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HomeMy WebLinkAboutST - 6101 S 180TH ST - QWEST - STORAGE TANKSTAN K(S) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 61O1S18OTHST PARCEL NUMBER(S) 8700210060 RELATED PERMIT NUMBER(S) 64-10 65-10 Date: 2/12/10 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Charter Construction located at 6101 South 180th Street 64-10 65-10 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall require a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. CHARTER CONSTRUCTION Curtis Chaves Superintendent 980 South Harney Street Seattle, WA 98108 Phone: 206-382-1900 Fax: 206-382-0450 CeII: 206-718-9182 curtis@chartercon.com www.chartercon.com T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # ��/v / lr•5 �� RECEIPT # -00 % 1 DATE RECEIVED: 2 -(2 10 DATE ISSUED: FIRM NAME: l.iNv4.PR-- �F2 C/ -3i".e-►-)e. PHONE: 2(c) 3E1,Z-1 [ 0C FIRM ADDRESS: Q E50 S, 5 AcVv.z-- w fish___ .. .e. JOB SITE: ) NUMBER OF TANKS TO BE REMOVED/INSTALLED: 'Z. INDIVIDUAL TANK CAPACITY (GALS): Z/3$0 & PRODUCT TO BE STORED: 11) 1 TOTAL AGGREGATE CAPACITY (GALS): S ---(cd A-1 NAME OF BUSINESS AT JOB SITE: q1/43 ES -To -W &A. Lt \3— _ (ArN \1>__ PERSON IN CHARGE: ("<LCAk.r6.-*.= t PHONE: ©!a "ntS6 Z� C,)fri `act I've 13/4/704 -� ��- X19: -753 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 200, 00 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 F E D C B A 8 I 7 6 5 4 3 2 NOTE: OVERALL SHIPPING DIMENSION: 4'-10" L X 2'-10" W X 5'-2" H 1" TOP VIEW 4'-10" RAMON 3" ITEM „ SUGGESTED FUNCTION MN - 6" -2" 2" FILL 3 1/2" 4'-10" RAMON 3" ITEM SIZE SUGGESTED FUNCTION 1 2" SPARE 2 2" FILL 3 1/2" DRAIN FOR SPILLBOX 4 7 GAL. SPILLBOX, DWG."SBB002" 5 2" PRIMARY TANK WORKING VENT 6 2" MECHANICAL GAUGE/SPARE 7 4" PRIMARY TANK EMERGENCY VENT 8 SMALL LIFTING LUG 9 4" SECONDARY CONTAINMENT EMERGENCY VENT 10 2" SECONDARY MONITOR PORT 11 2" SECONDARY WORKING VENT TANK SPECIFICATIONS VENTING CAPACITY: PRIMARY TANK - 63,200 CUBIC FEET PER HOUR SECONDARY TANK - 73,700 CUBIC FEET PER HOUR MATERIAL: PRIMARY TANK - 10 GA. SECONDARY TANK - 10 GA. 2'-9„ 2-10" BID NEW 1 3'-9„ 14'-1" PRODUCT CODE GALLONS DESCRIPTION OVERALL SIZE SHIP WT. LCAA1280DS001 280 UL -142 DOUBLE WALL LUBE CUBE TANK W/SPILLBOX 4'-10" L X 2'-10" W X 4'-1" H 850 LBS. THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF CONTAINMENT SOLUTIONS. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT. rCONTAINMENT II SOLUTIONS CUSTOMER NAME APPROVED BY: DATE: DRAWN BY: D. ROVANG DATE DRAWN:03-01-09 DWG NUMBER: 5100115 SCALE: 1:24 REV: REV BY: DATE: 8 I 7 6 5 1 4 I 3 I 2 SHEET:1 OF 1 I � F D C B A F E D c B A a I 7 6 5 1 4 3 2 6" 6" 1" NOTE: OVERALL SHIPPING DIMENSION: 5'-1" L X 3'-10" W X 6'-2" H 2'— 1" 15" 14" TOP VIEW 5' 1" ELEVATION 7" F3" ITEM SIZE SUGGESTED FUNCTION 2" I 2 '© O O O to 3 1/2" © 4 > 0 Q. 2" 14" TOP VIEW 5' 1" ELEVATION 7" F3" ITEM SIZE SUGGESTED FUNCTION 1 2" SPARