. Cn,er/|.ddiffinu|t to remove One maintenance person cannot remove cover/lid after applying 8O|bsvflift. Cover/lid can bwremoved and reinstalled byone maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, orcracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged ordifficult to open Large access doors o,plates cannot be openedfremuvaUusing normal equipment. Replace nrrepair access door ooit can opened andesigned. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting Rings missing, Lifting rings not capable m[lifting weight ofdoor Lifting rings sufficient tolift q, 4/24/2016 2016 Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 4_CONTROL RE/FLOW RESTRICTOR Maintenance Component Defect n,Problem Condition When Maintenance ioNeeded Results Expected When Maintenance |sPerformed Structure Trash and debris Trash u,debris v/more than '/, cubic foot which ivlocated immediately infront vf the structure opening o,ixblocking capacity u(the structure bymore than 1O%. NvTrash n,debris blocking nr potentially blocking entrance tn structure. Trash p,debris inthe structure that exceeds `/: the depth from the bottom o[basin k/invert the lowest pipe into p,out of the basin. No trash ordebris inthe structure. Deposits m|garbage exceeding 1cubic foot in volume. Nocondition present which would attract or support the breeding o[ insects nrrodents. Sediment Sediment exceeds 00%o[the depth from the bottom o[the structure vothe invert o[the lowest pipe into orout nfthe structure o,the bottom of the FROP'Tsection o,is within 5inches u(the invert ofthe lowest pipe into orout vfthe structure o,the bottom n,the FRnP-Tsection. Sump o[structure contains nu sediment. Damage mframe and/or top slab Corner o/frame extends more than % inch past rv,b face into the street (If app|ivaU|e). Frame ioeven with curb. Top slab has holes larger than2squominomeo o,cracks wider than %inch. Top slab isfree ofholes and cracks. Frame not sitting flush ontop slab, i*, separation nfmore than % inch ofthe frame from the top slab, Frame issitting flush ontop slab. Cracks inwalls n, bottom Cracks wider than % inch and longer than 3feet, any evidence ofsoil particles entering structure through cracks, urmaintenance person judges that structure isunsound. Structure iusealed and structurally sound. Cracks wider than >finch and longer than 1foot at the joint o[any inlet/outlet pipe or any evidence ofsoil particles entering structure through cracks. Nocracks more than `/4inch wide at the joint nfinlet/outlet pipe. Settlement/ misalignment Structure has settled more than 1inch mhas rotated more than 2inches out ovalignment. Basin replaced mrepaired mdesign standards. Damaged pipe joints Cracks wider than y,incnat the joint ofthe in|eKnuUm*pipes o,any evidence ufsoil entering the structure ot the joint vfthe in|eUovt|etpipes. Nocracks more than '/,inchwide at the joint vfin|,ttoudetpipes. Contaminants and pollution Any evidence o,contaminants o,pollution such apoil, gasoline, concrete slurries urpaint. Materials removed and disposed or according mapplicable regulations. Source control 8MPvimplemented if appropriate. No contaminants present other than asurface oil film. Ladder rungs missing or unsafe Ladder iounsafe due mmissing rungs, misalignment, rust, cracks, orsharp edges, Ladder meets design standards and allows maintenance person safe access. rROP'T8ocbon Damage Tsection innot securely attached tostructure wall and outlet pipe structure should support w/ least 1.VO01boo(vpurdown pressure. Tsection securely attached towall and outlet pipe. Structure ionot inupright position (allow uptu 10%from p|umb}. Structure incorrect position. Connections moutlet pipe are not watertight o, show signs u[deteriorated grout. Connections tooutlet pipe are water tight; structure repaired or replaced and works asdesigned. Any holes —other than designed holes —in the vtu/uvna, Structure has nnholes other than designed holes. 2016 Surface Water Design Manual — Appendix A 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WOFACILITIES NO. 4_CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Component Defect or Problem Condition When Maintenance /sNeeded Results Expected When Maintenance iaPerformed C|eanvut Gate Damaged or missing C|oanpvt gate iomissing. Rop|axec|eanout gum. C|oonoutgate isnot watertight. Gate iowatertight and works os designed. Gate cannot Uemoved upand down byone maintenance person. Gate moves vpand down easily and is watertight. Chain/rod leading togate |s missing ordamaged. Chain iuinplace and works es designed. Orifice Plate Damaged v,missing Control device isnot working properly due tn missing, out u[place, o,bent orifice plate. Plate iminplace and works as designed. Obstructions Any trash, debris, sediment, o,vegetation blocking the plate. Plate isfree of all obstructions and works aodesigned. Overflow Pipe Obstructions Any trash o,debris blocking (or having the potential ofblocking) the overflow pipe. Pipe ixfree o,all obstructions and works axdesigned, Deformed or damaged lip Lip qfoverflow pipe |obent o,deformed. Overflow pipe does not allow overflow manelevation lower than design m|eUOuU°tPipw Sediment accumulation Sediment filling 20Y6o,more ufthe pipe. w|exuunatpipes clear nysediment. Trash and debris Trash and debris accumulated inin|ottouns* pipes (includes nvmaWemand non-floomb|on). wvtrash p,debris inpipes. Damaged Cracks wider than Binchotthe joint qfthe inlet/outlet pipes o,any evidence ofsoil entering at the joints ofthe inlet/outlet pipes. wocracks more than %,inchwide at the joint nfthe inlet/outlet pipe. Metal Grates (If Applicable) Unsafe grate opening Grate with opening wider than '/8inch. Grate opening meets design standards, Trash and debris Trash and debris that |sblocking more than uom v[grate surface. orate free crtrash and debris. footnote toguidelines for disposal Damaged n,missing Grate missing n,broken memoer(x)uythe grate- Grate ioinplace and meets design standards. maohmaCovvr/Uu Covwrffiunot inplace Cover/lid ismissing *, only partially inplace. Any open structure requires urgent maintenance. Cover/lid protects opening m structure, Locking mechanism Not Working Mechanism cannot beopened byone maintenance person with proper tools. Bolts cannot beseated. Self-locking co"orfliddoes not work. Mechanism opens with proper tools. covemiudifficult to Remove One maintenance person cannot remove cover/lid after applying uu|bn.uflift. Cover/lid can m^removed and reinstalled byone maintenance person. 4/24/2016 2016 Surface Water Design Manual — Appendix A APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance isNeeded Results Expected When Maintenance inPerformed Structure Sediment Sediment exceeds 80Y6ofthe depth from the bottom ufthe catch basin tothe invert ofthe lowest pipe into nrout ofthe catch basin uris within 6inches ofthe invert u[the lowest pipe into o,out o/the catch basin. Sump ofcatch basin contains nu sediment. Trash and debris Trash o,debris ofmore than Hcubic foot which iolocated immediately infront ofthe catch basin opening mis blocking capacity ofthe catch basin hymore than 1O%. NoTrash ordebris blocking ur potentially blocking entrance Vn catch basin. Trash o,debris inthe catch basin that exceeds '6the depth from the bottom ofbasin toinvert the lowest pipe into orout ofthe basin. Nutrash ordebris inthe catch basin. Dead animals orvegetation that could generate odors that could cause complaints ordangerous gases (e.g..me^hano). Nodead animals orvegetation present within catch basin. Deposits ofgarbage exceeding 1 cubic foot in volume. Nocondition present which would oumot or support the breeding m[ insects *rrodents. Damage 0oframe and/or top slab Corner offrame extends more than % inch past curb face into the street (If app|ioab|a). Frame iaeven with curb. Top slab has holes larger than 2square inches p,cracks wider than uinch. Top slab iofree ofholes and cracks. Frame not sitting flush qntop slab, i.e.. separation ofmore than }{ inch ofthe frame from the top slab. Frame iwsitting flush nntop slab. Cracks inwalls o, bottom Cracks wider than 1/2inch and longer than 3feet, any evidence ofsoil particles entering catch basin through cracks, ormaintenance person judges that catch basin isunsound. Catch basin iosealed and iv structurally sound. Cracks wider than & inch and longer than 1foot at the joint ofany in|eVouUe^pipe o,any evidence orsoil particles entering catch basin through cracks. Nocracks more than `/4inch wide at the joint ofinlet/outlet pipe. Settlement/ misalignment Catch basin has settled more than 1inch orhas rotated more than 2inches out ofalignment. Basin replaced o,repaired mdesign standards. Damaged pipe joints Cracks wider than 1/2'inohut the joint ofthe inlet/outlet pipes o,any evidence ufsoil entering the catch basin at the joint ufthe inlet/outlet pipes. Nocracks more than %-inchwide au the joint o,inlet/outlet pipes. Contaminants and pollution Any evidence ofcontaminants o,pollution such oaoil, gasoline, concrete slurries o,paint. Materials removed and disposed vr according mapplicable regulations. Source control BMPsimplemented i, appropriate. Nocontaminants pnaoertother than asurface oil film. |n|ot/0vUotP|po Sediment accumulation Sediment filling oUY6o,more ofthe pipe. Inlet/outlet pipes clear ofsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes floamb|emand non'0natoh|oo). Nutrash urdebris inpipes. Damaged Cracks wider than }6'innxatthe joint ofthe inlet/outlet pipes o,any evidence ofsoil entering at the joints of the inlet/outlet pipes. Nocracks more than %'inohwide ot the joint ofthe inlet/outlet pipe. 2O)6Surface Water Design Manual —Ayprudix A 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 5_CATCH BASINS AND MANHOLES Maintenance Component Defect n,Problem Condition When Maintenance isNeeded Results Expected When Maintenance iwPerformed Metal Grates (Catch Basins) Unsafe grate opening Grate with opening wider than '/8inch. Grate opening meets design standards. Trash and debris Trash and debris that inblocking more than 2O% ofgrate surface. Grate free o/trash and debris. footnote toguidelines for disposal Damaged ormissing Grate missing o,broken memUnr(x)ofthe grate. Any open structure requires urgent maintenance. Grate ioinplace and meets design standards. Manhn|eCovor/LiU Cover/lid not inplace Cover/lid iomissing oronly partially inplace. Any open structure requires urgent maintenance. Cover/lid protects opening m structure. Locking mechanism Not Working Mechanism cannot Ueopened byone maintenance person with proper tools. Bolts cannot beseated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult m Remove One maintenance person cannot remove cover/lid after applying 8o|bs.pflift. Cover/lid can beremoved and reinstalled byone maintenance Person 4/24/20/0 ZV\6Surface Water Design Manual —Aypvodix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating is damaged; rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned/flushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) One layer or less of rock exists above native soil area 5 square feet or more, any exposed native soil. Replace rocks to design standards. 2016 Surface Water Design Manual — Appendix A A-11 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 7 - DEBRIS BARRIERS (E.G., TRASH RACKS) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed. Site Trash and debris Trash or debris plugging more than 20% of the area of the barrier. Barrier clear to receive capacity flow. Sediment accumulation Sediment accumulation of greater than 20% of the area of the barrier Barrier clear to receive capacity flow. Structure Cracked broken or loose Structure which bars attached to is damaged - pipe is loose or cracked or concrete structure is cracked, broken of loose. Structure barrier attached to is sound. Bars Bar spacing Bar spacing exceeds 6 inches. Bars have at most 6 inches spacing. Damaged or missing bars Bars are bent out of shape more than 3 inches. Bars in place with no bends more than 3/4 inch. Bars are missing or entire barrier missing. Bars in place according to design. Bars are loose and rust is causing 50% deterioration to any part of barrier. Repair or replace barrier to design standards. 4/24/2016 2016 Surface Water Design Manual — Appendix A A-12 APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WVFACILITIES NO. 8_ENERGY DISSIPATERS Maintenance Component Defect nrProblem Conditions When Maintenance isNeeded Results Expected When Maintenance isPerformed. Site Trash and debris Trash and/or debris accumulation. Dissipater clear mVtrash and/or debris. Contaminants and pollution Any evidence o/contaminants urpollution such onoil, gasoline, concrete slurries orpaint. Materials removed and disposed u[ according toapplicable regulations. Source control 8MPoimplemented if opps/phooa. No contaminants present other than asurface oil film. Rock Pad Missing o,moved Rock Only one layer nfrock exists above native soil in area five square feet orlarger orany exposure uf native soil. Rock pad prevents erosion. Dispersion Trench Pipe pluggedvwto sediment Accumulated sediment that exceeds 2O%ofthe design depth. Pipe cleaned/flushed oothat it matches design. Not discharging water properly Visual evidence o,water discharging ot concentrated points along trench (normal condition iaa"sheet Oow"of water along tnonch). Water discharges from feature by ohnet8pw. Perforations plugged. Over 1/*o/perforations inpipe are plugged with debris p,sediment. Perforations freely discharge flow, Water flows out top v[ "distributor" catch basin. Water flows out o[distributor catch basin during any storm less than the design storm. wuflow discharges from distributor catch basin. Receiving area over- saturated Water in receiving area is causing mhas potential ufcausing landslide problems. wudanger of landslides. spm»na Damaged mesh Mesh orgamonbroken, twisted o,deformed ov structure ioweakened mrock may fall out. Mesh isintact, norock missing. Corrosion Gabionmesh shows corrosion through more than 1/4ofits gage. All 8auivnmesh capable nv containing rock and retaining designed form. Collapsed or deformed baskets Gouionbasket shape deformed due many c=vv=. All gabio"baskets intact, structure stands asdesigned- Missing mck Any rock missing that could cause Saoionto loose structural integrity. morock missing. Manhole/Chamber Worn nrdamaged post, baffles u,side of chamber Structure dissipating flow deteriorates m*or original size o,any concentrated worn spot exceeding one square foot which would make structure unsound. Structure |sinnodanger u,failing. Damage to wall, frame' bottom, and/or top slab Cracks wider than B'mc»vrany evidence ofsoil entering the �m�m rn�v'»«Vxrmcxs'nr maintenance inspection personnel determines that the structure ionot structurally sound. Manhole/chamber issealed and structurally sound. Damaged pipe joints Cracks wider than '/,ino*atthe joint »'the inlet/outlet pipes o,any evidence ovsoil entering the structure at the joint of the inlet/outlet pipes. wosoi|o,water enters and nowater discharges vuthe joint ofinlet/outlet pipes. 2V/0Surface Water Design Manual —AppoudiuA 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND \9VFACILITIES NO. 9-FENCING Maintenance Component Defect o,Problem Conditions When Maintenance isNeeded Results Expected When Maintenance iwPerformed Site Erosion orholes vnder0ance Erosion nrholes more than 4inches high and 1z' 18inches wide permitting access through an opening under afence. moaccess under the fence. Wood Posts, Boards and Cross Members Missing mdamaged parts Missing o,broken boards, post out n[plumb Uy more than 0inches orcross members broken Nogaps unfence due mmissing o broken boards, post plumb towithin 1>finches, cross members sound. Weakened &yrotting or insects Any partshowing structural deterioration due to rotting o,insect damage All parts o[fence are structurally sound. Damaged orfailed post foundation Concrete ormetal attachments deteriorated or unable tnsupport posts. Post foundation capable v, supporting posts even instrong wind. Metal Posts, Rails and Fabric Damaged parts Post out nvplumb more than 8inches. Post plumb mwithin 18inches, Top rails bent more than Ginches. Top rail free o/bends greater than linch. Any part offence (including post, top rails, and fabric) more than 1foot out v,design alignment. Fence is aligned and meets design standards, Missing urloose tension wire, Tension wire inplace and holding h,Uho. Deteriorated paint vr protective coating Part vrparts that have arusting o,scaling condition that has affected structural adequacy. Structurally adequate posts o,parts with auniform protective coating. Openings infabric Openings infabric are such that an8'innh diameter ball could fit through. Fabric mesh openings within 5V%vv grid size, 4/24/2010 20l0Surface Water Design Manual —Aypundix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 10 - GATES/BOLLARDS/ACCESS BARRIERS Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Chain Link Fencing Gate Damaged or missing members Missing gate. Gates in place. Broken or missing hinges such that gate cannot be easily opened and closed by a maintenance person. Hinges intact and tubed. Gate is working freely. Gate is out of plumb more than 6 inches and more than 1 foot out of design alignment. Gate is aligned and vertical. Missing stretcher bar, stretcher bands, and ties. Stretcher bar, bands, and ties in place. Locking mechanism does not lock gate Locking device missing, no -functioning or does not link to all parts. Locking mechanism prevents opening of gate. Openings in fabric Openings in fabric are such that an 8-inch diameter ball could fit through. Fabric mesh openings within 50% of grid size. Bar Gate Damaged or missing cross bar Cross bar does not swing open or closed, is missing or is bent to where it does not prevent vehicle access. Cross bar swings fully open and closed and prevents vehicle access, Locking mechanism does not lock gate Locking device missing, no -functioning or does not link to all parts. Locking mechanism prevents opening of gate. Support post damaged Support post does not hold cross bar up. Cross bar held up preventing vehicle access into facility. Bollards Damaged or missing Bollard broken, missing, does not fit into support hole or hinge broken or missing. No access for motorized vehicles to get into facility. Does not lock Locking assembly or lock missing or cannot be attached to lock bollard in place. No access for motorized vehicles to get into facility. Boulders Dislodged Boulders not located to prevent motorized vehicle access. No access for motorized vehicles to get into facility. Circumvented Motorized vehicles going around or between boulders. No access for motorized vehicles to get into facility. 2016 Surface Water Design Manual — Appendix A 4/24/2016 A-15 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 11_GROUNDS (LANDSCAPING) Maintenance Component Defect o,Problem Conditions When Maintenance isNeeded Results Expected When Maintenance isPerformed Site Trash orlitter Any trash and debris which exceed 1 cubic foot per 1.O0Vsquare feet (this is about equal *othe amount ertrash itwould take mfill upone standard sizevnicm In general, there should benovisual evidence oxdumping. Trash and debris cleared from site. Noxious weeds Any noxious u,nuisance vegetation which may constitute uhazard mCounty personnel orthe public. Noxious and nuisance vegetation removed according mapplicable regulations, modanger mnoxious vegetation where County personnel orthe public might normally be. Contaminants and pollution Any evidence urcontaminants prpollution such maoil, gasoline, concrete slurries o,paint. Materials removed and disposed of according toapplicable regulations. Source control BMPoimplemented i( appropriate. No contaminants present other than asurface oil film. Grass/groundcover Grass urgmundcovarexceeds 10inches in height. Grass mgmunucove,mowed me height nogreater than 0inches. Trees and Shrubs Hazard Any tree orlimb oretree identified pshaving a potential mfall and cause property damage or threaten human life. A hazard tree identified uv aqualified a,upriatmust u*removed assoon as possible. wohazard trees infacility. oamw0nu Limbs or partsof trees o,shrubs that are split o, broken which affect more than 25Y6v,the total foliage p/the tree v,shrub. Trees and shrubs with less than o% oftotal foliage with split v,broken limbs. Trees n,shrubs that have been blown down u, knocked over. woblown down vegetation o, knocked over vegetation. Trees or shrubs free ovinjury. Trees n,shrubs which are not adequately supported orare leaning over, causing exposure p,the roots. Tree o,shrub inplace and adequately supported; dead or diseased trees removed. 4/24/2016 7010Surface Water Design Manual —Appnndixa APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WVPACILITIE9 NO. 12_ ACCESS ROADS Maintenance Component Defect o,Problem Condition When Maintenance is Needed Results Expected When Maintenance |sPerformed Site Trash and debris Trash and debris exceeds 1cubic foot per 1.O0O square feet (ie,trash and debris would fill up one standards size garbage omn). Roadway drivable bymaintenance vehicles. Debris which could damage vehicle tires or prohibit use ofroad. Roadway drivable bymaintenance vehicles. Contaminants and pollution Any evidence ofcontaminants orpollution such aooil, gasoline, concrete slurries orpaint. Materials removed and disposed of according Voapplicable regulations. Source control BMPsimplemented if appropriate. No contaminants present other than asurface oil film. Blocked roadway Any obstruction which reduces clearance above road surface mless than 14feet. Roadway overhead clear m14feet high. Any obstruction restricting the access tom1U'to 12foot width for adistance ufmore than 12feet o,any point restricting access toless than a1O foot width. /wleast 12-fom^(width pnaccess mad. Road Surface Erosion, settlement, potholes, soft spots, ruts Any surface defect which hinders nrprevents maintenance access. Road drivable hymaintenance vehicles. Vegetation onroad surface Trees orother vegetation prevent access k, facility bymaintenance vehicles. Maintenance vehicles can access facility. Shoulders and Ditches Erosion Erosion within 1foot ofthe roadway more than O inches wide and 6inches deep. Shoulder free oferosion and matching the surrounding road. Weeds and brush Weeds and brush exceed 18inches mheight o, hinder maintenance access. Weeds and brush cut muinches in height o,cleared insuch oway ovm allow maintenance access. Modular Grid Pavement Contaminants and pollution Any evidence nfcontaminants nrpollution such auoil, gasoline, concrete slurries orpaint. Materials removed and disposed nf according mapplicable regulations. Source control 8MPoimplemented if appropriate. No contaminants present other than msurface oil film. Damaged o,missing Access surface compacted because v,broken onmissing modular block. Access road surface restored »o road infiltrates. 20l6Surface Water Design Manual —Ayyondix A 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 13 - BASIC BIOSWALE (GRASS) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Any trash and/or debris accumulated on the bioswale site, No trash or debris on the bioswale site. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Swale Section Sediment accumulation Sediment depth exceeds 2 inches in 10% of the swale treatment area, No sediment deposits in grass treatment area of the bioswale. Sediment inhibits grass growth over 10% of swale length. Grass growth not inhibited by sediment. Sediment inhibits even spreading of flow. Flow spreads evenly through swale Erosion/scouring Eroded or scoured swale bottom due to channelization or high flows, No eroded or scoured areas in bioswale. Cause of erosion or scour addressed. Poor vegetation coverage Grass is sparse or bare or eroded patches occur in more than 10% of the swale bottom. Swale has no bare spots and grass is thick and healthy. Grass too tall Grass excessively tall (greater than 10 inches), grass is thin or nuisance weeds and other vegetation have taken over. Grass is between 3 and 4 inches tall, thick and healthy. No clippings left in swale. No nuisance vegetation present. Excessive shade Grass growth is poor because sunlight does not reach swale. Health grass growth or swale converted to a wet bioswale. Constant baseflow Continuous flow through the swale, even when it has been dry for weeks or an eroded, muddy channel has formed in the swale bottom. Baseflow removed from swale by a low -flow pea -gravel drain or bypassed around the swale. Standing water Water pools in the swale between storms or does not drain freely. Swale freely drains and there is no standing water in swale between storms. Channelization Flow concentrates and erodes channel through swale. No flow channels in swale. Flow Spreader Concentrated flow Flow from spreader not uniformly distributed across entire swale width. Flows are spread evenly over entire swale width. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than %-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes, No cracks more than Y.-inch wide at the joint of the inlet/outlet pipe. 4/24/2016 A-18 2016 Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WOPACILITIES NO. 14_WET BIOSWALE Maintenance Component Defect or Problem Condition When Maintenance is Needed mumuns Expected When Maintenance |mPerformed Site Trash and debris Any trash and/or debris accumulated ut the site. Notrash o,debris at the site. Contaminants and pn||uUun Any evidence ufcontaminants orpollution such aooil, gasoline, concrete slurries nrpaint. Materials removed and disposed o| according toapplicable regulations. Source control BMPoimplemented if appropriate. No contaminants present other than usurface oil film. Swale Section Sediment accumulation Sediment depth exceeds 2inches in1O%nfthe owa|otreatment area. Nusediment deposits intreatment area. Erosion/scouring Eroded urscoured a*m|ebottom due to ohonno|izaUonorhigh flows. Nueroded m/scoured areas in binawo|e. Cause oferosion o,scour addressed. Water depth Water not retained tnodepth ufabout 4inches during the wet season. Water depth ca4inches through out s*a|efor most ufwet season. Vegetation ineffective Vegetation sparse, does not provide adequate filtration o,crowded out byvery dense clumps of cattail ornuisance vegetation, Wetland vegetation fully covers bottom ofowm|oand nucattails or nuisance vegetation present. Insufficient water Wetland vegetation dies due mlack ofwater. Wetland vegetation remains healthy (may require converting tngrass |inedNoswa|e Flow Spreader Concentrated flow Flow from spreader not uniformly distributed across entire vwm|ewidth. Flows are spread evenly over entire owo|ewidth Inlet/Outlet�*�imon� P|p� accumulation Sediment filling uU%ormore cxthe pipe. Inlet/outlet pipes clear orsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes noatab|onand non-floatab|em). wotrash o,debris mpipes. Damaged Cracks wider than 1/2inohmt the joint ofthe inlet/outlet pipes o,any evidence ofsoil entering atthe joints mthe inlet/outlet pipes. Nocracks more than a'inchwide at the joint ofthe inlet/outlet pipe. 20l^Surface Water Design Manual —Ayymndix& 4/24/2016 AyYBNDD{/\ MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND \v0FACILITIES NO. 15_FILTER STRIP Maintenance Component Defect n,Problem Condition When Maintenance isNeeded Results Expected When Maintenance |sPerformed Site Trash and debris Any trash and debris accumulated nnthe filter strip site. Filter strip site free ofany trash v, debris Contaminants and pollution Any evidence ofcontaminants orpollution such aaoil, gasoline, concrete slurries orpaint. Materials removed and disposed ox according mapplicable regulations. Source control BNPoimplemented if appropriate. No contaminants present other than osurface oil film. Grass Strip Sediment accumulation Sediment accumulation ungrass exceeds 2 inches depth. wnsediment deposits intreatment area. Erosion/scouring Eroded nrscoured owm|ebottom due to ohanne|izaUonv,high flows. Noeroded urscoured areas in biuswa|o. Cause n,erosion orscour addressed, Grass too tall Grass excessively tall (greater than 10inohoo). grass iuthin vrnuisance weeds and other vegetation have taken over. Grass ivbetween 3and 4inches tall, thick and healthy. No clippings left inwmm|e. No nuisance vegetation present. Vegetation ineffective Grass has died out, become excessively tall (greater than 10inches) o,nuisance vegetation istaking over. Grass ishealthy, less than Sinches high and nnnuisance vegetation present. Flow Spreader Concentrated flow Flow from spreader not uniformly distributed across entire a=p|owidth, Flows are spread evenly over entire swa|owidth. m/et/OuUatrip* Sediment accumulation Sediment fiUing2O% o,more of the pipe. mlouovV*tpipes clear nfsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes noatublooand nnn-Ooutab|oo). Notrash ordebris inpipes. Damaged Cracks wider than '/,inoh atthe joint ofthe in|eUounet pipes n,any id"coo|moi|ema,ing Nocracks more than %'inuhwide q^ the joint o[the inlet/outlet pipe. 4/24/2016 2016 Surface Water Design Manual — Appendix A AYnENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQFACILITIES ` NO. 16_WETPOND Maintenance Component Defect o,Problem Condition When Maintenance isNeeded Results Expected When Maintenance Is Performed Site Trash and debris Any trash and debris accumulated nnthe wotpondxd*. vVatpunUsite free ufany trash o, Uvbho. Noxious weeds Any noxious u,nuisance vegetation which may constitute ahazard \oCounty personnel o,the public. Noxious and nuisance vegetation removed according tnapplicable mgu|utione. Nodanger o[noxious vegetation where County personnel orthe public might normally be. Contaminants and pollution Any evidence ofcontaminants urpollution such asoil, gasoline, concrete slurries o,paint. Materials removed and disposed nf according mapplicable regulations. Source control BMPvimplemented i( appropriate. No contaminants present other than asurface oil fi|m. Grass/gmvnuoovor Grass vrUmvnuoove,exceeds 10inches in height. Grass vromunucovo,mowed m= height nogreater than 6inches. Side Slopes nfDam, Berm, internal berm or Embankment Rodent holes Any evidence ufrodent holes iffacility iaacting aoudam o,berm, nrany evidence mfwater piping through dam vrberm via rodent holes. Rodents removed o,destroyed and dam o,berm repaired. Tree growth Tree growth threatens integrity vfdams, berms orslopes, does not allow maintenance access, orinterferes with maintenance activity. If trees are not athreat mdam, berm u,embankment integrity, are not interfering with access or maintenance nrleaves Unnot cause a plugging problem they uonot need muaremoved. Trees dnnot hinder facility performance ormaintenance activities. smaivn Eroded damage over uinches deep where cause ofdamage isstill present prwhere there is potential for continued erosion. Any erosion observed vna compacted slope. Slopes stabilized using appropriate erosion control measures. If erosion is occurring oncompacted slope, a licensed civil engineer should ho consulted to resolve source of erosion. Top u,Side Slopes nfDam, Berm, internal berm o, Embankment Settlement Any part ofadam, berm nrembankment that has settled 4inches lower than the design elevation. Top o,side slope restored mdesign dimensions. |fsettlement in significant, alicensed civil engineer should beconsulted to determine the cause of the settlement. Irregular surface on internal berm Top of berm not uniform and level. Top o[berm graded tudesign elevation. Pond Areas Sediment accumulation (except first wetpmdcoU) Accumulated sediment that exceeds 1OY6of the designed pond depth. Sediment cleaned out mdesigned pond shape and depth. Sediment accumulation (first wetpov|m,U) Sediment accumulations i"pond bottom that exceeds the depth ofsediment storage (1 foot) plus Oinches. Sediment storage contains no sediment Liner damaged (If Applicable) Liner isvisible or pond does not hold water as designed. Liner repaired o,replaced. Water level n wetpou|caUo> Cell leveKs)drops more than 12inches inany F day period, Cg|leve(4 drops less than 12 inches inany zdawperiod, Algae mats (fist wetpop|ueU) Algae matsdevelop over more than 1nY6ofthe water surface should bnremoved. Algae mats removed (usually inthe late summer before Fall rains, especially inSensitive Lake Protection Areas.) 2016 Surface Water Design Manual — Appendix A 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQFACILITIES NO. 16_WETPOND Maintenance Component Defect n,Problem Condition When Maintenance is Needed Results Expected When Maintenance |nPerformed Design planting and vegetation survival and maintenance Sparse n,dying design planting, u,when design plantings are not thriving across OOY6v,more uf the design vegetated areas within the pond; invasive vegetation e,g,cattails Design plantings and vegetation are thriving and appropriately spaced across 0VY6ormore orthe design vegetated areas within the pond; invaskmxremoved including root clumps Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Emergency Overflow Spillway Tree growth Tree growth impedes flow o,threatens stability o, opi||wav Trees removed. Rock missing Only one layer «[ rock exists above native soil in area five square feet orlarger, o,any exposure ofnative soil at the top o,out flow path o, spillway. Rip -rap nninside slopes need not ue replaced, Spillway restored mdesign standards. m|eVOunntPipu Sediment accumulation Sediment filling uO%nrmore uf the pipe. |n|exnwUo/pipes clear ofsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes O*wmb|vmand nvn-floamb|oo). Nntrash ordebris inpipes. Damaged Cracks wider than '/i'inch atthe joint ofthe inlet/outlet pipes vrany evidence ofsoil entering a^the joints cxthe in|vubm|ntpipes, wocracks more than '/�'inchwide m the joint of the inlet/outlet pipe. 4/24/2816 2O|6Surface Water Design Manual —&yyendixA APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 17_WETVAULT Maintenance Component Defect p,Problem Condition When Maintenance isNeeded Results Expected When Maintenance isPerformed Site Trash and debris Trash and debris accumulated onfacility site. Trash and debris removed from facility site. Treatment Area Trash and debris Any trash and debris accumulated invault (includes floetab|enand non-floatab|os). wntrash mdebris invault. Sediment accumulation Sediment accumulation invault bottom exceeds the depth ofthe sediment zone plus 0inches. Nosediment invault. Contaminants and opUuovn Any evidence pfcontaminants orpollution such osoil, gasoline, concrete slurries orpaint. Materials removed and disposed nf according toapplicable regulations, Source control BMPoimplemented if appropriate. No contaminants present other than osurface oil film. Vault Structure Damage mwall, frame, bottom, and/or top slab Cracks wider than '/'inch.any evidence ofsoil entering the structure through cracks, vault does not retain water mqualified inspection personnel determines that the vault ionot structurally sound. Vault iosealed and structurally sound. Baffles damaged Baffles corroding, cracking, warping and/or showing signs uffailure orbaffle cannot be removed, Repair o,replace baffles u,walls tv specifications. Ventilation Ventilation area blocked or plugged. Noreduction ofventilation area exists, |nioVOuUntPipu Sediment accumulation Sediment filling 2V%vrmore ufthe pipe, Inlet/outlet pipes clear ovsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes Ouatab|eoand nv"-flnotab|ou). Notrash p,debris inpipes. Damaged Cracks wider than }6'innhatthe joint ofthe inlet/outlet pipes o,any evidence ofsoil entering atthe joints nrthe inlet/outlet pipes. wocracks more than 1/�'invhwide o, the joint nfthe in|ettoudatpipe. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Access Manhole Anneuocover/|id damaged o,difficult to open Access cover/lid cannot boeasily opened byone person, Corrosion/deformation o,novor/|id. Access cover/lid can baopened by one person. Locking mechanism not working Mechanism cannot beopened byone maintenance person with proper tools. Bolts cannot hoseated. Self-locking cover/lid does not work, Mechanism opens with proper tools. Cover/lid difficult m remove One maintenance person cannot remove cover/lid after applying 8omvnrlift. Cover/lid can beremoved and reinstalled byone maintenance person. Acneondvors/p|mte has gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable oflifting weight ufdoor or plate. Lifting rings sufficient tvlift o, remove door o,plate- Ladder ,vngvvnxafe Missing rungs, misalignment, rust, n,cracks. Ladder meets design standards, Allows maintenance person safe access. 2Oi6Surface Water Design Manual — Appendix A 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 18 - STORMWATER WETLAND Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Site Trash and debris Trash and debris accumulated on facility site. Trash and debris removed from facility site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in height. Grass or groundcover mowed to a height no greater than 6 inches. Side Slopes of Dam, Berm, internal berm or Embankment Rodent holes Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. Rodents removed or destroyed and dam or berm repaired. Tree growth Tree growth threatens integrity of dams, berms or slopes, does not allow maintenance access, or interferes with maintenance activity. If trees are not a threat to dam, berm, or embankment integrity or not interfering with access or maintenance, they do not need to be removed. Trees do not hinder facility performance or maintenance activities. Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Any erosion observed on a compacted slope. Slopes stabilized using appropriate erosion control measures. If erosion is occurring on compacted slope, a licensed civil engineer should be consulted to resolve source of erosion. Top or Side Slopes of Dam, Berm, internal berm or Embankment Settlement Any part of a dam, berm or embankment that has settled 4 inches lower than the design elevation. Top or side slope restored to design dimensions. If settlement is significant, a Licensed civil engineer should be consulted to determine the cause of the settlement. Irregular surface on internal berm Top of berm not uniform and level. Top of berm graded flat to design elevation. Pond Areas Sediment accumulation (first cell/forebay) Sediment accumulations in pond bottom that exceeds the depth of sediment storage (1 foot) plus 6 inches. Sediment storage contains no sediment. Sediment accumulation (wetland cell) Accumulated sediment that exceeds 10% of the designed pond depth. Sediment cleaned out to designed pond shape and depth. Liner damaged (if Applicable) Liner is visible or pond does not hold water as designed. Liner repaired or replaced. Water level (first cell/forebay) Cell level drops more than 12 inches in any 7- day period. Cell level drops no more than 12 inches in any 7-day period. Water level (wetland cell) Cell does not retain water for at least 10 months of the year or wetland plants are not surviving. Water retained at least 10 months of the year or wetland plants are surviving. Algae mats (first cell/forebay) Algae mats develop over more than 10% of the water surface should be removed. Algae mats removed (usually in the late summer before Fall rains, especially in Sensitive Lake Protection Areas.) 4/24/2016 A-24 2016 Surface Water Design Manual — Appendix A APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND eVFACILITIES NO. 18 - STORMWATER WETLAND Maintenance opmnpnv,u Defect p,Problem Condition When Maintenance isNeeded Results Expected When Maintenance |oPerformed Vegetation Vegetation dead, i (cattails) or not meeting original planting specifications across more than 2UY6ofthe entire design vegetated area within the pond. Plants inwetland cell surviving across VOY6v,more ufthe entire design vegetated area within the pond and not interfering with wetland function. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Emergency Overflow Spillway Tree growth Tree growth impedes flow urthreatens stability of spillway. Trees removed. Rock missing Only one layer ofrock exists above native soil in area five square feet o,larger, o,any exposure ofnative soil at the top ofout flow path of spillway. Rip -rap uninside slopes need not be replaced. Spillway restored mdesign standards. |n|eVOuUe^Pipe Sediment accumulation Sediment filling 2UY6ormore ofthe pipe. Inlet/outlet pipes clear ufsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes MnmtmWenand non-flnataWes). Notrash o/debris inpipes. Damaged Cracks wider than %'inoho,the joint ofthe inlet/outlet pipes orany evidence ofsoil entering at the joints of the inlet/outlet pipes. Nocracks more than u'inohwide at the joint ufthe inlet/outlet pipe. 20l6Surface Water Design Manual —/ppnudixA 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 19_SAND FILTER POND Maintenance Component Defect m,Problem Condition When Maintenance isNeeded Results Expected When Maintenance |sPerformed Site Trash and debris Trash and debris accumulated unfacility site. Trash and debris removed from facility site, Noxious weeds Any noxious nrnuisance vegetation which may constitute ahazard mCounty personnel o,the public. Noxious and nuisance vegetation removed according u,applicable regulations, Nodanger ofnoxious vegetation where County personnel n,the public might normally be. Contaminants and uo||minn Any evidence ufcontaminants orpollution such ayoil, gasoline, concrete slurries urpaint. Materials removed and disposed vf according mapplicable regulations, Source control 8MPoimplemented if appropriate. No contaminants present other than esurface oil film. Gn,ss/gmunduowa, (not inthe treatment area) Grass v,gmundco"nrexceeds 10inches in height. Grass o,Qmvndcove,mowed ma height nvgreater than 6inches, Pn,'T,eaonont(if applicable) Sediment accumulation Sediment accumulations inpond bottom that exceeds the depth o[sediment storage (1foot) plus 8inches. Sediment storage contains nu sediment. Liner damaged (If Applicable) Liner isvisible o,pond does not hold water os designed. Liner repaired vrreplaced. Water level Cell empty, doesn't hold water. Water retained infirst cell for most of the year, Algae mom Algae mats develop over more than 10Y6ofthe water surface should boremoved. Algae mats removed(usually inthe late summer before Fall rains, especially inSensitive Lake Protection Areas.) Pond Area Sediment accumulation Sediment v,crust depth exceeds Y,inu»over 1n Y6o/surface area o[sand filter, wpsediment n,crust deposit on sand filter that would impede permeability o,the filter section. Grass (if applicable) Grass becomes excessively tall (greater than o inches) o,when nuisance weeds and other vegetation start tntake over orthatch build vp occurs. Mow vegetation and/or remove nuisance vegetation. Side Slopes o,Pond Rodent holes Any evidence vfrodent holes irfacility isacting as dam o,berm, o,any evidence o[water piping through dam prberm via rodent holes. Rodents removed o,destroyed and dam vrberm repaired, Tree growth Tree growth threatens integrity ordams, berms orslopes, does not allow maintenance access, vrinterferes with maintenance activity, ntrees are not athreat mdam, berm, o,embankment integrity o,not interfering with access o, maintenance, they uonot need tnberemoved. Trees oonot hinder facility performance v,maintenance activities. sn,oipn Eroded damage over 2inches deep where cause ,xdamage ixstill present u,where there is potential for continued erosion. Any erosion observed onacompacted slope. Slopes stabilized using appropriate erosion control measures. If erosion inoccurring oncompacted slope, = licensed civil engineer should h= consulted mresolve source v, erosion, 4/24/2016 20l6Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 19 - SAND FILTER POND Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Sand Filter Media Plugging Drawdown of water through the sand filter media, takes longer than 24 hours, and/or flow through the overflow pipes occurs frequently. A sieve analysis of >4% -100 or >2% -200 requires replacing sand filter media. Sand filter media surface is aerated or the surface is scraped and replaced, and drawdown rate is normal. Prolonged flows Sand is saturated for prolonged periods of time (several weeks) and does not dry out between storms due to continuous base flow or prolonged flows from detention facilities. Excess flows bypassed or confined to small portion of filter media surface. Short circuiting Flows become concentrated over one section of the sand filter rather than dispersed or drawdown rate of pool exceeds 12 inches per hour. Flow and percolation of water through the sand filter is uniform and dispersed across the entire filter area and drawdown rate is normal. Media thickness Sand thickness is less than 18 inches. Rebuild sand thickness to a minimum of 18 inches. Underdrains and Clean -Outs Sediment/debris Underdrains or clean -outs partially plugged or filled with sediment and/or debris. Junction box/cleanout wyes not watertight. Underdrains and clean -outs free of sediment and debris and are watertight. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment, Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than %-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than '/4-inch wide at the joint of the inlet/outlet pipe. Rock Pad Missing or out of place Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Rock pad restored to design standards. Flow spreader Concentrated flow Flow from spreader not uniformly distributed across sand filter. Flows spread evenly over sand filter. 2016 Surface Water Design Manual — Appendix A 4/24/2016 A-27 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WVFACILITIES NO. 20_SAND FILTER VAULT Maintenance Component Defect or Problem Condition When Maintenance iwNeeded Results Expected When Maintenance ioPerformed Site Trash and debris Trash and debris accumulated onfacility site. Trash and debris removed from facility site. Noxious weeds Any noxious o,nuisance vegetation which may constitute a hazard mCounty personnel orthe public. Noxious and nuisance veotaUon removed according mapplicable regulations. Nodanger nfnoxious vegetation where County personnel o,the public might normally be. Contaminants and pollution Any evidence oxcontaminants o,pollution such osoil, gasoline, concrete slurries nrpaint. Materials removed and disposed o» according toapplicable regulations. Source control BMPsimplemented if appropriate. No contaminants present other than asurface oil film. Gmes/gmumucove, Grass p,UmunUcvv=,exceeds 18inches in height. Gna600,gmunuoovormowed to a height nngreater than Oinches. Pre -Treatment Chamber Sediment accumulation Sediment accumulation exceeds the depth cxthe sediment zone plus Oinches. Sediment storage contains no sediment. Sand Filter Media Sediment accumulation Sediment depth exceeds %'in000nsand fi|vw, media. Sand filter freely drains atnormal rate. Trash and debris Trash and debris accumulated iuvault (Uoatwb|oo andnnn-floptob|eo), Nntrash vrdebris invault. Plugging Drowdn~nn,water through the sand filter media, takes longer than z4hours, and/or flow through the overflow pipes occurs frequently. Aoieve analysis uf'4%'1OOur^2Y6'2OVrequires replacing sand filter media. Sand filter media drawduwnrate is normal. Short circuiting Seepage o,flow occurs along the vault walls and oomos. Sand eroding near inflow area. C|eanomwyasare not watertight. Sand filter media section re-laid and compacted along perimeter vfvault to form axomi'aoa|. Erosion protection added mdissipate force ofincoming flow and curtail erosion. Vault Structure Damaged uowalls, frame, bottom and/or top slab. Cracks wider than %'inch.any evidence o,soil entering the structure through cracks orqualified inspection personnel determines that the vault io not structurally sound. Vault replaced u,repaired mprovide complete sealing v,the structure. Ventilation Ventilation area blocked or plugged. w*reduction nrventilation area exists, Vndwrdw/nsand C|oanuuts Sediment/debris Unde,gminuorclean-outs partially plugged, filled with sediment and/or debris v,not watertight. Unuemrwinoand clean -outs free of sediment and debris and sealed, m|aVOm|otpipa Sediment accumulation Sediment filling anY6nrmore urthe pipe. Inlet/outlet pipes clear ofsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes nvatau|eaand non-flvatau|un). wutrash p,debris iopipes. Damaged Cracks wider than x-inchatthe joint pvthe in|ewpunet pipes o,any evidence nfsoil entering mthe joints pf the inlet/outlet pipes. No cracks more than %-in,hwide * the joint v[the inlet/outlet pipe. 4/24/20|6 2Ol6Surface Water Design Manual —&pymndixA APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND wVFACILITIES NO.20 - SAND FILTER VAULT Maintenance Component Defect or Problem Condition When Maintenance isNeeded Results Expected When Maintenance imPerformed Access Manhole Cover/lid not inplace Cover/lid immissing nronly partially inplace. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot beopened byone maintenance person with proper tools. Bolts cannot boseated. Self-locking cover/lid does not work. Mechanism opens with proper tools, Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80|bnoflift. Cover/lid can beremoved and reinstalled byone maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, orcracks. Ladder meets design standards. Allows maintenance person safe ocnovo Large access doors/plate Damaged u'difficult to open Large access doors orplates cannot Uo opened/removed using normal equipment. Replace orrepair access door ooit can opened asdesigned. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting Rings missing, mated Lifting rings not capable oflifting weight v[door or plate. Lifting rings sufficient mlift u, remove door orplate. 0163mfao Water Design Manual—uppeudix A 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WVFACILITIES ^ NO. 21-STORMFULTER(CARTRIDGE TYPE) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance isPerformed Facility Documentation Update facility inspection record after each inspection. Maintenance records are upmdate. Provide certification orreplaced filter media. Filter media iscertified mmeet Sto,mn/toropooncaonno. Site Trash and debris Any trash o,debris which impairs the function vf the facility. Trash and debris removed from facility. Contaminants and pollution Any evidence urcontaminants n,pollution such auoils, gasoline, concrete slurries n,paint. Materials removed and disposed of according mapplicable regulations. Source control 8MPoimplemented if appropriate. No contaminants present other than osurface oil film. Life cycle System has not been inspected for three years, Facility iure-inspected and any needed maintenance performed. Vault Treatment Area Sediment nnvault Upw, Greater than zinches orsediment. Vault isfree ovsediment. Sediment vntop vf oprthUVoo Greater than & inch nfsediment. Vault iofree ursediment. Multiple scum lines above top o/ cartridges Thick v,multiple scum lines above top of cartridges. Probably due toplugged canisters o, vngondrainmoni*p|d. Cause nfplugging corrected, canisters replaced ifnecessary. Vault Structure Damage towall, Frame, Bottom, and/or Top Slab Cracks wider than B'inchand any evidence ov soil particles entering the structure through the cracks, vrqualified inspection personnel determines the vault ionot structurally sound. Vault replaced orrepaired uodesign specifications. Baffles damaged Baffles corroding, cracking warping, and/or showing signs n[failure asdetermined by maintonanuo/innpocUonpe,sv". Repair orreplace baffles vo specification. Filter Media Standing water in vault ginches o, greater of static water inthe vault for more than 24hours following arain event and/or overflow occurs frequently, Probably due to plugged filter media, undo"draino,outlet pipe. Npstanding water invault 24hours after erain event, Short circuiting Flows uonot properly enter filter cartridges. Flows gnthrough filter media. undnnurainoonu Clean -Outs Sediment/debris Ungerdrainvu,clean-outs partially plugged o, m|ad with sediment and/or debris. undord,=innand clean -outs free of sediment and debris. m|eVOuuetpipv Sediment accumulation Sediment filling ooY6o,more ofthe pipe. Inlet/outlet pipes clear ufsediment. Trash and debris Trash and debris accumulated in/nleoouom pipes (includes nm,tau|enand nun-flvataumn). wotrash v,debris mpipes, Damaged Cracks wider than Y,incmatthe joint cxthe inlet/outlet pipes v,any evidence o/soil entering at the joints vxthe inlet/outlet pipes. Nncracks more than %-inchwide nt the joint pathe inlet/outlet pipe. Access Manhole Cover/lid not inplace Cover/lid is missing u,only partially inplace. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot uoopened uyone maintenance person with proper tools. Bolts cannot bnseated, Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult m n^mv*p One maintenance person cannot remove cover/lid after applying 8O|honrlift, Cover/lid can beremoved and reinstalled hyone maintenance person, 4/24/2016 20lbSurface WxmrDesign Manual — Appendix A APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WVFACILDIE8 Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance isPerformed Ladder rungs unsafe Missing rungs, misalignment, rust, orcracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged ordifficult to open Large access doors orplates cannot ba opened/removed using normal equipment. Replace orrepair access door soit can opened oadesigned. Gaps, doesn't cover uump|am|y Large access doors not flat and/or access opening not completely covered. Doors close flat and cover access opening completely. Lifting Rings missing, momd Lifting rings not capable n[lifting weight n[door or plate. Lifting rings sufficient mlift or remove door orplate. Inspection Frequency Maintenance conditions are aite'speuifiu. depending nnpollutant loading. FIRST YEAR POST CONSTRUCTION: Monthly during wet season, every other month during dry vouvon FOLLOWING FIRST YEAR: Continue monthly until site -specific frequency ioestablished, then follow that schedule ATAMINIMUM, FOLLOWING FIRST YEAR: Annually (or quarterly ifused aeprimary treatment) and following significant storms. Inspect Otonnfi|mrfacility for any maintenance deficiencies; maintain nrreplace aorequired per established site -specific schedule and manufacturer's requirements. 2OWSurface Water Design Manual —Apyoudix A 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES 1 NO. 22 - BAFFLE OILIVVATER SEPARATOR Maintenance Component Defect Condition When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Any trash or debris which impairs the function of the facility. Trash and debris removed from facility. Contaminants and pollution Floating oil in excess of 1 inch in first chamber, any oil in other chambers or other contaminants of any type in any chamber. No contaminants present other than a surface oil film. Vault Treatment Area Sediment accumulation Sediment accumulates exceeds 6 inches in the vault. No sediment in the vault, Discharge water not clear Inspection of discharge water shows obvious signs of poor water quality- effluent discharge from vault shows thick visible sheen. Effluent discharge is clear. Trash or debris accumulation Any trash and debris accumulation in vault (floatables and non-floatables). Vault is clear of trash and debris. Oil accumulation Oil accumulations that exceed 1 inch, at the surface of the water in the oil/water separator chamber. No visible oil depth on water. Vault Structure Damage to Wall, Frame, Bottom, and/or Top Slab Cracks wider than'/z-inch or evidence of soil particles entering the structure through the cracks, or maintenance/inspection personnel determines that the vault is not structurally sound. Vault replaced or repaired to design specifications. Baffles damaged Baffles corroding, cracking, warping and/or showing signs of failure as determined by maintenance inspection personnel. Repair or replace baffles to specifications. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than '/2-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than '/<-inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 Ibs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat and cover access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or cover/lid. Lifting rings sufficient to lift or remove cover/lid. 4/24/2016 A-32 2016 Surface Water Design Manual — Appendix A ^ APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQFACILITIES NO. 23_ COALESCING PLATE OILIWATER SEPAIRATOR Maintenance Component Defect Condition When Maintenance isNeeded Results Expected When Maintenance inPerformed Site Trash and debris Any trash mrdebris which impairs the function of the facility. Trash and debris removed from facility. Contaminants and pollution Floating oil inexcess of1 inch infirst chamber, any oil inother chambers o,other contaminants many type inany chamber. Nucontaminants present other than asurface oil film. Vault Treatment Area Sediment accumulation inthe foebay Sediment accumulation nfVinches nrgreater |n thofonoboy. Nnsediment inthe hnnebay. Discharge water not clear Inspection ofdischarge water shows obvious signs ofpoor water quality 'effluent discharge from vault shows thick visible sheen. Repair function ofplates aneffluent is clear. Trash o,debris accumulation Trash and debris accumulation invault (floatub|ooand non-flvatab|on). Trash and debris removed from vault. Oil accumulation Oil accumulation that exceeds 1 inch atthe water surface inthe inthe coalescing plate chamber. Novisible oil depth onwater and coalescing plates clear ofoil. Coalescing Plates Damaged Plate media broken, deformed, cracked and/or showing signs uffailure. Replace that portion vfmedia pack u,entire plate pack depending on severity nffailure. Sediment accumulation Any sediment accumulation which interferes with the operation ofthe coalescing plates. Nosediment accumulation interfering with the coalescing plates. Vault Structure Damage toWall, Frame, Bottom, and/or Top Slab Cracks wider than 1/2-inohand any evidence of soil particles entering the structure through the cracks, urmaintenance inspection personnel determines that the vault isnot structurally sound. Vault replaced nrrepaired tpdesign specifications. Baffles damaged Baffles corroding, cracking, warping and/or showing signs offailure ondetermined by maintononna/invpoctionporsnn. Repair orreplace baffles ,p nponi8no8ono. Ventilation Pipes Plugged Any obstruction mthe ventilation pipes. Ventilation pipes are clear. Shutoff Valve Damaged or inoperable Shutoff valve cannot beopened o,closed. Shutoff valve operates normally. |n|ot/OvnotPipa Sediment ounvmu|pUon Sediment filling 2OY6urmore o[the pipe. Inlet/outlet pipes clear ofsediment. Trash and debris Trash and debris accumulated ininlet/outlet pipes (includes Ooamb|eeand non-f|oatab|oo). Nntrash ordebris inpipes. Damaged Cracks wider than |f'innhatthe joint ufthe in|oUuudmpipes o,any evidence ufsoil entering authe joints pfthe in|ettoude^pipes, Nocracks more than y,-inohwide ot the joint of the inlet/outlet pipe. Access Manhole Cover/lid not inplace Cover/lid inmissing o,only partially inplace. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot vmopened byone maintenance person with proper tools. Bolts cannot boseated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult m remove One maintenance person cannot remove cover/lid after applying 8V|bsuflift. Cuverffigcan beremoved and reinstalled byone maintenance person Ladder rungs unsafe Missing rungs, misalignment, rust, o,cracks. Ladder meets design standards. Allows maintenance person safe access 20l0Surface Water Design Manual—Appondix A 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 23 - COALESCING PLATE OIL/WATER SEPARATOR Maintenance Component Defect Condition When Maintenance is Needed Results Expected When Maintenance is Performed Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered, Doors close flat and cover access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. NO. 24 - CATCH BASIN INSERT Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Media Insert Visible Oil Visible oil sheen passing through media Media inset replaced. Insert does not fit catch basin properly Flow gets into catch basin without going through media. All flow goes through media. Filter media plugged Filter media plugged. Flow through filter media is normal. Oil absorbent media saturated Media oil saturated. Oil absorbent media replaced. Water saturated Catch basin insert is saturated with water, which no longer has the capacity to absorb. Insert replaced. Service life exceeded Regular interval replacement due to typical average life of media insert product, typically one month. Media replaced at manufacturer's recommended interval. Seasonal maintenance When storms occur and during the wet season. Remove, clean and replace or install new insert after major storms, monthly during the wet season or at manufacturer's recommended interval. 4/24/2016 2016 Surface Water Design Manual — Appendix A A-34 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 25 - DRYWELL BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Preventative Plugging, obstructions Any cause limiting flow into drywell. Drywell able to receive full flow prior to and during wet season. Site Trash and debris Trash or debris that could end up in the drywell is evident. No trash or debris that could get into the drywell can be found. Pipes Inlet is plugged The entrance to the pipe is restricted due to sediment, trash, or debris. The entrance to the pipe is not restricted. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Plugged Sediment or other material prevents free flow of water through the pipe. Water flows freely through pipes. Broken or joint leaks. Damage to the pipe or pipe joints allowing water to seep out, Pipe does not allow water to exit other than at the outlet. Structure Basin leaks Holes or breaks in the basin allow water to leave the basin at locations other than per design. Basin is sealed and allows water to exit only where designed. Filter Media Filter media plugged Filter media plugged. Flow through filter media is normal, Inspection Frequency Annually and prior to and following significant storms, Inspect drywell system for any defects of deficiencies. NO. 26 - GRAVEL FILLED INFILTRATION TRENCH BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Preventative Blocking, obstructions Debris or trash limiting flow to infiltration trench. Infiltration trench able to receive full flow prior to and during wet season. Site Trash and debris Trash or debris that could end up in the infiltration trench is evident. No trash or debris that could get into the infiltration trench can be found. Pipes Inlet is plugged The entrance to the pipe is restricted due to sediment, trash, or debris. The entrance to the pipe is not restricted. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Plugged Sediment or other material prevents free flow of water through the pipe. Water flows freely through pipes. Broken or joint leaks. Damage to the pipe or pipe joints allowing water to seep out. Pipe does not allow water to exit other than at the outlet to the trench. Structure Flow not reaching trench Flows are not getting into the trench as designed. Water enters and exits trench as designed. Cleanout/inspection access does not allow cleaning or inspection of trench The cleanout/inspection access is not available. Cleanout/inspection access is available, Filter Media Filter media plugged Filter media plugged. Flow through filter media is normal. Inspection Frequency Annually and prior to and following significant storms. Inspect infiltration trench system for any defects of deficiencies. 2016 Surface Water Design Manual - Appendix A A-35 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 27 - GRAVEL FILLED DISPERSION TRENCH BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Preventative Blocking, obstructions Debris or trash limiting flow to dispersion trench or preventing spreader function. Dispersion trench able to receive full flow prior to and during wet season. Site Trash and debris Trash or debris that could end up in the dispersion trench is evident. No trash or debris that could get into the dispersion trench can be found. Pipes Inlet is plugged The entrance to the pipe is restricted due to sediment, trash, or debris. The entrance to the pipe is not restricted. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes, Plugged Sediment or other material prevents free flow of water through the pipe. Water flows freely through pipes. Broken joint or joint leaks, Damage to the pipe or pipe joints allowing water to seep out. Pipe does not allow water to exit other than at the outlet to the trench. Cleanout caps Cleanout caps are broken, missing, or buried, Cleanout caps are accessible and intact. Structure Flow not reaching trench Flows are not getting into the trench as designed. Water enters and exits trench as designed, Perforated pipe plugged Flow not able to enter or properly exit from perforated pipe. Water freely enters and exits perforated pipe. Flow not spreading evenly at outlet of trench Outlet flows channelizing or not spreading evenly from trench. Sheet flow occurs at the outlet of the trench, Cleanout/inspection access does not allow cleaning or inspection of perforated pipe The cleanouliinspection access is not available. Cleanout/inspection access is available. Filter Media Filter media plugged Filter media plugged. Flow through filter media is normal, Inspection Frequency Annually and prior to and following significant storms. Inspect dispersion trench system for any defects of deficiencies. 4/24/2016 2016 Surface Water Design Manual — Appendix A A-36 APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 28_NATIVE VEGETATED SURFACE /NATIVE VEGETATED LANDSCAPE BMP Maintenance Component Defect w,Problem Condition When Maintenance isNeeded Results Expected When Maintenance |sPerformed Site Trash and debris Trash and debris accumulated unthe native vegetated surface/native vegetated landscape oite� Native vegetated surface site free ufany trash ordebris. Vegetation Native vegetation type Less than two species each ofnative trees, shrubs, and gmvndoovoroccur inthe design area. Aminimum m[two species each of native trees, shrubs, and gmundcovoriuestablished and healthy. Native vegetated area Less than 9VY6ifthe required vegetated area has healthy growth. Aminimum nf8O%of the required vegetated area has healthy growth. Undesirable vegetation vVaaUo, h|aukbony. and other undesirable plants are invading more than 1OY6ofvegetated area. Less than 10% undesirable vegetation occurs inthe required native vegetated surface area. Vegetated Area Soil compaction Soil inthe native vegetation area compacted, Less than 8%mnative vegetation area iscompacted. Insufficient area Less than 3.5square feet oynative vegetation area for every 1 square foot ofimpervious surface. A minimum uf3.5square feet uf native vegetation area for every 1 square foot ufimpervious surface, Excess slope Slope ofnative vegetation area greater than 15%. Slope ofnative growth area does not exceed 15%. Inspection Frequency Annually Inspect native vegetation area for any defects mfdeficiencies NO. 29_PERFORATED PIPE CONNECTIONS BMP Maintenance Component Defect orProblem Conditions When Maintenance is Needed Results Expected When Maintenance isPerformed Preventative Blocking, obstructions Debris urtrash limiting flow into perforated pipe system o,uuda||ofBMPisplugged u,otherwise non[vnchpning. Ouna|/vfBMPisreceiving designed flows from perforated pipe connection. Inflow Inflow impeded Inflow into the perforated pipe i,partially o,fully blocked maltered mprevent flow from getting into the pipe. Inflow tothe perforated pipe is unimpeded. Pipe Trench Area Surface compacted Ground surface over pipe trench is compacted o,covered with impermeable material. Ground surface over the perforated pipe isnot compacted and free of any impervious cover. Outflow Outflow impeded Outflow from the perforated pipe into the public drainage system ioblocked. Outflow mthe public drainage system iounimpeded. OuVa||Anaa Erosion vrlandslides Existence vfthe perforated pipe iocausing o, exasperating erosion o,landslides. Perforated pipe system issealed off and analternative BMPis implemented. Inspection Frequency Annually and prior mand following significant storms. Perforated pipe system |voperating as designed. 2Vl6Surface Water Design Manual — Appendix & 4/24/2016 APPENDIX MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND \mqFACILITIES ^ NO'30 - PERMEABLE PAVEMENT BMP Maintenance Component Defect o,Problem Conditions When Maintenance isNeeded Results Expected When Maintenance isPerformed Preventative Surface cleaning/ vegmebonoontm| Media surface vacuumed orpressure washed annuaUy, vegetation contmnodtodesign maximum. Weed growth suggesting sediment accumulation. Nodirt, sediment, ordebris clogging porous media, nrvegetation limiting infiltration. Porous Concrete, Porous Asphaltic Concrete, and Permeable Pavers Trash and debris Trash and debris nnthe pavement interfering with infiltration; leaf drop infall season. Nntrash nrdebris interfering with infiltration. Sediment accumulation Sediment accumulation onthe pavement interfering with infiltration; runoff from adjacent areas depositing sediment/debris onpavement. Pavement infiltrates asdesigned; adjacent areas stabilized. Infiltration rate Pavement does not infiltrate xtarate uf1O inches per hour. Pavement infiltrates at arate greater than 1Oinches per hour. Punding Standing water for along period oftime onthe surface of the pavement. Standing water infiltrates utthe desired rate. Broken o,cracked pavement Pavement isbroken prcracked. Nubroken pavement o,cracks vn the surface ofthe pavement. Settlement Uneven pavementsurface indicating settlement of the subsurface layer. Pavement surface ivuniformly level. Moss growth Moss growing onpavement interfering with infiltration. Nomoss interferes with infiltration. |mUvw Inflow mthe pavement iediverted, restricted, nr depositing sediment and debris qnthe pavement, Inflow to pavementi bmtrvcted and not bringing sediment urdebris k`the pavement. Underd,ain Und*ndra|nionot flowing when pavement has been infiltrating water. UnVord,minflows freely when water is present. Overflow Overflow not controlling excess water ^odesired location; native soil ioexposed nrother signs or erosion damage are present. Overflow permits excess water m leave the site ot the desired location; Overflow ivstabilized and appropriately armored. Permeable Pavers Broken n,missing pavers Broken urmissing paving blocks onsurface ox pavement. womissing orbroken paving blocks interfering with infiltration. Level surface Uneven surface due tosettlement orscour orfill inthe interstices o[the paving blocks. Pavement surface iuuniformly level. Compaction Poor infiltration due tosoil compaction between paving blocks. wosoil compaction inthe interstices o[the paver blocks limiting infiltration. Dead grass Grass inthe interstices nfthe paving blocks iu dead. Healthy is growing inthe interstices mthe paver blocks. Inspection Frequency Annually and after large storms, and aaneeded seasonally tocontrol leaf drop, evergreen needles etc. Permeable pavement isfunctioning nnnno||y. 4/24/2016 2008urface Water Design Monuu—Aypeuix A APPENDIX MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 31_BIORETENTION BMP Maintenance Component Defect v,Problem Conditions When Maintenance ioNeeded Results Expected When Maintenance ioPerformed Preventative Vegetation Vegetation mbowatered and pruned oe needed and mulch applied tnaminimum nf2 inches tomaintain healthy growth. Healthy vegetation growth with full coverage asdesigned. 8ionatenVon Area Trash and debris Trash and debris inthe b|^,oton8onarea; leaf drop inthe fall season. Nntrash vrdebris |nthe b|onatentinn area, Sediment accumulation Sediment accumulation inthe bipmtenhonarea interfering with infiltration. Water inthe biunotenUoninfiltrates ao designed. Pondin8 Standing water inthe bionganUonarea for more than two days. Standing water infiltrates at the desired rate. Inflow Inflow not getting into bioneten8on; debris/sediment blockage otinlet features; native soil iuexposed orother signs uferosion damage iapenam. Unobstructed and properlymu0ed inflow into h|omteohonarea; inlet im stabilized and appropriately armored. Overflow outlet Overflow water not controlled Uyoutlet features; native soil ioexposed o,other signs oferosion damage |npresent. Outlet features control overflow; overflow isstabilized and appropriately armored, Undondwin Vndm,Ura|nionot flowing when bionatonUnn area has been infiltrating water. Undordrminflows freely when water is present. Vegetation Plant health Plants not thriving across otleast 00%ofthe entire design vegetated area within the 8MP; overly dense vegetation requiring pruning. Healthy water tolerant plants in bionntnnhunarea, plants thriving across e\least 80Y6p(the entire design vegetated area within the facility, Plant species Plants not water tolerant species. Plants are water tolerant. Weeds Weeds growing inbinmtenhonarea. woweeds inWoemnUonarea. Watering Planting schedule requires frequent watering (wppmx.weekly Year 1.bimonthly Years 2and 3)for new facilities, and anneeded for established plantings nrdry periods Plants are established and thriving Pest Control Signs ofpests, such oowilting v,chewed leaves o,bark, spotting nrother indicators; emended pending period encouraging mosquitoes Plant community iopest-free when following anapproved Integrated Pest Management plan; biorotontivn functioning normally and pondin8 controlled woneeded for pest control Containment Berm and Earthen Slopes Erosion; Erosion occurring atearthen slopes o, containment berm side slope. Erosion onthe containment berm and side slopes has been repaired and the cause vrthe erosion corrected. Voids created uy nuisance animals (e.g..rodents) nrtree ,p*s Voids affecting berm integrity v,creating leaky pond condition Voids have been repaired; facility is free ofnuisance animals following an approved Integrated Pest Management plan. Settlement Any part nfthe containment berm top has less than Oinches offreeboard from the maximum pond level \othe top cxthe berm, Aminimum u[Oinches freeboard from the maximum pond level tothe top vf the berm. Amended Soil Sol[ nutrients Soil not providing plant nutrients. Soil providing plant nutrients. Bare spots Bare spots nnsoil inbioetenUonarea. wobare spots, biomtonUonarea covered with vegetation n,mulch mixed into the underlying soil. Compaction Poor infiltration due tusoil compaction inthe bion^tnntinnanun. wvsoil compaction inthe momtenUon area. Inspection Frequency Annually and after large storms, and an needed seasonally for pruning, plant maintenance, pest control and mcontrol leaf drop, evergreen needles etc. 8|oremninnfacility ixfunctioning normally; plant community is thriving andpoo�ree. 20|6Surface Water Design Manual —Ayyvndrx 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 32 - RAINWATER. HARVESTING BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Preventative Storage volume No rain water in storage unit at the beginning of the rain season. Maximum storage available at the beginning of the rain season (Oct. Collection Area Trash and debris Trash of debris on collection area may plug filter system Collection area clear of trash and debris. Filter Restricted or plugged Filter is partially or fully plugged preventing water from getting in to the storage unit. Filter is allowing collection water into storage unit. Inspection Frequency Annually and after large storms Rain harvesting equipment is functioning normally. Maintenance log A Maintenance log must be kept and available for review by KC staff. Maintenance log is kept and is available to KC staff. NO.33 - ROCK PAD BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Trash and debris accumulated on rock pad site. Rock pad site free of any trash or debris. Rock Pad Area Rock pad size Rock pad is not 2 feet by 3 feet by 6 inches thick or as designed. Rock pad is 2 feet by 3 feet by 6 inches thick or as designed. Vegetation Vegetation is seen growing in or through rock pad. No vegetation within rock pad area. Rock Exposed soil Soil can be seen through the rock pad. Full thickness of the rock pad is in place, no soil visible through rock pad. Inspection Frequency Annually and after large storms Rock pad is functioning normally. NO. 34 - SHEET FLOW BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Trash and debris accumulated on the sheet flow site. Sheet flow site free of any trash or debris. Sheet flow area Erosion Soil erosion occurring in sheet flow zone. Soil erosion is not occurring and rills and channels have been repaired. Concentrated flow Sheet flow is not occurring in the sheet flow zone. Sheet flow area is regraded to provide sheet flow. Inspection Frequency Annually and after large storms Rain harvesting equipment is functioning normally. 4/24/2016 A-40 2016 Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 35 - SPLASH BLOCK BMP Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Trash and debris accumulated on the splash block. Splash block site free of any trash or debris. Splash Block Dislodged Splash block moved from outlet of downspout. Splash block correctly positioned to catch discharge from downspout. Channeling Water coming off the splash block causing erosion. No erosion occurs from the splash block. Downspout water misdirected Water coming from the downspout is not discharging to the dispersal area. Water is discharging normally to the dispersal area. Inspection Frequency Annually and after large storms. Rain harvesting equipment is functioning normally. 2016 Surface Water Design Manual — Appendix A 4/24/2016 A-41 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND W0FACILITIES NO. 36- VEGETATED ROOF BMP (Retained from the 3009SW@M for reference) Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance isPerformed Preventative Vegetation Vegetation uvuewatered and pruned anneeded mmaintain healthy growth. Healthy vegetation growth with full coverage oadesigned. Site Trash and debris Trash and debris has accumulated nnthe vegetated roof. Vegetated roof free ufany trash or debris. Waterproof Membrane Leaking Waterproof membrane breached. Waterproof membrane has nutears o,holes allowing water through it. Drainage Layer Drainage pathway Drainage layer flow plugged o,obstructed. Drainage layer passing water with no obstruction. Drainage 0vommw Drainage nfoverflow ioobstructed. Overflow has noobstruction. Growth Media Compaction Soil inthe growth media area compacted. wnpart orthe growth media io compacted. Erosion Growth media washed out. Growth media innot being washed away. Nutrients Plants are not thriving. Growth media has proper nutrients msupport plant growth. vegmmonn Vegetation Type Vegetation species not succulents, grass, herbs, and/or wildflowers adapted toharsh conditions. Correct species nfvegetation in used. Vegetation Area Healthy vegetation covers less than 9OY6of vegetation area. Healthy vegetation no than 8OY6nfvegetation area. Undesirable Vegetation Weeds and other undesirable plants are invading more than 1OY6nfvegetated area. Noundesirable vegetation occurs i^ the vegetated area. No herbicides urpesticides used tocontrol undesirable vegetation. Special Vegetation Special vegetation not thriving. Special vegetation iokept healthy and inspected unfrequent schedule. Border Zone Aooeno Border zone limited byvegetation overgrowth o, other means. Border zone iukept open uo vegetated area ivaccessible. Gravel Stop Containment Gravel stop does not contain overflow q,divert it toodesigned outlet. Overflow water iaonly exits from the designed outlet. Inspection Frequency Annually and after large storms. Rain harvesting equipment iu functioning normally. Vegetation inspected monthly. Vegetation iskept healthy and 4/24/2016 2016 Sur -face Water Design Manual — Appendix A AAR TESTING AND INSPECTION, INC. 7128 180th Avenue Northeast, Suite C101 Redmond, Washington 98052 (425) 881-5812 0 (425) 881-5441 I F www.aartesting.com April 6, 2020 AAR Project Number: 20-134 Building Official City of Tukwila Building Department 6300 Southcenter Blvd Tukwila, Washington 98188 SUBJECT: Final Report IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila Permit No. D19-0350 .D I -635D This is to advise you that special inspections are completed on the above referenced project. The following inspections was required and copies of our inspection reports have been forwarded to you. Reinforced Concrete Proprietary Anchors - Epoxy Dowels To the best of our knowledge all work inspected conformed to City of Tukwila approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, AAR TESTING AND INSPECTION, INC. Thanh Kieu Teajalam (TJ) Gounden Assistant Project Manager President thanh@aartesting.com tgounden@aartesting.com cc: Sabey Construction, Matt Meile, mattm@sabey.com; Doug Gardner, dougg@sabey.com CONCRETE MATERIALS REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspection Date 02/28/2020 Report No. L00O22820A1 Inspectors Name Loren Chandler CUENT INFORMATION PROJECT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson/ La Russo Concrete Project No. Project Name Address City Permit No. 20-134 IGE-8 Loading Dock & Corridor LLO 32501 East Marginal Way South Tukwila D19-0350 Location Gridlines Field Remarks Lower pit slab and Curbs at dock Concrete place via chute and mechanically consolidated. FIELD TEST DATA Supplier Cal Portland Plant No. 291 Mix No. 63136 Truck No. 8298 Ticket No. 2293014 Load Size 6 Air Spec. (%) 3-6 Slump Spec. (In.) 4 +/- 1 Curing Method Interior heated bldg Nominal Size (In.) 4X8 Batch Time 09:37 AM Set No. 1/1 Sample Yardage 3 Total Yardage 6 Ambient Temp. co 41 Concrete Temp. (°F) 64 Air Content (%) 4.8 Slump (In.) 4-1/2" Min. Temp. ('F) Max Temp. ('F) Sample Time 10:30 AM FIELD TESTS PERFORMED (ASTM) Concrete Shotcrete CDF Grout Nonshrink Grout C31 C138 C1140 D4832 C109 C109 C143 C372 C1019 C173 C231 C31 C1064 C1611 C1621 C1758 STRENGTH REQUIREMENTS Mix Design Strength 4000 Specified Strength (f'c) 3000 @ 28 Days Mix Design Approved Yes REPORTED BATCH WEIGHTS PER CUBIC YARD Product Info. Design Actual Cement Slag / Fly Ash Sand Aggregate Aggregate Aggregate Water Admixture Admixture Admixture AEA Allowed Water (Gal) 22.8 By Whom Contractor (LaRusso) Added Water (Gal) 7 Sample ID Date Tested Age (days) Diameter / Width (in.) Length (in.) Height (in.) Unit Weight Correction Factor Area (in2) Max Load (Ibs.) Strength (psi) Fracture Type Tested By Capping Method C-1231 C00941 A 3/6/2020 7 4.00 8.0 1.00 12.56 43,130 3,430 5 Chris London C00941 8 3/27/2020 28 4.00 8.0 1.00 12.56 62,710 4,990 C00941 C 3/27/2020 28 4.00 8.0 1.00 12.56 61,460 4,890 Compressive Strength Method C-39 C00941 D 3/27/2020 28 4.00 8.0 1.00 12.56 61,570 4,900 C00941 E H Other Field Cures Lab Remarks Reviewed By: Average Strength 4,930 04/03/2020 1:03:19 PM Nick Averill Date CONFORMING NON -CONFORMING y CONCRETE MATERIALS REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson/ LaRusso concrete Inspection Date 03/05/2020 Report Number LDC030520A1 PROJECT INFORMATION Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 LOCATION / REMARKS Location Gridline Field Remarks Upper slab on grade at loading dock Concrete placed via chute and mechanically consolidated. FIELD TESTS PERFORMED Concrete O ASTM C172 O ASTM C31 Supplier Plant No. Mix No. Truck No. Ticket No. Load Size Air Spec. (%) ASTM C1064 O ASTM C143 O ASTM C231 FIELD TEST DATA Cal Portland 291 63136 7428 2296331 9 3-6 Slump Spec. (In.) 4 Curing Method Cure box Nominal Size (In.) 4X8 Set No. 1/1 Sample Yardage 6 Total Yardage 14 Ambient Temp. (°F) 39 Concrete Temp. (°F) 64 Air Content (%) 5.1 Slump (Iin.) 5 Min. Temp. (°F) Max. Temp. (°F) Batch Time Sample Time 08:39 AM 09:25 AM REPORT BATCH WEIGHTS Mix Design Strength (psi) Mix Design Approved 4000 Specified Strength (f'c) 3000 Yes Specified Strength Age (day) 28 REPORT BATCH DATA Allowed Water (Gal) 27.00 Mix Batch Weight Conforming? Yes Added Water (Gal) 15.00 By Whom Contractor SAMPLE AGES 7 28 28 28 Hold SIGNATURE Inspectors Name Loren Chandler Report Complete Date 03/05/2020 DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson INSPECTION TYPE(S) 0 Reinforced Concrete Weather Cloudy Inspection Date 03/05/2020 Report Number LDC030520A PROJECT INFORMATION Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 STRUCTURE(S) / LOCATION(S) Upper slab on grade at loading dock Temperature (°F) 37 Start Time 06:30 AM End Time DRAWINGS / DOCUMENTS REFERENCED A-004, S1.1, S2.1, S2.2 INSPECTION OBSERVATION / REMARKS Verified reinforcing steel was placed in conformance for size, grade, spacing, splicing and clearances. Round dowel slip joint locations omitted pending engineer approval. Contractor elected to place tooled joints at these locations instead. Concrete placed via chute and mechanically consolidated. 0 Items inspected are in conformance with approved plans, specifications and jurisdictional requirements Pending Structural Engineer approval Inspectors Signature Inspectors Name Report Date Loren Chandler 03/05/2020 Reviewers Signature Reviewed By Teajalam (TJ) Gounden Reviewed Date DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspectors Name Report Date Inspectors Signature Loren Chandler 03/05/2020 Inspection Date 03/05/2020 Report Number LDC030520A Reviewers Signature Reviewed By Reviewed Date Teajalam (TJ) Gounden CB75D3CO-ECF3-4A15-BED5-54B6421F9EAA DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson INSPECTION TYPE(S) 0 Reinforcing Steel Weather Overcast Inspection Date 03/04/2020 Report Number LDC030420A PROJECT INFORMATION Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 STRUCTURE(S) / LOCATION(S) Upper Dock slab on grade Temperature (°F) Start Time 06:45 AM End Time DRAWINGS / DOCUMENTS REFERENCED A-004, S1.1, S2.1, S2.2 INSPECTION OBSERVATION / REMARKS Resteel placed in conformance for size, grade, spacing, and splicing. Clearances from ground need to be adjusted to have 3" clear. Slip dowels omitted. Contractor to adjust clearances and contact engineer regarding slip dowel to tooling joint changes.AAR to reinspect prior to placement. Q Report conforms with exceptions Pending Structural Engineer approval Inspectors Signature Inspectors Name Report Date Loren Chandler 03/06/2020 Reviewers Signature Reviewed By Reviewed Date Teajalam (Tl) Gounden 03/06/2020 f Inspectors Signature DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspectors Name Report Date Loren Chandler 03/06/2020 Reviewers Signature Inspection Date 03/04/2020 Report Number LDC030420A Reviewed By Reviewed Date Teajalam (TJ) Gounden 03/06/2020 5D8EFCEE-E4E6-46F8-90D1-676A22EAB85C CONCRETE MATERIALS REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspection Date 02/28/2020 Report No. LDCO22820A1 Inspectors Name Loren Chandler CUENT INFORMATION PROJECT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson/ La Russo Concrete Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 Location Gridlines Field Remarks Lower pit slab and Curbs at dock Concrete place via chute and mechanically consolidated. FIELD TEST DATA Supplier Cal Portland Plant No. 291 Mix No. 63136 Truck No. 8298 Ticket No. 2293014 Load Size 6 Air Spec. (%) 3-6 Slump Spec. (In.) 4 +/- 1 Curing Method Interior heated bldg Nominal Size (In.) 4X8 Batch Time 09:37 AM Set No. 1/1 Sample Yardage 3 Total Yardage 6 Ambient Temp.('F) 41 Concrete Temp. ('F) 64 Air Content (%) 4.8 Slump (In.) 4-1/2" Min. Temp. ('F) Max Temp. co Sample Time 10:30 AM FIELD TESTS PERFORMED (ASTM) Concrete Shotcrete CDF Grout Nonshrink Grout C31 C138 C1140 D4832 C109 C109 C143 C172 C1019 C173 Q31 C31 C1064 C1611 C1621 C1758 STRENGTH REQUIREMENTS Mix Design Strength 4000 Specified Strength We) 3000 @ 28 Days Mix Design Approved Yes REPORTED BATCH WEIGHTS PER CUBIC YARD Product Info. Design Actual Cement Slag / Fly Ash Sand Aggregate Aggregate Aggregate Water Admixture Admixture Admixture AEA Allowed Water (Gal) 22.8 By Whom Contractor (LaRusso) Added Water (Gal) 7 Sample ID Date Tested Age (days) Diameter / Width (in.) Length (in.) Height (in.) Unit Weight Correction Factor Area (in2) Max Load (Ibs.) Strength (psl) Fracture Type Tested By Capping Method C-1231 C00941 A 3/6/2020 7 4.00 8.0 1.00 12.56 43,130 3,430 5 Chris London C00941 B 3/27/2020 28 C00941 C 3/27/2020 28 Compressive Strength Method C-39 C00941 D 3/27/2020 28 C00941 E H Other Field Cures Lab Remarks Reviewed By: Average Strength 03/07/2020 8:30:03 PM Nick Averill Date CONFORMING NON -CONFORMING CONCRETE MATERIALS REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspection Date 03/05/2020 Report No. CDC030520A1 Inspectors Name Loren Chandler CUENT INFORMATION PROJECT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson/ taRusso concrete Project No. Project Name Address city Permit No. 20-134 tGE.B Loading Dock & Corridor ILO 12501 East Marginal Way South Tukwila D19-0350 Location Gridlines Field Remarks Upper slab on grade at loading dock Concrete placed via chute and mechanically consolidated. FIELD TEST DATA Supplier Cal Portland Plant No. 291 Mix No. 63136 Truck No. 7428 Ticket No. 2296331 Load 5lte 9 Air Spec. (%) 3-6 Slump Spec. (In.) 4 t/- 1 Curing Method Cure bon Nominal Site (In.) 4X8 Batch Time 08:39 AM Set No. 1/1 Sample Yardage 6 Total Yardage 14 Ambient Temp. ('F) 39 Concrete Temp. ('F) 64 Air Content (%) 5.1 Slump (In.) 5 Min. Temp. ('F) Max Temp. ('F) Sample Time 09:25 AM FIELD TESTS PERFORMED (ASTM) Concrete Shotcrete CDF Grout Nonshrink Grout 01 C138 C1140 D4832 C109 C109 C143 C172 C1019 C173 C231 C31 C1064 C1611 C1621 C1758 STRENGTH REQUIREMENTS Mix Design Strength 4000 Specified Strength (Pc) 3000 @ 28 Days Mix Design Approved Yes REPORTED BATCH WEIGHTS PER CUBIC YARD Product Into. Design _-- --_ --- --_ --_ _-_ --- --- Admlxture Admixture �-,--111= Sample ID Date Tested Age (days) Diameter / Width (in.) Length (in.) Height (In.) Unit Weight Correction Factor Area (in2) Max Load (Ibs.) Strength (psi) Fracture Type Tested By Capping Method C-1231 C00987 A 3/12/2020 7 4.01 8.0 1.00 12.62 43,660 3,460 1 Chris London C00987 B 4/2/2020 28 C00987 C 4/2/2020 28 Compressive Strength Method C-39 C00987 D 4/2/2020 28 C00987 E H Other Field Cures Lab Remarks Reviewed By: Average Strength 03/15/2020 11:31:53 PM Nick Averill Date CONFORMING NON -CONFORMING CONCRETE MATERIALS REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson/ La Russo Concrete Inspection Date 02/28/2020 Report Number LDCO22820A1 PROJECT INFORMATION Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 LOCATION / REMARKS Location Gridline Field Remarks Lower pit slab and CUrbs at dock N/A Concrete place via chute and mechanically consolidated. 5 cylinders cast for compressive strength testing. FIELD TESTS PERFORMED Concrete O ASTM C172 O ASTM C31 Supplier Plant No. Mix No. Truck No. Ticket No. Load Size Air Spec. (%) O ASTM C1064 O ASTM C143 O ASTM C231 FIELD TEST DATA Cal Portland 291 63136 8298 2293014 6 3-6 Slump Spec. (In.) Curing Method Nominal Size (In.) Set No. Sample Yardage Total Yardage Ambient Temp. (°F) 4 +/-1 Concrete Temp. (°F) 64 Interior heated bldg Air Content (%) 4.8 2X4 Slump (In.) 4-1/2" 1/1 Min. Temp. (°F) 3 Max. Temp. (°F) 6 Batch Time 41 Sample Time 09:37 AM 10:30 AM REPORT BATCH WEIGHTS Mix Design Strength (psi) Mix Design Approved 4000 Specified Strength (f'c) 3000 Yes Specified Strength Age (day) 28 REPORT BATCH DATA Allowed Water (Gal) 22.80 Mix Batch Weight Conforming? Yes Added Water (Gal) 7.00 By Whom Contractor (LaRusso) SAMPLE AGES 7 28 28 Specify field cures, if any (Ex: 3000 @ 3-day): N/A 28 Hold SIGNATURE Inspectors Name Loren Chandler Report Complete Date 02/28/2020 DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Inspection Date 02/28/2020 Report Number Ldc022820A PROJECT INFORMATION Matt Meile Project No. 20-134 Sabey Corporate Development Project Name IGE-B Loading Dock & Corridor LLO 12201 Tukwila International Blvd 4th Floor Address 12501 East Marginal Way South Seattle City Tukwila Ferguson Permit No. D19-0350 INSPECTION TYPE(S) Concrete Placement Reinforcing Steel Weather Overcast STRUCTURE(S) / LOCATION(S) Lower pit slab and curbs at dock Lower pit slab and curbs at dock Temperature (°F) 41 Start Time 09:15 AM End Time DRAWINGS / DOCUMENTS REFERENCED A-004, S1.1, S2.1 INSPECTION OBSERVATION / REMARKS Reinforcing steel found placed in conformance for size, grade, spacing, splicing and clearances. Concrete placed via chute and mechanically consolidated. a Items inspected are in conformance with approved plans, specifications and jurisdictional requirements InspectorsSignature Inspectors Name Report Date Loren Chandler 02/28/2020 Reviewers Signature Reviewed By Reviewed Date Teajalam (Ti) Gounden DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspectors Name Report Date Inspectors Signature Loren Chandler 02/28/2020 Reviewers Signature Inspection Date 02/28/2020 Report Number Ldc022820A Curbs Reviewed By Reviewed Date Teajalam (T_) Gounden DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 CLIENT INFORMATION Contact Company Address City Contractor Matt Meile Sabey Corporate Development 12201 Tukwila International Blvd 4th Floor Seattle Ferguson INSPECTION TYPE(S) a Proprietary Anchors - Epoxy Dowels Weather Sunny Inspection Date 02/26/2020 Report Number LDCO22620B PROJECT INFORMATION Project No. Project Name Address City Permit No. 20-134 IGE-B Loading Dock & Corridor LLO 12501 East Marginal Way South Tukwila D19-0350 STRUCTURE(S) / LOCATION(S) Existing Footing and wall connection to new upper and pit slabs Temperature (°F) 48 Start Time 11:45 AM End Time DRAWINGS / DOCUMENTS REFERENCED S1.1, S2.1, S2.2, ESR# 3187 INSPECTION OBSERVATION / REMARKS Verified epoxy to be Hilti HIT HY 200-R, exp: 04/2020. Verified hole cleanliness and minimum embedments of 4". Observed placement of epoxy and #4 bars forming a fully encapsulated system. (7) #4 bars were installed for upper slab and (4) #4 for pit slab connections to existing building wall and footing. a Items inspected are in conformance with approved plans, specifications and jurisdictional requirements Inspectors Name Report Date Inspectors Signature Loren Chandler 02/26/2020 Reviewers Signature Reviewed By Reviewed Date Teajalam (T3) Gounden 02/27/2020 L) DAILY FIELD REPORT AAR TESTING AND INSPECTION, INC. 7126 180th Ave NE, Suite C101 Redmond, WA 98052 425-881-5812 Inspectors Name Report Date Inspectors Signature Loren Chandler 02/26/2020 Reviewers Signature Inspection Date 02/26/2020 Report Number LDCO22620B Reviewed By Reviewed Date Teajalam (Ty) Gounden 02/27/2020 iL; AILSb-PF39-4983-B35F-16398E5B542F City of Tukwila Department of Community Development November 27, 2019 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 19-0350 LOADING DOCK - 12500 35TH AVE S Dear TOM SPADER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide engineer's signature and date -of -signature on the engineer's stamp on sheet C-1.0 and provide engineers date of signature on all engineer's "S" sheets. See general note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since Public Works fee is based on the percentage of site construction cost please enter the cost site improvement construction on the 1st page of the attached PW Bulletin A2. • 2) Please update your Storm Water Pollution Prevention Manual (SWPP) manual per Appendix "A" of KC storm water Design Manual or add BMPs to your current manual (oil absorbing booms, smart sponges, etc.). If you have questions regarding the requirement please contact Russell Betteridge, Public Works NPDS Inspector directly at (206) 433-7195 office, or (206) 713-1793 cell, or via email: Russell.Betteridge@TukwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that twoj2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Frankie Alexander Permit Technician File No. D19-0350 6300 Southcenter ,Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SAB EY November 16, 2019 City of Tukwila Department of Community Development Attn: Frankie Alexander 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Correction Letter #1 Permit Application Number D19-0350 Loading Dock at Intergate East II — 12500 35th Ave 5 Dear Ms. Alexander, Below are responses to the corrections letter we received from your office dated November 27, 2019 for project No. D19-0350, Building Department 1. Signatures and dates have been added to the civil and structural engineers plans. Public Works Department 1. Please find enclosed a completed PW Bulletin A2, as requested. 2. Please find enclosed a copy of our SWPP for this site. We have worked with Russell Betteridge, Public Works NPDS Inspector, to complete this manual. Additional revisions to plans: Additional changes have been made to the plans, in addition to the corrections made for the comments referenced above. The new ramp and stairs on the west side of the building have been removed from the scope of this project. This change had been reflected on all pages of this plan set. This concludes our responses to the comments provided. Please review and let us know if you need any additional information. Sincerely, Sabey Architecture Th. 1. -issh4 Thomas L. Spader AIA, NCARB, LEED Green Associate Senior Architectural Project Manager ORREC ION LTR# RECEIVED CITY OF TUKWILA DEC 16 2019 PERP,IIFF CENTER b 1-- 0 3 50 12201 Tukwila Intl Blvd - 4 Floor, Seattle, WA 98168 T 206,281.8700 F 206,282.9951 W sabey.com Data Centers / Real Estate / Technology ' PERM:i COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0350 PROJECT NAME: LOADING DOCK SITE ADDRESS: 12500 35 AVE S Original Plan Submittal Response to Correction Letter # DATE: 01/242020 Revision # _ Revision # before Permit Issued after Permit Issued DEPARTN1E TS: Pucfding Division NI* t* Public Works Fire Prevention Structural Planning Division Permit Coordinator 111 FRELirvii NARY REVIEW; Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01/23/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: REVIEWER'S INITIALS: DUE DATE: 03/05/20 Approved with Conditions Denied (ie: Zoning Issues) DATE: Fire Fees Apply Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping D PW Li Staff Initials: 12/18/2013 °PERMIT CM COPY PLAN REVIEW/ROUTES G SLIP PERMIT NUMBER: D19-0350 DATE: 12/16/19 PROJECT NAME: LOADING DOCK SITE ADDRESS: 12500 35 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Bui ding Division Oic NI If -It PRELIMINARY REVIEW: Fire Prevention Structural Not Applicable (no approval/review required) Planning Division Permit Coordinator 111 DATE: 12/17/19 Structural Review Required REVIEWER'S IN TIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 01/14/20 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW Staff Initials: 12/18/2013 f 3ERNIFT rT, RD rOPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0350 PROJECT NAME: LOADING DOCK SITE ADDRESS: 12500 35TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # DATE: 11/01/2019 Revision # before Permit Issued after Permit Issued DEPARTMENTS: p (1-- Buildin Division ,1 Public Works Works kikik Fire Prevention Structural JkV Planning Divisio Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S 'INITIALS: DATE: 11/05/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews n Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 12/03/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW OZ( Staff'Initials: )2/18/2013 PROJECT NAME: 1,0aS SITE ADDRESS: 1,1-s00 PERMIT NO: / 1) 0-039) ORIGINAL ISSUE DATE: 1—q-200 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS 1 1;4 t Summary of Revision: to , CALtir AciAavtfc CZ bvivela- " * 1,1.,-. ei Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 2 Plan Check/Permit Number: El Response to Incomplete Letter Response to Correction Letter # [11 Revision # I after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: L Oct Plf/C4C Project Address: 12 Soo "55 Contact Person: 1-0,71 5fieWee Summary of Revision: )4&v1-4 6601(i'd-6,/ lq- .035-o Phone Number: 7-194 2- 7 7- 52-71 Circ.-655 42 € F., &tedr IC‘C ilzed I leoi e Ne4A) date/ . ( r deaf - RECEIVED CITY OF TUKWILA JAN 2 2 2029 PERMIT CENTER Sheet Number(s): -/00.( //0 ( "Cloud" or highlight all areas of revision including dateofrevisi Received at the City of Tukwila Permit Center by: S--Entered in TRAKiT on W:Termit CenteesTemplates1Forms \ Revision Submittal Form.doe Revised: August 2015 Date: 0 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D19-0350 Response to Incomplete Letter # Response to Correction Letter # 1 LI Revision # after Permit is Issued LI Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: Loading Dock Project Address: 12500 35th Ave S Contact Person: Tom Spader Phone Number: 206-277-5271 Summary of Revision: - Included engineers' signatures and dates on all stamps. See civil and structural plans. - Included completed PW Bulletin A2. - Worked with Russell Betteridge to complete SWPP for site. RECEIVED - Removed new ramp and stairs from scope of project. CITY OF TUKWILA DEC 1 6 2019 PERMIT CENTER Sheet Number(s): All sheets have revisions and are noted as such. "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Petiotit Center by: Entered in TRAKiT on GAArchitecture\ArcbCtraphix \ Sabey Owned Buildings \ lotergate PastUGE_II_GH3Marketing \CellNetix \Loading Dock Permit Set \Comments\Revision Submittal DI9-0350.doc Revised: August 2015 tabor s Industries (https://lni.wa.qov) (1.1 usacLors SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT1 BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SA BEY; JOHN D SABEY; PATRICIA SEWELL; License Verily the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License spec ies GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2021 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurarice National Fire Ins of Hartford Policy no. 2094061165 Received by L&I 10/20/2019 Insurance history Savings (in lieu of bond) $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date 11/0112016 Expiration date 04/30/2021 $6,000 00 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. ARCHITECTURAL AC ASPHALTIC CONCRETE ID INSIDE DIAMETER ARCHITECT I DESIGNER: STRUCTURAL ENGINEER: SABEY ARCHITECTURE ENGINEERS NORTH INC., P.S. A-001 COVER SHEET AND PROJECT INFORMATION ACC ACP ACCESSIBLE ACOUSTICAL CEILING PANEL INCL INCLUDE, INCLUDING 12201 TUKWILA INT'L BLVD, FOURTH FLOOR 9725 THIRD AVE NE, SUITE 207 A-002 NOTES AND SPECIFICATIONS ACST ACOUST CAL INFO NSUL INFORMATION NSULATE, INSULATION SEATTLE, WA 98168 SEATTLE, WA 98115 A-003 DEMO SITE PLAN, SITE PLAN AD AREA DRAIN NT NTERIOR TEL: (206) 281-8700 TEL: (206) 525-7560 BUILDING SECTION INDICATOR WALL SECTION INDICATOR ADDM ADJ ADDENDUM ADJUSTABLE M INDIRECT WASTE DRAIN FAX: (206) 282-9951 FAX: (206) 522-6698 ATTN: TOM SPADER ATTN: DANIEL LAKE RIOR ELEVATION 1__. �... �.. 100 DEMO FLOOR PLAN AFF ABOVE FINISHED FLOOR JAN JANITOR EMAIL: TOMS@SABEY.COM EMAIL: DANL@ENGINEERSNW.COM rx_xl� AHU AIR HANDLING UNIT JT JOINT A-100.1 FLOO PLAN ---- A-XX$ ALT ALUM ALTERNATE ALUMINUM KIT KITCHEN BUILDING OWNER: CIVIL ENGINEER: AND DETAILS ANOD ANODIZED INTERNATIONAL GATEWAY EAST ESM CONSULTING ENGINEERS A-601 DOOR SCHEDULE AND DETAILS APPROX APPROXIMATE L LONG 12201 TUKWILA INT'L BLVD, FOURTH FLOOR 33400 8TH AVE S, SUITE 205 APT APARTMENT LAM LAMINATE, LAMINATED SEATTLE, WA 98168 FEDERAL WAY, WA 98003 ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR ARCH AUTO AV ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL LAU LAV LT LAUNDRY LAVATORY LIGHT TEL: (206) 281-8700 TEL: (253) 838-6113 FAX: (206) 282-9951 FAX: (253) 838-7104 CIVIL C-1.0 GRADING AND UTILITY PLAN XX AW P ACOUSTICAL WALL PANEL(S) LTG LIGHTING ATTN: DEBBIE SABEY ATTN: LAURA BARTENHAGEN EMAIL: DEBBIES@SABEY.COM EMAIL: LAURA.BARTENHAGEN@ESMCIVIL.COM �A- BB BULLETIN BOARD MAS MASONRY STRUCTURAL BD BOARD MATL MATERIAL GENERAL CONTRACTOR: S1.1 PARTIAL FOUNDATION PLAN AND GENERAL NOTES BLDG BUILDING MAX MAXIMUM SABEY CONSTRUCTION BLKG BLOCKING MECH MECHANICAL 12201 TUKWILA INT'L BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, S2.1 FOUNDATION SECTIONS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOT BOTTOM OF BOTTOM MED MEMB MEDIUM MEMBRANE SEATTLE, WA 98168 LIFE SAFETY PERMITS UNDER SEPERATE TEL: (206) 281-8700 SUBMITTALS. S2.2 FOUNDATION SECTIONS BRG BEARING MEZZ MEZZANINE FAX: (206) 282-9951 MATCH LINE __7EE Ax BRZ BSMT BRONZE BASEMENT MGT MFL MANAGEMENT MAXIMUM FORESEEABLE LOSS ATTN: DOUG GARDNER XX/A-XXX BUR BUILT UP ROOFING MFR MANUFACTURE,MANUFACTURER EMAIL: DOUGG@SABEY.COM MH MANHOLE MATCH LINE INDICATOR ICO DRAWING REVISION IND A CAB CB CEM CABINET CATCH BASIN CEMENT, CEMENTITIOUS MIN MISC MO MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING - -- — ----- CER CG CERAMIC CORNER GUARD IMS MTD MOP SINK MOUNTED BUILDING ADDRESS VICINITY MAP CH COATHOOK MTL METAL CI CASTIRON MVBL MOVABLE ci CONTROLJOINT CIP CAST -IN -PLACE N NORTH CL CENTERLINE NIC NOT IN CONTRACT INTERGATE.EAST 11, BUILDING B EXISTING COLUMN GRIDLINE INDKIATOR NEW COLUMN GRIDLINE INDICATOA CLG CEILING NO NUMBER 12501 EAST MARGINAL WAY SOUTH CLO CLR CLOSET CLEAR NOM NTS NOMINAL NOT TO SCALE TUKWILA, WA 98168 LA EL EL. CMU CO CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING OC ON CENTER COL COLUMN OH OVERHEAD COMM COMMUNICATION DO OUTSIDE DIAMETER CONC CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONN CONNECTION, CONNECT OPP OPPOSITE CONSTR CONT CONSTRUCTION CONTINUOUS, CONTINUE ORD OTS OVERFLOW ROOF DRAIN OPEN TO STRUCTURE V EQUIPMENT INDICATOR CORR CORRIDOR ABOVE ROOM NAME FIXTURE INDICATOR CPT CSWK CARPET CASEWORK PBD PARTICLEBOARD CTR CENTER PRCST PRECAST SCOPE OF WORK FURNITURE INDICATOR CU CUBIC PD PLANTER DRAIN GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PERP PLAM PERPENDICULAR PLASTIC LAMINATE t ROOM INDICATOR MISCELLANEOUS INDICATORS DBL DOUBLE PLAS PLYWD PLASTER PLYWOOD NEW LOADING DOCK AND ASSOCIATED INTERIOR IMPROVEMENTS WITH ASSOCIATED SITE IMPROVEMENTS. DEMO DEMOLISH, DEMOLITION PNL PANEL EXTEND EXISTING EXIT CORRIDOR. DET DF DETAIL DRINKING FOUNTAIN PL PROPERTY LINE Z DIA DIAMETER PR PAIR DIAG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY (DOOR) OPENING INDICATOR FINISH INDICATOR DIV DMPF DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING PT PTIN PAINT, POINT, PRESSURE TREATED PARTITION ON DR DOWN DOOR, DRESSING ROOM R RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN LATONA DW DISHWASHER RD ROOF DRAIN, ROAD WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DWR DRAWING DRAWER REF REF REINF REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING F-1 W U�lkl A ERIA (PER FINISH LEGEND) T L E EAST REQD REQUIRED NJ SH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION REV RFG REVISED, REVISION ROOFING 4F FINISHING SYSTEM Ei EXPANSION JOINT RM RD ROOM ROUGH OPENING ...... EL ELEVATION RT RIGHT CODE AND BUILDING INFORMATION HE GHT ELEC ELECTRIC, E LECTRICAL WALL TYPE INDICATOR CEILING HEIGHT/MATERIALIFINISH INDICATOR ELEV ENCL EP EO EQUIP ELEVATOR ENCLOSE,ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT S SCWD SCHED SO SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN PROJECT NAME: IGE-11 B LOADING DOCK QFE MOUNTED TO WALL ESCAL ESCALATOR SECT SECTION WITH BRACKET EXH EXHAUST SG SAFETY GLASS SITE ZONING: MIC/L FEC EXP EXPANSION, EXPOSED SGL SINGLE r-r— IN WALL -MOUNTED EXIST EXISTING SHT SHEET KING COUNTY ASSESSOR'S PARCEL NUMBERS: 734560-0430 KEYNOTE CABINET FIRE FA FIRE ALARM SHTHG Sim SPEC SHEATHING SIMILAR SPECIFICATION APPLICABLE CODES: - - --------------------- FXTINGI 112 FCIO FURNISHED BY CONTRACTOR/ SPKLR SPRINKLER BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) INSTALLED BY OWNER SPKR SPEAKER (PROPERTY) LEGAL DESCRIPTION (NON -RATED FD FLOOR DRAIN SQ SS SQUARE SERVICE SINK MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE WAC 51-52) EXISTING TO REMAIN (SHOWN PARTITIOM --- (1-HOUR TED PARTITIOgkT FDC FIRE DEPARTMENT CONNECTION SST STC STAINLESS STEEL SOUND TRANSMISSION CLASS PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) SHADED) (2-HOUR ED FDTN FOUNDATION STD STANDARD ------------------------- 11 P PARTITIO a FE FEC FIRE EXTINGUISHER FIRE EXTINGUISHER STL STEEL ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS RIVERTON ADD PORTION OF LOTS 17 THRU 24 OF BLOCK 7 - BEING PORTION OF REVISED LOT B OF CITY — - ---- Z --- (3-HOUR TED STOR STORAGE OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 EXISTING TO BE DEMOLISHED PARTITIO MTED FH CABINET FIRE HYDRANT STRUCT STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE IWAC 51-1 1C) PLAT BLOCK: 7 (SHOWN (4-HOUR FHC FIRE HOSE CABINET SUSP SUSPENDED PLAT LOT: 17 THRU 24 DASHED) PARTITION) FIG FIGURE T TREAD, TEMPERED FIRE CODE: 2015 INTERNATIONAL FIRE CODE IWAC 51-54A) SMOKE BARRIER SMOKE FIN FLEX FINISH, FINISHED FLEXIBLE T&G TEL TONGUE AND GROOVE TELEPHONE FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE FILE NEW PARTITION FLR FLUOR FO FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING TEMP TER THK TEMPERATURE, TEMPORARY TERRAZZO THICK, THICKNESS ACCESSIBILITY WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) CODE: Permit No. REVISION$ Plan review approval is subject to errors and omissions Approval of construction documents does TYPE OF WORK PARTITIONS FDIC FP FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR TO FIRE PROTECTION, FIREPROOF TSTAT TV TOP OF THERMOSTAT TELEVISION USE GROUP AND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP No :':a:z�: srla;i the llaoe to Me scope im authoriZe the victiation of any adopted coos or v �Feil �Copyand T kwila Building D-s,on �96110 n ledg ecti of vvor� A frout ,� C - 31.10rovil or Me ordinance ReApi of op� n W-1 p;1 FIR FRAME, FIRE RATED TYP TYPICAL OCCUPANCY: B (OFFICE) NOTE: 6�K_o RCP SYMBOLS FRMG FRAMING Revisions will reaulfe a new plan FRT FIRE RETARDANT TREATED U/C UNDER COUNTER EXISTING TYPE OF CONSTRUCTION: submittal anc mav,ncluae �90j!T,onal Plan review. Date /Z 410 FT FTG FOOT, FEET FOOTING UGND UNDERGROUND ICC CONSTRUCTION TYPE VB FLIT FUTURE UNFIN UNFINISHED CEILING -MOUNTED HVAC DIFFUSERS (SIZE AND TYPE PER FVC FIRE HOSE VALVE CABINET LON UNLESS OTHERWISE NOTED NUMBER OF STORIES: — - - - ------- 2X2'FLUORESCENT LIGHT CEILING -MOUNTED TX4� FLUORESCENT LIGHT MECHANICAL 6� DRAWINGS) V�11 FWC FWP GA FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE VERT VEST VNR VERTICAL VESTIBULE VENEER STORIES ABOVE GRADE PLANE: 2 STORIES BELOW GRADE PLANE: 0 SEISMIC DESIGN CATEGORY: 11 A GENERAL NOTES 0 CEILING -MOUNTED GALV GALVANIZED VR VAPOR RETARDER D VX4'FLUORESCENT LIGHT GEN GENERAL, GENERATOR VWC VINYL WALLCOVERING 1 . DO NOT SCALE THE DRAWINGS. (HIDDEN) CEILING -MOUNTED HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER GFRC GLASS -FIBER REINFORCED CONCRETE W WEST, WIDE E W/ WITH PROPOSED AREA OF REMODEL: STRIP FLUORESCENT LIGHT MECHANICAL GFRG GLASS -FIBER REINFORCED GYPSUM W/o WITHOUT 918 SF OF INTERIOR PROJECT AREA (EXPOSED) CEILING -MOUNTED DRAWINGS) GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING CORE AND SHELL FIRE RATINGS: 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. STRIP FLUORESCENT LIGHT WALL -MOUNTED CEILING -MOUNTED HVAC ITEMS GL REINFORCED PLASTIC GLASS WD WH WOOD WALLHYDRANT EXISTING - NO CHANGE 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE STRIP FLUORESCENT GYP GYPSUM WP WEATHERPROOF, WATERPROOF, INTERIOR FINISHES: SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATEREVISIONN00-1 LIGHT GYPBD GYPSUM BOARD WATERPROOFING, WORK POINT PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY 0 DOWNLIGHT FA7 V_N WR WT WATER RESISTANT WEIGHT THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. H HB HIGH HOSE BIBB WWF WELDED WIRE FABRIC PARKING: 4� DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS ACCENT CEILING ACCESS PANEL HCWD HOLLOW CORE WOOD TWO PARKING STALLS REMOVED. OVERALL PARKING PROVIDED - 770 STALLS. OVERALL PARKING REQUIRED - OTHERWISE INDICATED. DOWNLIGHT -MOUNTED HD HAND DRYER XFMR TRANSFORMER 496 STALLS. 0> WALL -WASHER HDBD HARDBOARD 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE nECIFIVED DOWNLIGHT HOW HARDWARE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE CITY OF WIWILA SCONCE -TYPE 6 x HDWD HARDWOOD OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED (WALL -MOUNTED) HM HOLLOW METAL OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. JAN 22 LIGHT HO HOLD OPEN 2020 (9 CEILING -MOUNTED EXIT CEILING -MOUNTED FIRE SPRINKLER HORIZ HR HORIZONTAL HOUR 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE LIGHT HT HEIGHT CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL PERIMT CENTER I 0 WALL -MOUNTED EXIT HVAC HEATING, VENTILATING, REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED LIGHT AND AIR PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. CONDITIONING STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.rom REGISTERED /�R TECT] C T �Tl DERSON KARA M. NE)LERSON] _=INGTON LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 SEPARATE PERMIT REqUIRED FOR: Mechanical Electrical Plumbing Gas Piping City ofTukW[a I BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 C �ty If T11, I BUILDING DIVISION, 2 1; 111VAY,"IENSION 1 51Z PERMIT REVISIONS fiIEV. DATE DESCRIPTION ISSUE DATE: 10130119 DRAWN BY: TS CHECKEDBY: TS APPROVEDBY: KA PROJECT NO: All drawings and written material appearing herein constitute the orginal and unpublished work ofthe Sabey Corporation and 'he same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION 1 2 3 4 5 6 7 a 9 10 A IT C D A Ii �:R DIVISION I -GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTORS RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLYWITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION 11 - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB.1CU. FT.,' THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS I DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE.050" HORIZONTAL AND.030- VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY 6. SHELF EDGING TO BE VINYL. DIVISION Vill - DOORS AND WINDOWS 08210 -WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE, ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'$ GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LION DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1 . INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2.'WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 1 ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, LON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 7. ALL DRYWALL TO BE 518" TYPE'X'UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSINGIPENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 11 . NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: A. SYSTEM DESCRIPTION: 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURERS PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800)� B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: I.RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION, C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5�0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING T-O" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED F. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL"FR-S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. H.REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. 0645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE, 6. ALL MATERIALS SHALL HAVE CLASS I FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8"IN iz-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1, PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 114"OVER 10' 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4"OVER 10% 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B"CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL7 (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-13 "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM LION. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RELITIES TO RECEIVE V MINI -BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW, 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS,ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS. 5� ALL NEW WATER HEATERS ARE 0 BE INSTALLED WITH DRIP PAN. 6.ALL PLUMBING FIXTURES TO ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-1-13, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT, 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED LION. 6. GFI CIRCUITS TO BE LOCATED 24"FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND"OUTUETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND -DEDICATED' OUTLETS FOR 'CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, LION. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANrs VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19� THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWERIDATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48"A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, LION. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE, 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ncr SABEY SABEY ARCHITECTURE 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.corn 1114 REGISTERED I FA&I FCT KARA M. ANDER-S ' 06N " , 6� T F IVAI IINGTON .... 7TI 0_�I� LOADIP-MIG DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA,WA98168 FREVIEVWWV1ED F CODE COMPLIANCE APPROVED ME;; FEB 2 8 2020 City of Tukwila BUILDING DIVISION 2 1/14/20 HALLWAY EXTENSION 1 1215/19 PERMIT REVISIONS REV. DATE F_ DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKEDBY: TS APPROVED BY: KA PROJECT NO: All drawings and written matenial appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Salley Corporation. NOTES AND SPECIFICATIONS 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS, GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. I . INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 114 INCH OF REQUIRED LOCATIONS. 2, PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS As REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. JAN 22 PERMITC 2 3 4 5 6 7 8 9 10 A B C D E t. �1 DEMO SITE PLAN KEYNOTES: \-:j — -- -- -- 7\ EXISTING I J'WATER METER ON 2* DOMESTIC WATER SERVICE. 4) SEE 11A-100 FOR SCOPE OF INTERIOR DEMOLITION. DEMO SITE PLAN SCALE: 1/8" = V-0" 8 (D EXISTING I ?IRRIGATION DEDUCT METER. 0 4' 8' 16' FRI 0-\t� SITE PLAN KEYNOTES: (DNEW CURBING. SEE DETAIL 21A-004. NEW BOLLARD. SEE DETAIL 21A-004. OUTLINE OF FOOTING AT T-O'BELOW FINISH FLOOR. _6 NEW STRIPING AND LETTERING. COLOR TO MATCH EXISTING NEW SCISSOR LIFT PIT. SEE CIVIL PLANS. SCISSOR LIFT MODEL DI-5-69M. EXISTING DOOR AND STAIRS TO REMAIN. nECEIVED CITY OF C4) NEW CATCH BASIN, SEE CIVIL PLANS. NEW 2"WILKINS 375 XL RPPA IN HOTBOX, MODEL PEZ1-BEIGE. PROVIDE 21'X 36'X 4" CONCRETE PAD. SEE CIVIL PLANS. JAN 2 2 2020 SITE PLAN 0 4' 8' 16' PERMIT CENTER SCALE: 1/8" = V-0" SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281 �8700 Sabey.conn FREGISTFRED k C � �R ITFCT V RC TFQT KARA M. ANDERSON LOADING DOCK INTERGATE.EAST �I, BUILDING B 12501 EAST MARG NAL WAY SOUTH TUKWILA, WA 98168 REVIEWED F6-R-- CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila I BUILDING DIVISION, 2 1/14/20 HALLWAY EXTENSION 1 1215/19 PERMIT REVISIONS REV. T--D—A—T—E--I—DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dmMngs and �rlften material appearing herein constitute the original and unpublished work of the Sabey Corporation and may not be dup icated, used or disclosed the same Without the written consent of the Sabey Corporation. I RADIUSED SMOOTH 0 CONT. CONQ CAP 1 1/2*:: 11f RADIUS r VADE BAND OF REFLECME RED TAPE PLANTER jr DIA. GAM PIPE FILLM W/ CONaMTE PAINT 70 MA704 v) FIN. GRADE Go Mr- MOTING 0 J PAVM/=C, PER PLAN E CURB 10 BOLLARD 02SCALE:1/2" = V-O' --- - — ------------ - - — ------- --- - ----- — ------------- — ---- - -- — - - ---------- STEEL CHANNEL BEYOND at JAMB INSULATED COILING DOOR (PAINTED) IE�ZFA NEOPRENE WEATHERSEAL FIN. FLR. ELEV. 'STEEL ANGLE PER STRUCTURAL El C14 v 0 ELEVATION KEYNOTES: BUMPER BEYOND NEW SHIELDED EXTERIOR LIGHT. EX STING GLADNG AND PORTION OF WALL TO BE (D REMOVED. SEE STRUCTURAL PLANS. v NEW INSULATED COILING DOOR. COILING DOOR SILL Z� NOT USED--- EXTERIOR ELEVATION WEST C5:)SCALE: NEW SHIELDED EXTERIOR EMERGENCY LIGHT. NEW STUCCO FINISH, SEE DETAIL 71A-004. PAINT TO MATCH BUILDING. SCALEA" V-O" 1/4" V-O" - - — ------- v 7/r MIIENT PLASM--, MF41FM UIETAL LAIN FACM DRAMA MAT 7/r CMIT PLASM WATHER FAWMT V 7. MF-FtWMX WTAL LATH FAM S.U.F. OM & BOW UETAL FLASM DR111MAGE UAT SIM IIETAL FLASIM UMM Ir LAPS M/AR &ARM SEMED TM 1111FEE BEADS OF SMW, Tff 'r G.F.S. FIRM RUY SMIMED BM AT CORM NEW OVERHEAD COILING DOOR. SHEADING riMAL WAIL CGNSTRr— 511r TYPE X, GFS GV SHEATHING 16 ATTACH PER MANUFACTURER'S PER PLAN FACE OF STUD SPECIRCATIONS SJLF.F. OVER CASING FLAMM - ------ OPEM -------------------- CASING DEAD Ix GFS GYP. Vam ANT I lama SCWrM V MD %%�AJIL ECIEND Tr Up FACE OF WALL M �E ��N�TP L �AST IE R H E A D SCALE:3'= V-O" CLMENT PLASTER BASE SCALE�0' 1141 NOT USED �Mv EXISTING WINDOW AND WALL TO BE REMOVED NEW INSULATED OVERHEAD COILING --------------- DOOR NEW PAVEMENT, PER CIVIL AND STRUCTURAL PLANS nECEIVED CITy OF yL11"'JILA JAN 2 2 2020 SECTION AT NEW OPENING-----.-, PERMIT CENTER 9 SCALE: 112"= V-O" SABEY SABEY ARCHITECTURE 12201Tu Ila InC Blvd -4th Floor Seattle, WA 98168 206.281.8700 Sabey.com �,�1114 �_ REGISTERED j ' FCT I ARC ITECT ' IT :A� ANDERSON T, , W sH �IA WASHINGTON LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION, 2 1/14/20 HALLWAY EXTENSION 1 12/5/19 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10/30119 DRAWN BY: TS CHECKED BY. TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing hemin constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, SITE DETAILS AND EXTERIOR ELEVATION 1 2 3 4 5 6 7 8 9 10 A B C D E F DEMO FLOOR PLAN 0 - 2' 4' 8' -L-j r IVI SCALE.' 1/4" = V-101" ED] DEMO FLOOR PLAN KEYNOTES: EXISTING WALLS AND DOORS TO BE REMOVED. (DEXISTING WALLS AND CASEWORK TO BE REMOVED. PORTION OF EXISTING WALL TO BE REMOVED FOR NEW DOORS. 6 EXISTING WALL, RELITES AND DOOR TO BE REMOVED. EXISTING DOOR TO BE RELOCATED. EX STING WALL AND WINDOWS TO BE REMOVED. REFER TO STRUCTURAL PLANS. RELOCATE WATER LINE WITHIN WALL. WALL LEGEND ,IN NOVED nECEIV5) CIT y OF -CUJ�XVIA JAN 22 2020 PERMIT CENTER SABEY SABEY ARCHITECTURE 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com 6194 REGISTERED CH T - T KARA M. ANDERSON STATI F W-.111 \1 LOADIING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 2 LR REVIEWED FOR EVIEWED FOR CODE COMPLIANCE APPROVED, 1] FEB 2 8 2020 City of TukvAla BUILDINGDIVISION SION 1 1215/19 PERMIT REVISIONS REV� DATE DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drowings and written material appearing herein constitute the original and unpublished work of the Sabey Corporafion end the same may not be duplicated, used or disclosed �Ithout the written consent of the Saboy Corporation. DEMO FLOOR PLAN A--'41 00 4 5 6 7 8 9 10 A B C; D E F An DO 01 FLOOR PLAN KEYNOTES: NEW DOORS. SEE DOOR SCHEDULE. RELOCATED EXISTING CORRIDOR DOOR. NEW DOORS AND FRAMES BY TENANT. PROVIDE POLISHED CONCRETE FLOOR IN CORRIDOR, WITH 4RUBBER BASE AND NEW PAINT 7\ ALIGN WALL WITH EDGE OF COLUMN. TO MATCH. NEW B'WIDE INSULATED MANUAL OVERHEAD PROVIDE CARPET TO MATCH IN HALLWAY, WITH 4' COILING DOOR WITH SEALS. RUBBER BASE AND NEW PAINT TO MATCH. PROVIDE POLISHED CONCRETE FLOOR IN LOADING WALLLEGEND AREA, WITH 4'WOOD WAINSCOT AND PAINT ABOVE. EXISTING WALL TO REMAIN NEW HALLWAY rtECEWED CITy OF -1 (11"VILA JAN 2 2 2020 FLOOR PLAN 0 2' 4' 81 PERMIT CENTER SCALE: 114" = V-0" SABEY SABEY ARCHITECTURE 12201 Tukwila Int! Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com REGISTERED A Q H Wl- J KARA M. ANDERSON LOADIINIG DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, VIA 98168 REVIEWED F6—R— CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION E22�j 2 1/14/20 HALLWAY EXTENSION 1 1215119 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10130/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: Ail drawings and written material appearing herein constitute the anginal and unpublished work of the Sabey Corporatlion and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. 2 A 1.9 16 It 3 4 5 6 7 ET1311 F01 REFLECTED CEILING PLAN KEYNOTES: (D CEILING MOUNTED ELECTRIC HEATER, (D RELOCATE EXISTING EXIT SIGN. OPEN M STRUCTURE ABOVE. 8 \ NEW SHIELDED EXTERIOR EMERGENCY LIGHT. \ r7\ NEW SHIELDED EXTERIOR LIGHT. NEW BUILDING STANDARD LED STRIP LIGHTS. PROVIDE _�/ SWITCH W/ MOTION DETECTOR. --\ A EXISTING LAY -IN CEILING TO REMAIN. 10 PROVIDE EMERGENCY LIGHTING AS REQUIRED. NEW LAY -IN CEILING TO MATCH EXISTING. SEE DETAILS BELOW. NEW SOFFIT AT 8'-0', SEE DETAIL 5/A-101. NEW 2X4 LIGHT FIXTURES TO MATCH EXISTING. REFLECTED. CEILING PLAN 0 2' 4' 8 --S ' @ CALE: 1/4" = 1 '-0" D REFERENCE ASTM E 580 5.2.8.5 SPRINKLER HEAD I - 0�1'MIN. ACOUSTIC PANEL OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF I'OF FREE MOVEMENTALLAROUND SPRINKLER HEAD WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH F 1. OR W/ IN 114 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS S`OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 PERIMETER UNATTACHED -- SCALE: 3" = V-O" ACT AT CEILING SOFFIT SCALE: 3" = V-O" /2\ 1. OR WITHIN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8"OF LESS REFERENCE ASTM E 580 5.2. MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE [CC -ES REPORT 1308 PERIMETER UNATTACHED - PROPRIETARY V PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH WIRE HANGER WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES PROVIDE 6' MIN CLEAR BETWEEN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC COMPRESSION STRUT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC. 13.5.6.2.2 REFERENCE ASTM E 580 5.23 LATERAL FORCE BRACING - DIRECT 8 9 0-3 L --j 3. STRUT CONNECTION TO STRUCTURAL STEEL 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK ................ .... . .. . . N" N 10 FIREPROOFING IF REQUIRED (2) OJ45' DIA. POWER ACTUATED FASTENER MIN LOADS EA IN 318"THICK STEEL. TENSILE STRENGTH Fu=58ksl: TENSION 250, SHEAR 250 CUT FLANGES AND BEND #10 ISMS EACH SIDE AT LAP (2) 30 EXPANSION ANCHOR 2-1/4' LONG FOR NOMINAL 2" EMBEDMENT . LOADS (EA) IN NORMAL WEIGHT CONCRETE fic 3000 psi: TENSION 961LB, SHEAR I D20LB MIN20GASTEELDECK L 1-1/2 X 1-1/2 X 12 GA OR 162T125-16 (2) #10 SMS 1. STRUT CONNECTJON.TO CONCRETE SLAB 318" EXPANSION ANCHOR 2-1W LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND - -------- — --------- COMPRESSION STRUT BY 400S1 37-33 (20 GA) STUD TO 8FT 0 SMS EACH SIDE AT LAP OPTIONAL COMPRESSION STRUT 1 1W EMT (MIN. O,D61- THICK), GALVANIZED WITH 1-1/2' EMT SLEEVE. DETAIL PER 2013 V CALIFORNIA BUILDING CODE STANDARD DETAIL CL3.20 WIRE HANGERS TIE TO RUNNERS 314'MIN. WITH (3)TIGHT TURNS WITHIN 3, ------- 2"MAX. MIN� !�314'MIN �-VMAX . . . . WIRE HANGERS TIE TO RUNNERS . WITH (3)TIGHT TURNS WITHIN 3, A MIN� PECE VED COPE FLANGE OR FATTEN CITY OF I U 1�%%V 77 TO ALLOW INSTALLATION OF ACOUSTICAL TILE JAN 2 � 2020 (2) 111V DIA. MACHINE BOLT, TYR PERMIT DENI (-7-yCOMPRESSION STRUT AT RUNNER SABEY SABEY ARCHITECTURE 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com KARA M ANDERSON LOADING DOCK INTERGATE.EAST �I, BUILDING B 12501 EAST MARG NAL WAY SOUTH TUKWILA, WA 98168 REVIEwED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila LBLIr L611�6: 15WilONJ 2 1/14/20 HALLWAY EXTENSION 1 1215/19 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10/30119 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawmgs and written materal appearing herein constitute the original and unpublished work of the Saboy Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporator. REFLECTED CEILING PLAN AND DETAILS 3 4 5 6 7 8 9 10 A C go PARTITION -TYPE VARIES HOLLOW METAL FRAME HOLLOW METAL FRAME DOOR HEAD SCALE 6"= 1'-G' PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME MT 11 A HOLLOW METAL FRAME DOOR J�MB 11_� SC LE: 6'= 1%0' NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING WITH FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS WITH FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. &A-111 FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE A------ NON-FIRE RATED FULL -HEIGHT PARTITION OPENING SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE I FIRE RTG TYPE FIN TYPE CONFIG FIN HEAD JAMB(S) SILL I W H 01 NEW LOADING DOCK HWO1 6'- 4" T- 0" HOLLOW METAL V1 PAINT MTL 2 PAINT 1/A-601 3/A-601 LEFT DOOR SWING 180 DEGREES 02 NEW CORRIDOR EXISTING 3'- 4" T- 0" HOLLOW METAL F PAINT MTL I PAINT 1/A-601 3/A-601 EXISTING DOOR TO BE RELOCATED 03 NEW LOADING DOCK PER MFR 8'- 0" 8'- 0" HOLLOW METAL CL PAINT MTL PAINT INSULATED MANUAL DOOR WITH SEALS DOOR HARDWARE GROUPS HW0I HINGES I PASSAGE LATCHSET 3 PAIR 2 DOOR CLOSERS 2 FLOOR -MOUNTED DOOR STOPS 2 KICK PLATES T-6" HIGH 9 Pq�R SCHEDULE SCALE: N.T,S. FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 31V DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 314"SHORT TO ALLOW 314'DEFLECTIO AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4' CLEAR SPACE TO ALLOW 3/4' DEFLECTION, DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD TSHORTTO ACCOMMODATE LARGER ACOUSTICAL SEALANT 5 - - - — — --------- ------------------------- F V1 CL 1 2 (FLUSH) (VISONLITEW1 (COILING) TEMPERED GLASS) FRAME CONFIGURATION LEGEND ACOUSTICAL SEALANTAND SEISMIC DESIGN CATEGORY A AND B: BOND BREAKER STEEL -ONLY DECK: TAPE CASINGBEAD,TYP N08SCREWSAT16"OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157"DIAMETER POWDER -ACTUATED FASTENERS AT 24'OC, EMBED 3/4PER ESR-2269 SEISMIC DESIGN CATEGORY C, D. E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12"OC OR STEEL AND CONCRETE DECK HILT[ X-U 0.15TDIAMETER POWDER -ACTUATED FASTENERS AT 18-OC, EMBED 34' PER ESR-2269 ACOUSTICAL NON -ACOUSTICAL DOOR CONFIGURATION LEGEND CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4'WIDE PLATE (20 GAGE MINIMUM) AT 48' MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48' MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X-U 0,157� DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314', MIN 4' SPACING PER ESR-2269 JOINT NEEDED TO ACHIEVE 314"DEFLECTION G PARTITION PERPENDICULAR TO FLUTES PARTITION OFFSET AND PARALLEL TO FLUTES PARTITION BETWEEN PARALLEL FLUTES _0A INTERSECTION OF NON RATED PARTITIONS WITH FLUTED METAL DECK ABOVE SCALE: 3" 1'-0" FRAMING, INSULATION, AND FINISH MATERIALS TO UNDERSIDE OF CEILING ------- NON-FIRE RATED PARTITION BRACED AT CEILING c4slm� 4 (9A FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE ----- C I I ONE -HOUR RATED FULL -HEIGHT PARTITION An 519'GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED r --- 21/2'METALSTUDS 1 1 2 3518'METALSTUDS 3 V METAL STUDS 1ARTITION FRAMING MEFAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT 20'-0" tL FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) 65 t�i 9-002 P, R FASTENERS: E2 AT PLYWOOD FLOOR (MINIMUM 314' CDX): PROVIDE (2) NO 8 X 1' WOOD SCREWS AT 2,V MAXIMUM OC STAGGERED FOR I LAYER GYPSUM BOARD EACH SIDE, 16' 0 MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE 0- !�E 0 AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X-U 0.157' DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314"PER ESR-2269,24'MAXIMUM OC STAGGERED FOR I LAYER GYPSUM BOARD EACH SIDE, 16' MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN-TO-FLR CONNECTION THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE -UNIT CODE THAT INDICATES THE CONFIGURATION, A 1 a CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: LINSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITIONMALL VERTICAL CONFIGURATION OF PARTITIONAIVALL PARTITIONNVALL '�MMIRTOGY NO INSULATION BATT AC USTICAL a INSULATION rIECEIVED t BATT THERMAL CITY OF WIVA INSULATION JAN 22 2020 INSULATION ION NOTES: PERMIT CENI 1. SEE SPECIFICATION FOR STUD SPACING AND GAGE. 2. WHERE FIRE ANDIOR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD REQUIRED SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT FIRE AND/OR ACOUSTIC PERFORMANCE IS NOT COMPROMISED. SABEY SABEY ARCHITECTURE 12201 Tulmlla Int' Blvd - 4th Floor Seattle WA98168 206.28;.8700 Sabey.com 61 '94 REGISTERED CHI KARA M. ANDERSON STATE OF WASHINGTON LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FdR CODE COMPLIANCE APPROVED FEB 2 8 2029 City of Tukwila I BUILDING DIVISION U�� - 2 1114/20 HALLWAY EXTENSION 1 12/5119 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10130/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appeaflng herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DOOR SCHEDULE AND DETAILS DocuSign Envelops ID: B67lC3DC-FCD7-47E6-8BE7-36D2A6870626 1 2 3 4 5 6 7 8 10 A B C IT C D E F 38.1 no LOADING ZONE -- - - - - - - - - T FT T_ L - - - - i- J EX SDCO EX IRRIGATION //.---CONTROL --- @ VALVE (TYP) (A NEW 6" CURB SAWCUT AND NEW �j MATCH EX GR ADE STRIPING REMOVE 45 LF OF XI/ EX CURB NEW 36 LF 6"0 'SD @ S=1.97% CB TYPE I W/ SILT BARRIER ONSTRUCT CB OVER EX.12"O SO N=182422.14 E=1280768.19 SEE NOTE 1 THIS SHEET RIM=38.34 IE=34.29, 6"0 E 0 0 1"1 R, EX. CB TYPE I W/ SILT BARIER N=182352.15 E=1280767.44 RIM=41.17 39. R1 PLAN VIEW INTERGATE EAST 11, BLDG. B LOADING DOCK AND SCISSOR LIFT ADDITION SCALE: 1 10' NEW NEENAH R-2525-A YARD ; VDRAIN OR APPROVED EQUIVALENT 40.O N=1 82411.86 E= 1280802.22 TG=39.3 IE=35.0 (SEE DETAIL B THIS SHEET) NEW SCISSOR LIFT PIT N @ ELEV �= 39.3 (SEE DETAIL A THIS SHEET) PRESERVE AND PROTECT EX WATER VALVE 40.0 NEW RPPA IN HOTBOX D D - - - - - - NOTES 1. CONTRACTOR TO VERIFY LOCATION, ELEVATION, SIZE AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LEGEND EG EXISTING GRADE FIG PROPOSED GRADE Fused disconnect switch (By electrical contractor) Uncistsulerfuransforrimor shipped folose for wait mounting (Mounted and wifed by aleoffical contractor) Red plamic vent plug I shipped coiled with I vent time under table 11�k Hydraulic Power unit local,, inside b d wing where convenient (Mounted by Installs') 4�' elect fical conduit with (3) 414 AWG leads (by Pit Contractor) h*50 Ind clearverit mose 73Yz" =avIie field through underground 2 pit width W I I W > to CY) Safety rails 42" high removable in flush pockets Weather-proof pi4libutton NEIVLA�0, on 20 ft. konlicond (shipped loosel diamond plate deck surface_ al pit depth inged split throw -over plate Bevel loeguard skirts I safety plinte yellow ST' Vertical travel Litt CyI;mdt( 110" to sump recass for Illitow-ovor SCISSOR LIFT DETAIL A" L 41 -111 1 1 I -A CONSTRUCTION ZONE BUILDING B ----------- F I T F1 I U-1 - - - - - - - - - - - - - - - - T S 126TH ST LOCATION MAP SCALE: 1 60' R-2525 Series Inlet Frame, Grate Light Duty WEIR $I' "RIMETER CATAL's GRATE Ft. UNEA 111101 TYPE OPEN FEET 114525'�' E G2 3.1 R 2525-C 6 GA 41 R 2525-D 6 &A R 2525-E E DE 4.7 I 2525-F G 008 5A R 2525-G 6 is 5.1 A — F.; —r_- --1 71- t t F C --1 E Dimensions in inches Catalog No. A B C E F G H Frarne/Lid R-2525-A 12 1 11 19 4 1 1 R-1791-A R-2525-C 153/4 1 N 143/4 21 43/4 3/4 1 R-1910-C R-2525-D 153/4 13/8 15 23 4 344 3/4 1 R-1910-B R-2525-E 18 1 17 25 41/2 11/8 11/4 R-1791-E R-2525-F 201/2 5/8 18 30 5 1 7/8 R-1791-F R-2525-G 19112 11/2 18 29 51/2 3/4 24 R-1791-6 61 A A so --- ---- W—W n RECEIVED CITY OF TUKWILA JAN 2 2 2020 Apo% IT CENTER I'% ff- U-P SANSEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com _J < g Cr 0 a uj LU z E to 00 z C\j CI) oo E uj 0 0 00 (D C5 0) 0 -0.2� Z C 0 U) E :D U) III _y Z I 3: S co Z Q) 0 C) 0 o 0) 3: W.2 C0 :3 co LL 00- -------------- 8"AR 40111 F/ST 12/11/2019 _r 0 z U) >- oo U) < TOO 0) LLI Q 0 a- < < Z LLI a z> z 0 0f < Z ry v 100 n W < U) < 0 to REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION REV. DATE DESCRIPTION ISSUE DATE: 12/11 /2019 DRAWN BY: ADP CHECKED BY: I_GB APPROVED BY: LISS PROJECT NO: 262-033-019 mij orawings ano wrmen manerat appearing nerem constitute the original and unpublished work ofthe Sabey corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey corporation. GRADING& UTILITY PLAN C - 1.0 6 7 8 9 10 A C D rm F GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - IGE 11 Bldg B - 12501 E. Marginal Way S., Tukwila, WA 98168 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition, Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a. Roof Live Load See snow load 120 psf (reducible per code) b. Snow Load Basic ground snow load - Pg = X-) psf Basic roof snow load - Pf = 25 psf Importance factor - IS = 1.0, snow exposure factor - Ce 1.0 Drifting snow is not required in the design. c. Seismic Risk Category 11 Ss = 1,506, S1 = 0.565, Is = 1.0, Site Class 'D", SIDS = 1.004, SD1 = 0.565 Seismic Design Category = D Basic Seismic Force Resisting System(s) = SRCSW CS = 0.2, R = 5. Equivalent lateral force procedure was used. d. Wind Load Risk Category 11 Basic wind speed (3 sec. gust) VULT = 110 mph, VASD = 98 mph Exposure B. Kzt = 1.0 IBC Load Cases per sec. 1605.2 or 1605.3.1 only Kc! = 0.85 Importance factor 1.0. 2 psf of collateral loads was used in uplift design. OSHASTANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTORS MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF, IN ACCORDANCE WITH SOILS REPORT NO. E-8806 AND SUPPLEMENTAL LETTER DATED 8-11-99 PREPARED BY EARTH CONSULTANTS. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. CONCRETE Pc=3000 PSI. @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE IIII CEMENT. USE TYPE III (HIGH EARLY STRENGTH) CEMENT FOR MEAT PLATFORM. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWNGS, WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME, DO NOT USE AIR ENTRAINMENT FOR INTERIOR SLABS ON GRADE. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, V-10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1�-10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC MWF) TO CONFORM WITH ASTMA185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES WEATHER & EARTH FACE 1-1/2 INCHES FORMED SURFACES INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#41#1 3'NO EXCEPTIO�S. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI/AWS D1.4-92, "STRUCTURAL WELDING CODE - REINFORCING STEEL". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5, DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO� 7 THROUGH NO.1 1 BARS. DO NOT WELD NO. 14 AND NO-18 BARS, DO NOT WELD VVITHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE `CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTIM A-992 (Fy=50,000 PSI) OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) TUBE COLUMNS ASTM A-500, GRADE B (Fy=46,G00 PSI) WELDHEAD STUDS ASTMA-108 (Fy=55,000 PSI) ALL -THREAD ASTM F1 554, GRADE 36 (Fy=36,000 PSI) MACHINE BOLTS ASTM A-307 HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" (12/31/09). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELPI DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KVIAK BOLT TZ PER ESR-1917 ADHESIVE ANCHORS: CONCRETE HILTI HIT -RE 500 V3 PER ESR-3814 AND HILT[ HIT-HY 200-R PER ESR-3187 CAST IN PLACE ANCHORS: CONCRETE EMBED PER PLANS AND SECTIONS SCREWANCHORS: CONCRETE HILT[ KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ 1) PER ESR-3027 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 - 14 SECTION 17.1.2 INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPO RE 500 V3 PER ESR-3814RT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED ANDIOR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL, CONC. EXPANSION & DRILLED -IN DOWELS: COPY OF [CC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE, VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFY CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS. WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS, CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. STEEL: IN ACCORDANCE WITH TABLE ON SO.3 AND REFERENCED STANDARDS. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706, WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE VIATH PLANS. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U,N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS, THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAVIANGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. ARCHITECT BAL. BALANCE B. OR BOT� BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C,I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE C'S.J. CLOSURE STRIP JOINT EA. EACH E.E. EACH END E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION E.N.W. OR ENW ENGINEERS NORTHWEST EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY F,O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.O.W. FACE OF WALL FTG� FOOTING G& GAGE GALV. HOT DIP GALVANIZED G..B. GYPSUM WALL BOARD H, OR HORIZ. HORIZONTAL LB�C� INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL LF INSIDE FACE INC. INCLUDING K KIP (1000 POUNDS) L�W. LONG WAY M.B.S. METAL BLDG SUPPLIER N.F. NEAR FACE N.T.S. NOT TO SCALE oc ON CENTER O.F. OUTSIDE FACE O.S. OUTSIDE O.T.C. OUT TO OUT M.O. MASONRY OPENING PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT, SECTIONS Sim. SIMILAR S.J SHRINKAGE JOINT STL. STEEL Sw SHEARWALL SYMM. SYMMETRICAL T. TOP T..B. TOP OF BEAM T..F� TOP OF FOOTING T..S. TOP OF STEEL TOP OF SLAB T.W. TOP OF WALL TYP. TYPICAL AT ALL SIMILAR PLACES U.N,O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.RR VERTICAL FAR FACE VFY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.N�F� VERTICAL OUTSIDE FACE W.A.B.O. WASHINGTON ASSOC. OF BUILDING OFFICIALS W/ WITH vilo WITH OUT W.H.& WELD HEAD STUD @ AT 30'4' VIEWED FROM INSIDE FACE. oWEST ELEVATION - SCALE: 118" = V-0" 14 NOTE: 9 8" CONCRETE S _AB -ON -GRAD wl #3 @ 1 8"oc EA. WAY @ CL SLAB OVER SUE -BASE PREPARED PER SOILS REPORT- TOP 0 F SLAB IS PER CIVIL ENGINEEF DRAWINGS. HAUNCH S.J. w a. L F�R 9 (A PER ARCH i L 31�O" _j VPY. EXISTING STE P1 'IS' VFY. XIST. T-9"x7-9"FTG C'TR�. 8" INSIDE GRID(D VFY. XISTING_ J� V-6CINT. FOOTING VFY ISTING -7 L F L zj_\ PARTIAL FOUNDATION PLAN �aNOTES: 3/32" = V-0" 1� ALL ITEMSARE EXISTING (E) UNLESS NOTEDAS NEW(N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. 5. SEE S/2.2 FOR TYPICAL SLAB JOINT DETAILS. 12 360�4' E AREA OF WORK b 1/S1.1 L _j 01-01. nEOFIVED CITY OF YUK'NILA JAN 2 2 2020 KEY PLAN 0--.0 PERMIT CENTER N.T.S. M 'W7 A R a SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.corn TA 25M L ORAL 12-11-19 STRUCTURAL ONWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)526-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 rREVIEWED - F6R--- CODE COMPLIANCE APPROVED FEB 2 8 2020 CitY Of Tukwila L. EBI UH!I!L: DE 11 NN G �Dl V I S 10 N Al 12/5/19 PERMIT REVISIONS REV.1 DATE I DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: D.T. CHECKED BY: D.T. APPROVED BY: D. LAKE I PROJECT NO: 99124008 All drawings and Milan material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the whiten consent of the Sabey Corporation. 2 3 4 5 6 7 a 9 10 A B C D E F 9 1/4" PANELBEYOND G-90 GALV. L3x3xl/4 TRIM t w/ 5/8"0 x 0'-6" W.H.S. @ I 24"oe & 6" FROM CORNERS 4" EMBED G-90 GALV- L3x31/4 w/ 2- #4 #4 SLAB DWLS @ 2'-O"oc W 5t8"O x 0'-6" W�H.S. @ 2'-O"oc EA. WAY w/HILTI HY-200 & 6" FROM CORNERS EPDXY (EMBED 4") #4x2'-O" HORIZ. SLAB DWLS. W @ 2'-O"oc x 6" ENDS w/ HILTI HY-200 EPDXY (EMBED 4") 4 4 a_ 4 4 z W EXIST.) 4: ja- C) W 4"EMBED 4 1 L 4 W 0 -0- W 0: 2 ILI SECTION "I V-6" CONT. FTG. MIN. 314" 11-9. OOR 3,600 (�)-SECTICIN 3/4" = V-0" A L , nECIFNIF1711, CITY OF T UKWILA JAN 2 2 2020 PERMIT CENTER 0 �1;0 SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206,281.8700 Sabey.com 25781 L 12-11-19 STRUCTURAL ONWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila I BUILDING DIVISION Al 12/5/19 PERMIT REVISIONS REV. I DATE DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: D�T. CHECKED BY: D�T, APPROVED BY: D LAKE z PROJECT NO: 99124008 r) All d1a,1119s and written matenal appearing herein constitute the engine] and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corpond! , on. LIJ U) a 52,1 1 2 3 4 5 6 7 8 9 10 A Im c Film F D 10'-4" (E) 2-6" JAMB_ V-4" MAX. 4", 61, 1'-4" 1'-4" V-4" I - V-4" 1 �-4" 8" 4" 4" CENTERLINE G-90 GALV. CONT. TRA U CONT. TRACK PER 16GA. w/ 1 /2"0 HILTI TZ 6/S2-2 (EMBED 4-) @ CENTERLINE SPANDREL— �20. BUILT-UP BOX BEAM 1. jL 8L It L 11 12'x2"x16GA, EA. SIDE W/ MATCHING TRACK CIL CL CIL CIL CL CL T.& B. wl #10 @ l'-O"oc ALL 4 SIDES — — — — — — — — EXTEND JOIST WEBS OVER END POSTS vd 13- #10 EACH SIDE EACH FACE DTL. DETAIL B B G-90 GALVANIZED BUILT-UP JAMBS 2- L 8"xi 518"x16GA. STUDS .1 & 16GA. TRACK W/ 4- G-90 GALV. (E) WINDOW #10 (1 E. CDR) @ 12"ot; 16GA. TRACK W/ 112 0 & 6" ENDS HILT[ KBTZ @ 1 �4'o (EMBED 4") S2.1 G-90 GALV. 16GA. BOTTOM TRA --K w/ 3' #10 EACH SIDE & 2- 1/2"0 HILTI TZ (EMBED 4") —]PANEL---/ (E) F1 3A W (E) �3PANEL F Z z Z) L) (E) PANEL JOINT < G-90 GALV. 13x3xl/4 U) FINISH GRADE PER (E) 5" S.O�G. w/ 5/8"0 x 0'-6" W.H.S. ARCH. BAL. PER CIVIL EFF] @ 24"oe & 6" S.O.G. ---\ CONC. SLAB PER CIVIL WHERE OCCURS + 4 LAN] #4 SLAB WALL DTLS. EX WAY @ 6" ENDS & 2'-0" TYP. w/ Z HILTI HY-200 EPDXY I a (EMBED 4") 0 z 0 0 0 1 (D to Z Z 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SECTION VIEWED FROM INSIDE FAC (0�� 3/4" = I �-O" 0 P HAUNCH MAXIMUM SPACING & LOCATION PER SLAB JOINT PLACEMENT PLAN USE 3/4" x 14" ROUND DOWEL BASKET ASSEMBLY 2" 2" OR APPROVED EQUAL, WIDOWELS @ 24"oc. BASKET t/4 x 118" SOFT -CUT JOINT CL CL CL SHOULD BE MANUFACTURED TO HOLD DOWELS AT CI-Ff. SLAB PER PLAN 1/4" OF SLAB CTR. 4 T77 _0 a 0' NOTE: - 1. SEE ARCH. DTLS, FOR SPECIAL JOINT FINISH. I I E 2.)) SOIL SUBGRADE PER SOILS REPORT. 3.) WHERE REBAR OCCURS IN SLAB STOP REBAR NOTE: SLAB THICKNESS 17 CLEAR EACH SIDE OF JOINT. � & REINF. PER PLAN EXTERIOR AT TRUCK APRON & 1- #4 CONT. TOP & BOT- COMPACTOR / BALER SLABS ONLY 21" ;fM f—@ 2'-O"oc SHRINVAGE JOINT (S.J.) (NIA FOR DUCTILCRETE SLABS) 3/,V'= V-0" �0—o �o ... T- &—fl MAXIMUM SPACING & LOCATION GREENSTREAK 3/4" x 18" SQUARE DOWEL OR PER SLAB JOINT PLACEMENT PLAN APPROVED EQUAL, @ 24"oc MAX. LOCATE ± lff' SLAB PER PLAN OF MID, POINT OF SLAB. MOVE REBAR IF NEEDED. HOLD DOWEL12" FROM PERPENDICULAR JOINTS �0 NOTE: 0 OP 0 �6.o- 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2�) SOIL SUBGRADE PER SOILS REPORT. 3.) WHERE REBAR OCCURS IN SLAB STOP REBAR NOTE: SLAB THICKN9 7" CLEAR EACH SIDE OF JOINT. & REINF. PER PLAN EXTERIOR AT TRUCK APRON & COMPACTOR / BALER SLABS ONLY CONSTRUCTION JOINT (C.J.) (N/A FOR DUCTILCRETE SLABS) 3/4�'= 11-01, nECF!vED CjTy C)j: -CUIMILA JAN 2 2 2020 PERMIT CENTER 1q*01 SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281,8700 Sabey.com 0 TA L 12-11-19 STRUCTURAL ONWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 L—R E Vl'E*—M,'- ME�� j- L; R MPLIANCE V :OVED L JI CODE C( ANCE 0 APPROVED FEB 2 8 2020 C I Will, ItY Of Tukwila IVISIO BUILDING DIVISION A, 12/5/19 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: DT� CHECKED BY: D.T. APPROVED BY: D LAKE U) Z PROJECTNO: 99124008 r) I All drawings and written material appearing harem constitute the anginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. Uj U) z 0 z D 0 LL 1 2 3 4 5 6 7 8 9 10 A L, C El E F REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX 'I i'csf- -plum; hu�, ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. ARCHITECTURAL Ci1v standards, Ar1,,,ptarrcc ',,III AX7111, AC ASPHALTIC CONCRETE ID INSIDE DIAMETER ARCHITECT/ DESIGNER: SABEY ARCHITECTURE STRUCTURAL ENGINEER: ENGINEERS NORTHWEST INC., P.S. iz To rM7�,-s A-001 COVER SHEET AND PROJECT INFORMATION Omissions which do not a1rthoizcv'.'O1at-o:13 ACC ACP ACCESSIBLE ACOUSTICAL CEILING PANEL INCL NFO :NCLUDE, INCLUDING NFORMATION 12201 TUKWILA INT'L BLVD, FOURTH FLOOR 9725 THIRD AVE NE, SUITE 207 C', A-002 NOTES AND SPECIFICATIONS --AOPtcd standards or ordinances. Tbo rcsponzib-. ACST ACOUSTICAL INSUL INSULATE, INSULATION SEATTLE, WA 98168 SEATTLE, WA 98115 for The adequacy- of the design restS totally vi[h A-003 DEMO SITE PLAN, SITE PLAN BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM ADJ AFF AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR NT M JAN NTERIOR :NDIRECT WASTE DRAIN JANITOR TEL: (206) 281-8700 FAX: (206) 282-9951 ATTN: TOM SPADER EMAIL: TOMS@SABEY,COM TEL: (206) 525-7560 FAX: (206) 522-6698 ATTN: DANIEL LAKE EMAIL: DANL@ENGINEERSNW.COM dcsi�lmer. Additions, deletions or revisions to these Awl[)04 SITE DETAILS AND EXTERIOR ELEVATION dralvings after this date ivill void this acceptance A-100 DEMO FLOOR PLAN, FLOOR PLAN and Ivill require a resubmittal of revised dmlvinWs AHU if A R HANDLING UNIT JT JOINT A-101 REFLECTED CEILING PLAN AND DETAILS fol subsequent approval. �1, -- ------ -- ALT ALUM ALTERNATE ALUMINUM KIT KITCHEN BUILDING OWNER: CIVIL ENGINEER: , A-601 DOOR SCHEDULE AND DETAILS ANOD ANODIZED INTERNATIONAL GATEWAY EAST ESM CONSULTING ENGINEERS Final acceptance is subject to field ins action by P APPROX APPROXIMATE L LONG 12201 TUKWILA INT'L BLVD, FOURTH FLOOR 33400 8TH AVE S, SUITE 205 the Public Works utilities inspector. --- APT APARTMENT LAM LAMINATE, LAMINATED SEATTLE, WA 98168 FEDERAL WAY, WA 98003 CIVIL Date: ENLARGED DETAIL INDICATOR ------ --- SECTION DETAIL INDICATOR ARCH AUTO AV ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL LAU LAV LT LAUNDRY LAVATORY LIGHT TEL: (206) 281-8700 FAX: (206) 282-9951 TEL: (263) 838-6113 FAX: (253) 838-7104 C-1.0 GRADING AND UTILITY PLAN By, XX A& AWP ACOUSTICAL WALL PANEL(S) LTG LIGHTING ATTN: DEBBIE SABEY EMAIL: DEBBIES@SABEY.COM ATTN: LAURA BARTENHAGEN EMAIL: LAUP.A.BARTENHAGEN@ESMCIVIL.COM STRUCTURAL BB BULLETIN BOARD MAS MASONRY SIA PARTIAL FOUNDATION PLAN AND GENERAL NOTES A- '0 BD BOARD MATIL MATERIAL GENERAL CONTRACTOR: S2.1 FOUNDATION SECTIONS BLDG BUILDING MAX MAXIMUM SABEY CONSTRUCTION BLKG BLOCKING MECH MECHANICAL 12201 TUKWILA INT'L BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, S2.2 FOUNDATION SECTIONS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR so BOT BOTTOM OF BOTTOM MED MEMB MEDIUM MEMBRANE SEATTLE, WA 98168 TEL: (206) 281-8700 LIFE SAFETY PERMITS UNDER SEPERATE SUBMITTALS. BRG BEARING MEZZ MEZZANINE FAX: (206) 282-9951 Ax BRZ BSMT BRONZE BASEMENT MGT MFIL MANAGEMENT MAXIMUM FORESEEABLE LOSS ATTN: DOUG GARDNER SEE XXIA-XXX BUR BUILT UP ROOFING MFIR MANUFACTURE,MANUFACTURER EMAIL: DOUGG@SABEY.COM MH MANHOLE MATCH LINE INDICATOR DRAWING REVISION INDICOA CAB CB CEM CABINET CATCH BASIN CEMENT, CEMENTITIOUS MIN MISC MO MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING CER CG CERAMIC CORNER GUARD MS MTD MOP SINK MOUNTED BUILDING ADDRESS VICINITY MAP CH COAT HOOK MTL METAL Cl CASTIRON MVBL MOVABLE CJ CONTROL JOINT N NORTH CIP CL CAST -IN -PLACE CENTERLINE NIC NOT IN CONTRACT INTERGATE.EAST 11, BUILDING B EXISTING COLUMN GRIDLINE INDIdATOR NEW COLUMN GRIDLINE INDICATO11! CLG CEILING NO NUMBER 12501 EAST MARGINAL WAY SOUTH CLO CLR CLOSET CLEAR NOM NTS NOMINAL NOT TO SCALE TUKWILA, WA 98168 LA EL EL. CMU CONCRETE MASONRY UNIT 0 C ON CENTER CO COL CLEAN OUT, CASED OPENING COLUMN OH OVERHEAD Q RAINIER VIEW COMM COMMUNICATION OD OUTSIDE DIAMETER CONC CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONN CONSTR CONT CONNECTION, C 'ONNECT CONSTRUCTION CONTINUOUS, CONTINUE OPP ORD OTS OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE EQUIPMENT INDICATOR CORR CORRIDOR ABOVE ROOM NAME FIXTURE INDICATOR CPT CSWK CARPET CASEWORK PBD PARTICLEBOARD lxm� CTR CENTER PRCST PRECAST SCOPE OF WORK FURNITURE INDICATOR CU CUBIC PD PLANTER DRAIN PERPENDICULAR '—sLEVARD �RX GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PERP PLAM PLASTIC LAMINATE MISCELLANEOUS INDICATORS DBL DOUBLE PLAS PLYWD PLASTER PLYWOOD NEW LOADING DOCK AND ASSOCIATED INTERIOR IMPROVEMENTS WITH ASSOCIATED SITE IMPROVEMENTS. ROOM INDICATOR DEMO DIET DEMOLISH, DEMOLITION DETAIL PNL PANEL EXTEND EXISTING EXIT CORRIDOR. DF DRINKING FOUNTAIN PL PROPERTY LINE D DIAMETER PR PAIR D:A AG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY (DOOR) OPENING INDICATOR FINISH INDICATOR DIV DMPF DN DR DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM PT PTN R PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN ON DISHWASHER RD ROOF DRAIN, ROAD WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DWR DRAWING DRAWER REF REF REINF REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING '.$TER rm,kIf Lid, MATERIAL (PER FINISH LEGEND) E EAST REQD REQUIRED t INISH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION REV RFG REVISED, REVISION ROOFING rMAi�F� F INISHING SYSTEM Ei EXPANSION JOINT RM ROOM RO ROUGH OPENING >W-XX1AFF,/ --------R`—HEIGHT EL ELEVATION RT RIGHT CODE AND BUILDIING INFORMATION EL C E ELECTRIC, ELECTRICAL WALL TYPE INDICATOR CEILING HEIGHT/MATERIAL/FINISH INDICATOR ELEV ENCL ELEVATOR ENCLOSE,ENCLOSURE S SOUTH,SPANDREL EP EQ ELECTRIC PANEL EQUAL SCWD SCHED SO SOLID CORE WOOD SCHEDULE STORM DRAIN PROJECT NAME: IGE-11 B LOADING DOCK ------- 2�� MOUNTED TO WALL EQUIP ESCAL EQUIPMENT ESCALATOR SECT SECTION (4— WITH BRACKET EXH EXHAUST BIG SAFETY GLASS SITE ZONING: MICIL FE EXP EXPANSION, EXPOSED SGL SINGLE IN WALL -MOUNTED EXIST EXISTING SHT SHEET KING COUNTY ASSESSORS PARCEL NUMBERS: 734560-0430 KEYNOTE CABINET FIRE FA FIRE ALARM SHTHG Sim SPEC SHEATHING SIMILAR SPECIFICATION APPLICABLE CODES: EXTINGUIS FCIO FURNISHED BY CONTRACTOW SPKLR SPKR SPRINKLER SPEAKER BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) LEGAL DESCRIPTION (NON -RATED FD INSTALLED BY OWNER FLOOR DRAIN SO SS SQUARE SERVICE SINK MECHANICALCODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) (PROPERTY) EXISTING TO REMAIN (SHOWN SHADED) PARTITIOM ---- ------- (1-HOUR TED PARTITIOIA FDC FDTN , FIRE DEPARTMENT CONNECTION FOUNDATION SST STC STAINLESS STEEL SOUND TRANSMISSION CLASS PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) - - -------- Z I ------ (2-HOUR TED PARTITI FE FEC FIRE EXTINGUISHER FIRE EXTINGUISHER STD STIL STANDARD STEEL ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS RIVERTON ADD PORTION OF LOTS 17 THRU 24 OF BLOCK 7 - BEING PORTION OF REVISED LOT B OF CITY (3-HOUROaTED CABINET STOR STORAGE OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 EXISTING TO BE DEMOLISHED 11—/ PARTIT IMTED FH FIRE HYDRANT STRUCT STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11 C) PLAT BLOCK: 7 (SHOWN (4-HOUR FHO FIRE HOSE CABINET SUSP SUSPENDED PLAT LOT: 17 THRU 24 DASHED) PARTITION) FIG FIGURE T TREAD, TEMPERED FIRE CODE: 2015 INTERNATIONAL FIRE CODE (WAC 51-54A) SMOKE BARRIER FIN FINISH, FINISHED T&G TEL TONGUE AND GROOVE TELEPHONE FIL SMOKE FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE NEW PARTITION FLIR FLOOR, FLOORING TER TERRAZZO Pernrift No. FLUOR FLUORESCENT THK THICK, ACCESSIBILITY WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) Plan review approval is subject to errors and TYPE OF WORK PARTITIONS FO FDIC FACE OF, FINISHED OPENING FURNISHED BY OWNER/ THICKNESS CODE: Omissions Approval of construction documents does FP INSTALLED BY CONTRACTOR TO FIRE PROTECTION, FIREPROOF TSTAT TOP OF THERMOSTAT USE GROUP AND OCCUPANCY: hot authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and RCP SYMBOLS FIR FRIAG FRAME, FIRE RATED FRAMING TV TYP TELEVISION TYPICAL NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B (OFFICE) =chbon edgeo: By A 9Z FIRT FT FTG FIRE RETARDANT TREATED FOOT, FEET FOOTING U/C UGND UNFIN UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: ICC CONSTRUCTION TYPE VB REVISIONS No c�;a;��e, he oate�. City of Tukwha allILDING DIVISION FUT FUTURE sn2u To Ine scope CEILING -MOUNTED F71 HVAC: DIFFUSERS VN (SIZE AND TYPE PER FVC FIRE HOSE VALVE CABINET UON UNLESS OTHERWISE NOTED NUMBER OF STORIES: Of WOrK WITnOU1 p. �0- 3,,r0VdI Of the All� 2'XZ FLUORESCENT LIGHT FWC FABRIC WALL COVERING STORIES ABOVE GRADE PLANE: 2 Tukwila Building Dlv�s,on. M A GENERAL NOT ES T� 0 —0— 30SIIII� CEILING -MOUNTED 2X4' FLUORESCENT LIGHT MECHANICAL V�11 DRAWINGS) FWP FABRIC WRAPPED PANEL(S) VERT VERTICAL VEST VESTIBULE GA GAGE VNR VENEER STORIES BELOW GRADE PLANE: 0 NOTE: Revisions will reauve a new plan submittal and may include additional plan review. SEISMIC DESIGN CATEGORY: CEILING -MOUNTED GALV GALVANIZED VIR VAPOR RETARDER VX4� FLUORESCENT LIGHT GEN GENERAL, GENERATOR VWC VINYL WALLCOVERING D I'vtmgopw" 1 . DO NOT SCALE THE DRAWINGS. (HIDDEN) CEILING -MOUNTED HVAC RETURNS[EXHAUSTS (SIZE AND TYPE PER GFRC GLASS -FIBER REINFORCED CONCRETE W WEST, WIDE W/ WITH PROPOSED AREA OF REMODEL; 918 SF OF PROJECT STRIP FLUORESCENT LIGHT V\'] GFRG GLASS -FIBER INTERIOR AREA MECHANICAL REINFORCED GYPSUM W/o WITHOUT (EXPOSED) CEILING -MOUNTED DRAWINGS) GFIRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING CORE AND SHELL FIRE RATINGS: 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. STRIP FLUORESCENT LIGHT WALL -MOUNTED CEILING -MOUNTED HVAC ITEMS GIL REINFORCED PLASTIC GLASS WD WH WOOD WALL HYDRANT EXISTING - NO CHANGE 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE CORRECTION STRIP FLUORESCENT GYP GYPSUM WP WEATHERPROOF, WATERPROOF, INTERIOR FINISHES: SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE LTR LIGHT VN GYP ED GYPSUM BOARD WR WATERPROOFING, WORK POINT WATER RESISTANT PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 0 DOWNLIGHT H HB HIGH HOSE BIBB WT WWF WEIGHT WELDED WIRE FABRIC 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS ACCENT CEILING -MOUNTED ACCESS PANEL HCWD HOLLOW CORE WOOD XFMR TRANSFORMER TWO PARKING STALLS REMOVED. OVERALL PARKING PROVIDED - 770 STALLS. OVERALL PARKING REQUIRED - OTHERWISE INDICATED. DOWNLIGHT HD HAND DRYER 496 STALLS. G> WALL -WASHER HDBD HARDBOARD 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE nECFIVED DOWNLIGHT HOW HARDWARE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FIR& THE FACE CITY OF TUMVILA SCONCE -TYPE 6 x HDWD HARDWOOD OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED (WALL -MOUNTED) HM HOLLOW METAL OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. DEC 16 2019 LIGHT HO HOLD OPEN 0 CEILING -MOUNTED EXIT CEILING -MOUNTED FIRE SPRINKLER HORIZ HR HORIZONTAL HOUR 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE LIGHT HT HEIGHT CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL PERMIT CENTER 6 WALL -MOUNTED EXIT LIGHT HVAC HEATING, VENTILATING, AND AIR REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED CONDITIONING STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER SAISEY SABEY ARCHITECTURE 12201 TuWla Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.corn 19't ISTERED �REG CH T -_I "ON W11D KARA� M. 'WYRSON L7-:� LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 SEPARATIi PERMIT RE UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVIBION -7 M E T E 'RE P an E F Ca R 0 M R I I T [REVIEWED FOR CODE COMPLIANCE I A p OV PPROVED J J 0 3 AN 03 2;k Ci� of TU CitY Of Tukwila ni BUILDING DIVISION 1 1215/19 PERMIT REVISIONS REV. E)Af� DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein wrisfitute the original and unpublished work of the Saboy Corporation and the same may hot be duplicated, used or disclosed without the written consent of the Sabey Corporation. 2 3 4 9, 6 7 ri 9 10 A �I C D L=m F )A.. " I , " [9) 1 DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS"BUILDING STANDARD'ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTION& 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6, MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT 7, WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION 11 - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4� ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 UB./CU. FT.,' THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND.030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, 6. SHELF EDGING TO BE VINYL. DIVISION Vill - DOORS AND WINDOWS 08210 -WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2, DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 7. ALL DRYWALL TO BE 5/8" TYPE"X"UNLESS OTHERWISE NOTED. PROVIDE "MIR'TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: A. SYSTEM DESCRIPTION 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. B. DEFLECTION REQUIREMENTS: MMMUM OF 11240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES B. CODE REQUIREMENTS 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED, ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE"C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK' BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4, OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: 1.RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16- ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A, AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4' BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 6-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING V-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5�-O' OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. F. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FORTHE SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTORS OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S'LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. H.REFERENCES 1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7, ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN IZ-O'. ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6"OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURERS WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 114"OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION LION. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1W OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B"CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL� (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THATWERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM LON. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RELITES TO RECEIVE 1"MINI-BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS,ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4, PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS. 5. ALL NEW WATER HEATERS ARE 0 BE INSTALLED WITH DRIP PAN. 6.ALL PLUMBING FIXTURES TO ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODE& 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND SELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3, PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS, 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANrS REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15"AFF TO THE CENTER LINE, LION. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED LON. 6. GFI CIRCUITS TO BE LOCATED 24'FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND"OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED- OUTLETS FOR -CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE), ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, LION. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANrS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11, THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGNIBUILD, PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19� THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWERIDATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWERIDATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON: 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, LION. 4. REUSE ALL EXISTING BIS FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK, 6� ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. nECFIVED CITy oF WKWILA DEC 16 2019 PERMIT CENTER SABEY SABEY ARCHITECTURE 12201 Tukwila InV Blvd - 4th Floor Seaftle WA 98168 206.28;.8700 Sabey.com ��6194 REGISTERED �A IIT T KARA M. A DE SON STATE OF LOAD11"MIG D 0 C K A IND IM A MP FW*M INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 [ REVIEWED FOR CODE COMPLIANCE '4 APPROVED 0 JAN 03 20210 C C y 0 ity of Tukwila it fTU UIL I IVI c BUILDING DIVISION REV.1 DATE I DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and wntten matedal appearing herein constitute the anginal and unpublished work of the Sabey Corpombon and the same may not be duplicated, used or disolosed without the written consent of the Sabey Corporation. NOTES AND SPECIFICATIONS FOU51 A I C no E 2 DEMO SITE PLAN KEYNOTES: (DEXISTING 1 2'"WATER METER ON 2'DOMESTIC WATER SERVICE. SEE I/A-100 FOR SCOPE OF INTERIOR DEMOLITION. //-,� DEMO SITE PLAN N 4 5 6 7 8 9 10 11 1 11 .. ... .. - - - - - 0 (�) EXISTING 1 " IRRIGATION DEDUCT METER. 4' 8' 16' 1*7 SITE PLAN KEYNOTES: (DNEW CUR131% SEE DETAIL 2]A-004. (D NEW BOLLARD. SEE DETAIL 21A-004. (D OUTLINE OF FOOTING AT T-W BELOW FINISH FLOOR. 0 NEW STRIPING AND LETTERING, COLOR TO MATCH EXISTING. n3 NEW SCISSOR LIFT PIT. SEE CIVIL PLANS. SCISSOR LIFT MODEL DI-5-59M. (DEXISTING DOOR AND STAI RS TO REMAIN. NEW CATCH BASIN. SEE CIVIL PLANS, NEW 2WILKINS 375 XL RPPA IN HOTBOX, MODEL PEZI-BEIGE. PROVIDE 2V X 3F X 4- (D CONCRETE PAD. SEE CIVIL PLANS. SITE PLAN 0 4' 8' 1610 SCALE: 1/8" = 1 '-0" SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com 94 �REGISTERED CW C E KARA M. NDERSON STATE OF WASHINGTON LOADING DOCK INTERGATE.EAST 11, BUILDING IS 12501 EAST MARG NAL WAY SOUTH TUKWILA, WA 98168 EREVIEWED FOR :� E D I CODE Cl MPLIANCE 0 APPROVED J j 0 a AN 03 20210 MY Of TukWila UIL IVI, 9 BUILDING DIVISION I 1 1215/19 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Satrey Corporation and the same may net be duplicated, used or disclosed without the written consent of the Sabey Corporation. SITE PLANS nECFIVED CITY OF TUKWILA DEC 16 2019 PERMIT CENTER Joe A=003 SCALE: 1/8" = V-0" 10 #3 CONT. RADIUSED SMOOTH CONC. CAP 1/2" RADIUS 3" ODE BAND OF REFLECTIVE RED TAPE PLANTER 4" DIA. GALV. PIPE FILLED W/ CONCRETE PA�NT TO MATCH BU LDING FIN. GRADE . ............... CONC. FOOTING Li 4 PAVING/CONC. PER PLAN CONCRETE CURB BOLLARD SCALEA 1/2" 1'-0" SCALE:112" 1'-0" -------------------------- % ----------- STEEL CHANNEL BEYOND at JAMB INSULATED COILING DOOR (PAINTED) ---------- -------------- NEOPRENE WEATHERSEAL FIN. FLR. ELEV. STEEL ANGLE J� PER STRUCTURAL v v 7 27 ELEVATION KEYNOTES: BUMPER BEYOND (D NEW SHIELDED EXTERIOR LIGHT. EX STING GLAZING AND PORTION OF WALL TO BE (D REIMOVED. SEE STRUCTURAL PLANS. (D NEW INSULATED COILING DOOR. COILING DOOR SILL (T� NOT USED EXTERIOR ELEVATION WEST 0 NEW SHIELDED EXTERIOR EMERGENCY LIGHT. SCALEA 1'-0" (6 5 SCALE: 1/4" = 11'-0" NEW STUCCO FINISH. SEE DETAIL 71A-004. PAINT TO MATCH BUILDING. V CE�M _-Z LASTER 15N� L SELF —FURRING METAL LATH FACER DRAINAGE MAT 7/8" CEMENT PLASTER WEATHER RESISTANT BARRIER/ AIR BARRIER SELF —FURRING METAL LATH S.A.F.F. OVER & BEHIND METAL A F CER a FLASHING DRAINAGE MAT SHEET METAL FLASHING, MINIMUM 6" LAPS W.R.B./AIR BARRIER SEALED WITH THREE BEADS OF SEALANT, NEW OVERHEAD 5/8" TYPE 'X' G.F.S. PROVIDE FULLY SOLDERED BOOTS AT COILING DOOR. GYP. SHEATHING TYPICAL WALL CONSTR.— CORNERS 5/8- TYPE 'X', GFS GYP SHEATHING ATTACH PER MANUFACTURER'S PER PLAN FACE OF STUD SPECIFICATIONS S.A.F.F. OVER CASING N ----------- ------------ FLANGE METAL DRIP FI:ASHNe-- ACROSS OPENING ,X, CASING BEAD "S 'Y P. SHEATHING — AINT INSECT SCREEN V MOLD W.R.B./A.B. EXTEND 12" UP WALL 4 FACE OF WALL C�MENT PLASTER HEAD C�MENT PLASTER BASE NOT USED EXISTING WINDOW &S 8 AND WALL TO BE 11�0" SCALE:3" SCALE: 1" 1'-0" REMOVED NEW INSULATED OVERHEAD COILING DOOR NEW PAVEMENT, PER CIVIL AND STRUCTURAL PLANS nECEIVED CITY OF TUKWILA DEC 16 2019 PERMIT CENTER SECTION AT NEW OPENING �S!_ LEA/2" = f-O" 0 'r-2 I q -- 0)9> SABEY SABEY ARCHITECTURE u I a nt v - 4th Floor Seattle 98168 206.281.8700 Sabey.cont ERED T KARA M. ANDERSON STATE OF WASHINGTON LOADING DOCK INT R ATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION 1 1215/19 PERMIT REVISIONS RIEV.1 DATE I DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and Written material appearing herein constitute the edginal and unpublished work of the Sabey Corporation and the same may not be duplioated, used or disclosed without the written consent of the Sabey Corporation. SITE DETAILS AND EXTERIOR ELEVATION W1110111 Mc 1 2 3 4 5 6 7 8 9 10 A B C D E F �4 H I I 2 ------------- 6'-8 1/2" DEMO FLOOR PLAN 0 2' 4' 8'0 SCALE: 1/4" = V-13" FLOOR PLAN 0 2' 4' 8' SCALE: 1/4" = V-10" E3 01 DEMO FLOOR PLAN KEYNOTES: (D EXISTING WALLS AND DOORS TO BE REMOVED. EXISTING WALLS AND CASEWORK TO BE REMOVED. PORTION OF EXISTING WALL TO BE REMOVED FOR NEW DOORS. EXISTING WALL, RELITES AND DOOR TO BE REMOVED. \2-J EXISTING DOOR TO BE RELOCATED. /T\ EXISTING WALL AND WINDOWS TO BE REMOVED, REFER TO \-:j STRUCTURAL PLANS. RELOCATE WATER LINE WITHIN WALL. WALL LEGEND EXISTING WALL TO REMAIN ------ EXISTING WALL TO BE REMOVED 3 10 FLOOR PLAN KEYNOTES: NEW DOORS. SEE DOOR SCHEDULE. (D RELOCATED EXISTING CORRIDOR DOOR. NEW DOORS AND FRAMES BY TENANT, PROVIDE POLISHED CONCRErE FLOOR IN / CORRIDOR, WITH 4'RUBBER BASE AND NEW PAINT \_fj ALIGN WALL WITH EDGE OF COLUMN. TO MATCH. A IN EW 8'WIDE INSULATED MANUAL OVERHEAD (D PROVIDE CARPET TO MATCH IN HALLWAY, WITH 4 COILING DOOR WITH SEALS. RUBBER BASE AND NEW PAINT TO MATCH. /8N PROVIDE POLISHED CONCRETE FLOOR IN LOADING WALLLEGEND AREA, WITH 4� WOOD WAINSCOT AND PAINT ABOVE. EXISTING WALL TO REMAI N (::K:) NEW HAL nECEIVED CITY OF WKWIlli-A DEC 16 2019 PERMIT CENTER 0' SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.conn 61,94 REGISTERED KARA M. ANDERSON STATE OF WASHINGTON LOADIINIG DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 [ REVIEWED FOR W CODE COMPLIANCE APPROVED JAN 03 2020 C City of T, 'if. ity of Tukwila UILDI IVISI BUILDING DIVISION 1 12/5119 PERMIT REVISIONS REV. DATE DESCRIPTION ISSUE DATE: 10130/19 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed Without the written consent of the Sabey Corporation. 1 2 3 4 5 6 7 8 9 10 i A B C REFLECTED CEILING PLAN 0 2' 4' SCALE: 1/4" = V-0" D REFERENCE ASTM E 580 528.5 SPRINKLER HEAD 14 t0�1"MIN. ACOUSTIC PANEL OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF 1"OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH F 1 � OR W1 IN 114 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 3"OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 — PERIMETER UNATTACHED A ��) SCALE: 3" = V-0" PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH V 1. OR WITHIN 114 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8"OF LESS REFERENCE ASTM E 580 5.2. MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE ICC-ES REPORT 1308 PERIMETER UNATTACHED - PROPRIETARY SCALE: 3" = 1'-0" ACT AT CEILING SOFFIT Qj SCALE 3"= 11-01, 3. STRUT CONNECTION TO STRUCTURAL STEEL WIRE HANGER 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK 4 > WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES + PROVIDE 6' MIN CLEAR BETWEEN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC 5 FIREPROOFING IF REQUIRED (2) 0.145� DIA. POWER ACTUATED FASTENER MIN LOADS EA IN 316'THICK STEEL. TENSILE STRENGTH Fu=58ksi: TENSION 250, SHEAR 250 CUT FLANGES AND BEND #10 SMS EACH SIDE AT LAP (2) 318- EXPANSION ANCHOR 2-1/4' LONG FOR NOMINAL 2' EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE fc 3000 psl: TENSION 961LB, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 X 1-1/2 X 12 GA OR 162TI25-16 (2)#10S.M.S 1. STRUT CONNECTIO N TO CONCRETE SLAB COMPRESSION STRUT -114"LONG, 318' EXPANSION ANCHOR 2 MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND 43 CON—ESSION STRUT BY 0 SIMS EACH SIDE AT LAP 400SI37-33 (20 GA) STUD TO 8FT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC. 115.6.2.2 REFERENCE ASTM E 580 528 LATERAL FORCE BRACING - DIRECT OPTIONAL COMPRESSION STRUT 1114- EMT (MIN. 0,061- THICK), GALVANIZED WITH 1-1/2' EMT SLEEVE. DETAIL PER 2013 UAL rUKN1A BUILDING CODE STAINDARD DETAIL CL3.20 WIRE HANGERS TIE TO RUNNERS 314'MIN. WITH (3)TIGHT TURNS WITHIN 3, 2'MAX, MIN. 0'-I'MAX WIRE HANGERS TIE TO RUNNERS AIN 5 WITH (3)TIGHT TURNS WITHIN 3% `01. MIN, COPE FLANGE OR FATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE (2) 1/4' DIA. MACHINE BOLT, CEILING TILE Typ� COMPRESSION STRUT AT RUNNER SCALE: W=1�0- I... . DEC ' SABEY SABEY ARCHITECTURE 12201 TuWla Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.corn 6194 REGISTERED C T T KARA M. L7-�� LOADING DOCK AND PZAMP INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FOR IVEn CODE COMPLIANCE 'UMVILA APPROVED 6 2019 JAN 03 2020 CENTER City of Tukwila I BUILDING DIVISION REV.1 DATE I DESCRIPTION ISSUE DATE: 10/30119 DRAWN BY: TS CHECKED BY: TS APPROVED BY: KA PROJECTINO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed Without the written consent of the Sabey Corporation. REFLECTED CEILING PLAN AND DETAILS 2 3 4 5 6 7 8 9 10 A D E PARTITION -TYPE VARIES HOLLOW METAL FRAME 11 A HOLLOW METAL Fr\/_%ME - DOOR HEAD PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME DA HOLLOW METAL FrV_xME - DOOR JAMB NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING WITH FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS WITH FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. r4 A-60Y ....... '-4 FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE - — --------- — ---------- OPENING SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE FIRE RTG TYPE — --------------- CONFIG FIN — ----- TYPE CONFIG FIN HEAD JAMB(S) SILL W H 01 NEW LOADING DOCK HWO1 6'- 4" T- 0" HOLLOW METAL V1 PAINT MTL 2 PAINT 1/A-601 3/A-601 LEFT DOOR SWING 180 DEGREES 02 NEW CORRIDOR EXISTING 3' - 4" 7'- 0" HOLLOW METAL F PAINT .... . MTL . ................. — 1 PAINT 1/A-601 3/A-601 EXISTING DOOR TO BE RELOCATED 03 NEW LOADING DOCK PER MFR 8' - 0" 8'- 0" HOLLOW METAL CL PAINT MTL - PAINT INSULATED MANUAL DOOR WITH SEALS HWOI 1 PASSAGE LATCHSET 3 PAIR HINGES 2 DOOR CLOSERS 2 FLOOR -MOUNTED DOOR STOPS 2 KICK PLATES T-6" HIGH DOOR SCHEDULE FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 314'SHORT TO ALLOW 3W DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 314'CLEAR SPACE TO ALLOW 3/4' DEFLECTION. 00 NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4' DEFLECTION SCALE: 3" 1'-0" FRAMING, INSULATION, AND FINISH MATERIALS TO UNDERSIDE OF CEILING 5 A 601 A101 =A -------- =B NON -FIRE RATED NON -FIRE RATED FULL -HEIGHT PARTITION BRACED AT PARTITION CEILING 5' F V1 1 2 (FLUSH) (VISON LITE W1 TEMPERED GLASS) FRAME CONFIGURATION LEGEND ACOUSTICAL ILL' SEALANTAND SEISMIC DESIGN CATEGORY A AND B: BOND BREAKER STEEL -ONLY DECK: TAPE I NO 8 SCREWS AT 16"OC CASING BEAD, TYP OR STEEL AND CONCRETE DECK: HILT[ X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 2e OC, EMBED 31,r PER ESR-2269 SEISMIC DESIGN CATEGORY C, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12"OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157"DIAMETER POWDER -ACTUATED FASTENERS AT 18' OC, EMBED 3W PER ESR-2269 ACOUSTICAL I NON -ACOUSTICAL PARTITION. TYP i PARTITION. TYP CL (COILING) DOOR CONFIGURATION LEGEND CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4� WIDE PLATE (20 GAGE MINIMUM) AT 48' MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X-U 0.157' DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3W, MIN 4' SPACING PER ESR-2269 PARTITION PERPENDICULAR TO FLUTES PARTITION BETWEEN PARALLEL FLUTES FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE =C ONE -HOUR RATED FULL -HEIGHT PARTITION a 111& 1: 1 Cl 4 11 to] 2 F.11 2 618"GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 2 112' METAL STUDS 3518"METALSTUDS 6'METALSTUDS t METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT 20'-0* HNISH MAI ERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) 0 z STENERS: ac� 0 AT PLYWOOD FLOOR (MINIMUM 3/4' 2 � �3 CDX): PROVIDE NO 8 X I - WOOD SCREWS 0 (2) AT 24MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16' 2; i� MAXIMIM 00 STAGGERED FOR 2 LAYERS 0 GYPSUM BOARD EACH SIDE 8< AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILT[ X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314"PER ESR-2269.24* MAXIMUM OC STAGGERED FOR I LAYER GYPSUM BOARD EACH SIDE, 16' MAXIMUM GC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE r:-� PTN-TO-FLR CONNECTION THE PARTITION -TYPE DESIGNATION OR ---- — WALL -TYPE DESIGNATION IS A THREE -UNIT CODE THAT INDICATES THE CONFIGURATION, =1a CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITIONAVALL VERTICAL CONFIGURATION OF PARTITIONfWALL PARTITIONAVALL SYMBOLOGY NO INSULATION BATT ACOUSTICAL INSULATION InECEIVEI) BATT THERMAL CITY OF TUI"'JILA INSULATION t I INSULATION DEC 16 2019 DESIGNATION PERIVIrrCENTER NOTES: 1. SEE SPECIFICATION FOR STUD SPACING AND GAGE. 2. WHERE FIRE ANWOR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD REQUIRED SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT FIRE AND/OR ACOUSTIC PERFORMANCE IS NOT COMPROMISED. SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com 6194 j RE�GISTERED T CTL RC T CT KARA M. ANDERSON STATE OF WASHINGTON LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION 1 12/5/19 PERMIT REVISIONS REV.1 DATE I DESCRIPTION ISSUE DATE: 10130119 DRAWN BY: TS CHECKEDBY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing hemin constitute the original and unpublished work of the Saboy Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DOOR SCHEDULE AND DETAILS IARTITION FRAMING... P2 011 ,, 4- 7 gir DocuSign Envelope to: B671C3DC-FCD7-47E6-8BE7-36D2A6B70626 I 2 3 4 5 6 7 8 9 10 A B C M E F ------- --- F_ EX SO CO EX IRRIGATION rn! -_.,CONTROL @ VALVE (TYP) NEW 6 CURB SAWCUT AND NEW STRIPING'/,,��REMOVE 45 LF OF E X MATCH EX GRADE EX CURB NEW 36 LF 6"0 SO @ S=1.97%"� CB TYPE I W1 SILT BARRIER CONSTRUCT CB OVER EX.12"O SID N=182422.14 E= 1280768.19 SEE NOTE 1 TH SHEET RrM=38.34 IE=34.29, 6"0 E 39. R3 EX WATER R1 LINE C) -A 00 U1 38. LOADING ZONE PLAN VIEW INTERGATE EAST . 11, BLDG. B LOADING DOCK AND SCISSOR LIFT ADDITION NEW NEENAH R-2525-A YARD DRAIN OR APPROVED EQUIVALENT IQ.O N=182411.86 E= 1280802.22 TG=39.3 IE=35.0 (SEE DETAIL 8 THIS SHEET) NEW SCISSOR LIFT PIT 0 ELEV = 39.3 (SEE DETAIL A THIS SHEET) PRESERVE AND PROTECT EX WATER VALVE -40.0 NEW RPPA IN HOTBOX NOTES 1. CONTRACTOR TO VERIFY LOCATION, ELEVATION, SIZE AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. LEGEND EG = EXISTING GRADE FG = PROPOSED GRADE Fused disconatct switch (By electrical coalfactoo Unestarter/transformar shipped toose for wall mounting (Mounted tirld wifet; by electrical contractor) Rod plastic vent plug sh�ppoct cofWed with vent line under table =t a. e r unit IiinsIde builtift where convilaient (mounted by installe') y4" elecifical conduit with (3) =14 AWG leads toy pit contractor) Hyciflulie "Re 1114 clear went hose 73-/Y' instilled through unde,graund 2- pit widt1b cond.4 W11 W >1 to co Safety rails 42" high removable in flush pockets chain Weather-proof puslibutton I �_'k. d �NEMLA7�4_X,,on 20 ft Ikor se (shipped 'am) diamond Plate deck surface_ - _SVil pit deP111 tot to bridIng I pit SCISSOR LIFT DETAIL =1� ittlied split Ittrow-over ptale R pointed Safety yell-- I evel joeguard skirts ow S9" Verficat travel reeess for tmrow-owtr plate ' ( I I 1-LI-L-1 LJJ� D ---------------- CONSTRUCTION ZONE I F 7" 1 ks Departincrut for conformance with current ('Jtv standards. AcrIptance is subject to errors and oinissions which do not a,ithorize violations of --dopred standards or ordinances. The responsibility 7 , or the adequacy of the design rests totallv with the ftsiLmer. Additions, deletions or revisions to these drawings after this date will void this acceptance will require a resubmittal of revised drawings for subsequent apureval. Final acceptance is subject to field inspection by the Public Worls utilities inspector. Date: By. IS - ' I - 1�$ L L R-2525 Series Inlet Frame, Grate Light Duty WE A sa. PERIMETER CATAL" GRATE FT. UNEAL NUMBER TYPE OPEN FEET R-252�A E Ga 31 R-2525-C 6 G4 461 R 252�1) 6 . . R-1115-E E 06 43 R-2525-F 6 Ge 5.4 R-25n-G 0 R8 $6, I— A __ 6 G F C E Catalog No. A B Dimensions C in inches E IF G H Frame/Lid R-2525-A 12 1 11 19 4 1 1 R-1791-A R-2525-C 15 314 13/8 14314 21 43/4 3/4 1 R-1910-C R-2525-D 15 L4 13/8 15 23 43/4 3/4 1 R-1910-B R-2525-E 18 1 17 25 41/2 1 1/8 1 114 R-1791-E B-2525-F 20112 5/8 18 30 5 1 718 R-1791-F R-2525-G 191/2 11/2 18 29 51/2 314 314 R-1791-G NEENAH YARD DRAIN DETAIL , .0 NO BUILDING B :E-J- IT '4—i D F TF -i"i I I I, &Frw "I V, D - F1 'm", _J LLL I I L - Li 11-1,L11-lit-1 L -------------- W-- W— S 126TH ST LOCATION MAP SCALE: 1 " = 60' s =�t - D n nECEIVED CITY OF TUIWIA DEC 16 2019 PE C INTER SABEY SABEY ARCHITECTURE 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 20U81.8700 Sabey.corn c' < r Q) a C/) 0: C C W LIJ z E to eo. z 0 N Cl) ") E W -, 0 03 0 G C/5 0) 0 C 0 z < a F_ (D c: E -J< U) _Y I 00 0 0,3: z C) 0 0 2 ,I ce) -- -a cr) LL BAR 40111 -P/ST NAL 12/11/2019 T_ 1-- r) 0 0 z U) < >- 00 co co �e < 3: '00 _5 W 0 _J 0) Z 0 < W < < ry < r) F- W < U) 0 < F- W U') C\l REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION REEV _�.DAJEE_j DESCRIPTION ISSUE DATE: 12/11/2019 DRAWN BY: ADP CHECKED BY: LGB APPROVED BY: LGB PROJECT NO: 262-033-019 All drawings ano written material appearing nerem constitute the original and unpublished work of the Sabey corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey corporation. GRADING& UTILITY PLAN I C - 1.0 SCALE: I " = 10' I 2 3 4 5 i I 8 9 10 A B C W A GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - IGE 11 Bldg B - 12501 E. Marginal Way S., Tukwila, WA 98168 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition, Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a. Roof Live Load See snow load / 20 psf (reducible per code) b. Snow Load Basic ground snow load - Pg = \-} risf Basic roof snow load - Pf = 25 psf Importance factor - 13 = 1.0, snow exposure factor - Ce = 1,0 Drifting snow is not required in the design. c. Seismic Risk Category 11 Ss = 1.506, SI = 0.565, le = 1.0, Site Class "D", SDS = 1,004, SDI = 0,565 Seismic Design Category = D Basic Seismic Force Resisting System(s) = SRCSW CS = 02, R = 5. Equivalent lateral force procedure was used. d. Wind Load Risk Category 11 Basic wind speed (3 see. gust) VULT = 110 mph, VASD = 98 mph Exposure B. Kzt = 1.0 IBC Load Cases per sec- 1605-2 or 1605.3.1 only Kc! = 0.85 Importance factor 1 �0. 2 psf of collateral loads was used in uplift design. OSHASTANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS, THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAV\iNGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE 80 THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF, IN ACCORDANCE WITH SOILS REPORT NO. E-8806 AND SUPPLEMENTAL LETTER DATED 8-11-99 PREPARED BY EARTH CONSULTANTS, THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. CONCRETE F'c=3000 PSI. @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE 1/11 CEMENT. USE TYPE III (HIGH EARLY STRENGTH) CEMENT FOR MEAT PLATFORM. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER VVITH 3% TO 6% AIR BY VOLUME. DO NOT USE AIR ENTRAINMENT FOR INTERIOR SLABS ON GRADE. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, V-10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (V-10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURE&'. WELDED WIRE FABRIC WVVF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY VIATH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES WEATHER & EARTH FACE 1-1/2 INCHES FORMED SURFACES INTERIOR FACE 314 INCHES SHOULD THE REINFORCING SUPPLIER ANDIOR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#4/#1 3" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGSTO THE IMPERIAL SIZES ONLY. ITWILLBETHE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 Qy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSIIAWS D1.4-92, -STRUCTURAL WELDING CODE - REINFORCING STEEL". USE EBOXX LOW HYDROGEN ELECTRODES CONFORMING TO ANSUAWS A5.1 OR A5�5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NOA I BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD VIATHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: VIADE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) TUBE COLUMNS ASTM A-500, GRADE B (Fy=46,000 PSI) WELDHEAD STUDS ASTM A-1 08 (Fy=55,000 PSI) ALL -THREAD ASTM F1554, GRADE 36 (Fy=36,000 PSI) MACHINE BOLTS ASTM A-307 HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS' (12/31/09). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS DIA "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1W', CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 ADHESIVE ANCHORS: CONCRETE HILT] HIT -RE 500 V3 PER ESR-3814 AND HILTI HIT-HY 200-R PER ESR-3187 CAST IN PLACE ANCHORS CONCRETE EMBED PER PLANS AND SECTIONS SCREWANCHORS: CONCRETE HILT] KVAK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ 1) PER ESR-3027 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 -14 SECTION 17.1.2 INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 - 14 SECTION 17.8.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPO RE 500 V3 PER ESR-3814RT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS VvRIT7EN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONC. EXPANSION & DRILLED -IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFY CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS. WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS- INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. STEEL: IN ACCORDANCE WITH TABLE ON SO.3 AND REFERENCED STANDARDS. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION, NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING SEA FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. ARCHITECT BAL- BALANCE B. OR BOT. BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC, CONCRETE C.S.J. CLOSURE STRIP JOINT EA. EACH E,E. EACH END E,F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION E.N.W. OR ENW ENGINEERS NORTHWEST EQ. EQUAL E.S. EACH SIDE E-W. EACH WAY F�O.C. FACE OF CONCRETE F.O.S. FACE OF STUD FV�W. FACE OF WALL FTG. FOOTING GA. GAGE GALV. HOT DIP GALVANIZED G..B. GYPSUM WALL BOARD H. OR HORIZ. HORIZONTAL I.B�C. INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL I.F INSIDE FACE INC. INCLUDING K KIP (1000 POUNDS) L.W. LONG WAY M.B.S. METAL BLDG SUPPLIER N.F. NEAR FACE N.T.S. NOT TO SCALE oc ON CENTER 0 , F OUTSIDE FACE O.S. OUTSIDE 03.0� OUT TO OUT M.O. MASONRY OPENING PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT. SECTIONS Slm� SIMILAR S.J SHRINKAGE JOINT STIL. STEEL SW SHEARWALL SYMM, SYMMETRICAL T. TOP T..B. TOP OF BEAM T-F. TOP OF FOOTING T..S, TOP OF STEEL TOP OF SLAB T..W. TOP OF WALL TYP. TYPICAL AT ALL SIMILAR PLACES U.N.O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.F.F. VERTICAL FAR FACE VEY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.N.F. VERTICAL OUTSIDE FACE WA.B.O. WASHINGTON ASSOC. OF BUILDING OFFICIALS w/ WITH W/o WITH OUT W.H-S. WELD HEAD STUD @ AT -A I iiosc, phins lla", beer, , - rmewed il�\ flic Pjd�.jic l)rP.rtMc1M for conforInalicc, with current Cilv standard,,. Acrcpuiricc is subject to errors and OnulsiOns which do not a,ithorize violations of �dnlllcd standards or ordinances. The rcsponsibiljj� "or 'he adequ"' Of tile design rests totally with 'the I-Ics,gnc,. Additions, delct' 1� tons or revisions to these _ings 9 f"cl this date will void this acceptance ,d will require a resubmittal of revised drawings for subsequent approval, Final flcccPt',Iflcc is sutject to field inspection by IlIc Public Works utilities inspector. CD I )ate: By: I —W11 VIEWED FROM INSIDE FACE WEST ELEVATION_ SCALE: 1/8" = V-0" C 0 PER ARCH. NOTE: 9 8" CONCRETES B-�DN-GRADE wl #3 @ 18"oc ED . WAY @ CL i SLAB OVER SUE -BASE c? S PREPARED PER SOILS TYP. REPORT. TOP 0 SLAB IS PER CIVIL ENGINEEF DRAVONGS. D " 7 > HAUNCH 0 S.J. 91 L — — — — — — — 9 b 1 31 '-0" F-- — — — — — -j L -1 1 �(—R�56,5 ;L I V�Y. EXISTING S EP FT6� VEY. XIST. 7'-9"xT-9"FTG CTR�. 8" INSIDE GRID(D VEY. XISTING V-6 C.JINT. FOOTING VEY - ISTING 99 � � 7 -9 1/4" I.C. PANEL > _ L PARTIAL FOUNDATION PLAN o,-,o < ��NLITE& 3132" = V-0" 1. ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO < CONSTRUCTION. SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS WARCH. 5. SEE S/2.2 FOR TYPICAL SLAB JOINT DETAILS. 3601-01, E F --I AREA OF WORK 1/S1.I L 01-0.1 nECFIVED KEY PLAN CITY OF TUKWILA N.T.& DEC 16 2019 011& 0 PERMIT CENTER V19&V OW) M ae SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com L P 257M L 12-11-19 STRUCTURAL ENWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST �I, BUILDING B 12501 EAST MARG NAL WAY SOUTH TUKV\nLA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 CitY Of Tukwila BUILDING DIVISION A, 1215/19 PERMIT REVISIONS REV� DA�bESCRIPTbN ISSUE DATE: 10/30119 DRAWN BY: D.T. CHECKED BY: D.T. APPROVED BY: D. LAKE PROJECT NO: 99124008 All drawings and witten material appearing herein constitute the anginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. 1 2 3 4 5 6 7 8 9 10 A B C D E F G-90 GALV. L3x31/4 w/ 2- #4 5/8"0 x 0'-6" W.H.S. @ 2'-O"oc & 6" FROM CORNERS —\ 4 4, 4 1L 41 2 SECTION MIN. Q.")— 3/4'=11-y' 9 1/4" H PANELBEYOND G-90 GALV. L3x3xl A TRIM w/ 518"0 x 0'-6" W. H.S. @ 24"oc & 6" FROM CORNERS 4" E i EMBED _ 2;4 #4 SLAB OWLS @ T-0"oc 03 W EA. WAY W/HILTI HY-200 EPDXY (EMBED 4") #4x2'-O" HORIZ. SLAB DWLS. @ 2'-O"oc x 6" ENDS w/ HILTI (-T-0") HY-200 EPDXY (EMBED 4") (VFY. EXIST.) 10 4 4" EMBED DOR 3,600 SECTION 3/4" = 1�9' A nECEIVED CITY OF TU14'MiLA DEC 16 2019 PERMIT CENTER SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com L CINAL 12-11-19 STRUCTURAL ONWENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 [REVIEWED FOR W CODE COMPLIANCE APPROVED J j 2020 AN 03 ]2020 CItY of Tukwila IVISIOM BUILDING D M Al 12/5/19 PERMIT REVISIONS REV� F —DATE-- DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: DT� CHECKED BY: D7. APPROVED BY: D LAKE U) z PROJECT NO: 99124008 n p All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. Uj W a 52,1 2 1 MAX. 4" 6" 8" 1--4" V-4" A G-90 GALV. 16GA. CONT. TRACK W/ /2.'OHILTITZ 1 (EM ED4 CEITEIL�N'E@ SPANDREL — FM T-0" C 1 0 1 z 0 W Z Z 5 0 < D 151111111111 F (E) WINDOW (E) 13A]PANEL--/ F W z (E) 5" S.O.G -------- \ —4 #4 F— SLAB / WALL DTLS. EA. WAY @ 6" ENDS & 2'-0" TYP. W/ HILTI HY-200 EPDXY (EMBED 4") 3 4 5 6 D 10'-4" (E) 2--6" JAMS V-4" 1 �4' 11-4" 8" 4" 4" CENTERLINE CONT TRACK PER 61S2.2' BUILT-UP BOX BEAM 12"x2"x16GA. EA. SIDE CL CL CL L OIL w/ MATCHING TRACK 4— T.& B. wl #10 @ V-17'oc I ALL 4 SIDES EXTEND JOIST WEBS OVER END POSTS I Lj wl B- #10 EACH SID EACH FACE DETAIL B G-90 GALVANIZED BUILT-UP JAMBS 2- 8"xl 518"xl6GA. STUDS & 16GA. TRACK W/ 4- #10 (11E. CDR) @ 12"oe & 6" ENDS— G-90 GALV. L3x3xl/4 w/ 5/8"0 x 0'-6" W.H.S. @ 24"oc & 6" S.O�G. — G-90 GALV. 16GA. TRACK W/ HILTI KBTZ @ V- (EMBED 4") G-90 GALV. 11 16GA. BOTTOM TRACK W/ 3- #10 EACH SIDE & 2- 1/2"0 HILTI TZ (EMBED 4") (E) 13�PANEL -z F D (E) PANEL JOINT U) FINISH GRADE PER ARCH. BAL. PER CIVIL CONC. SLAB PER CIVIL WHERE OCCURS M' ------------------------------------------------------ -------------------------------------- SECTION (VIEWED FROM INSIDE FACE. 3/4" = V-0" HAUNCH 7 8 9 10 MAXIMUM SPACING & LOCATION PER SLAB JOINT PLACEMENT PLAN USE 314" x 14" ROUND DOWEL BASKET ASSEMBLY 2" OR APPROVED EQUAL, W/DOWELS @ 24�'oc. BASKET 1:14 x 1/8" SOFT -CUT JOINT CL CLRfSHOULD BE MANUFACTURED TO HOLD DOWELS AT SLAB PER PLAN 1/4" OF SLAB CTR, 4 .02 NOTE: 0— 1�) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. 3.) WHERE REBAR OCCURS IN SLAB STOP REBAR NOTE: SLAB THICKNE9 17" CLEAR EACH SIDE OF JOINT. & REI�F. PER PLAN EXTERIOR AT TRUCK APRON & 1- #4 CONT. TOP & BOT. COMPACTOR / BALER SLABS ONLY 111. ;MF—@2�4'oc SHRINKAGE JOINT (S.J.) (NIA FOR DUCTILCRETE SLABS) 3/4" = 1 �4' 00— , MAXIMUM SPACING & LOCATION GREENSTREAK 3/4" x 18" SQUARE DOWEL OR � 1 1 �21112 PER SLAB JOINT PLACEMENT PLAN APPROVED EQUAL, @ 24"oc MAX. LOCATE * 1/8" mi I 1=1 I OF MID. POINT OF SLAB. MOVE REBAR IF NEEDED. SLAB PER PLAN HOLD DOWEI-12" FROM PERPENDICULAR JOINTS 4 4 4* 44m! .-?<D - NOTE: �o 0 0' 0 a., 0— 1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. I M,, -LI F,, 3.) WHERE REBAR OCCURS IN SLAB STOP REBAR NOTE: SLAB THIC�K�NESS 7" CLEAR EACH SIDE OF JOINT. & REINF. PER PLAN EXTERIOR AT TRUCK APRON & COMPACTOR / BALER SLABS ONLY CONSTRUCTION JOINT (C.J.) (N/A FOR DUCTILCRETE SLABS) 3/4" = 1 1-01. RE001VED CjTy OF`eut-' %V;LA DEC 16 2019 PERMIT CENTER SABEY SABEY ARCHITECTURE 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 Sabey.com 0 TA 257M L 10ONAL 12-11-19 ONWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725ThirdAveNE, Sulte207, SeatUe,WA98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com LOADING DOCK INTERGATE.EAST 11, BUILDING B 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 E�-Vl D MPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVI�I�N Al 12/5/19 PERMIT REVISIONS REV. I DATE DESCRIPTION ISSUE DATE: 10/30/19 DRAWN BY: D.T. CHECKED BY: 133� APPROVED BY: D LAKE U) Z PROJECT NO: 99124008 n All drawings and mitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the mitten consent of the Sabey Corporation. Uj U) z 0 z D 0 LL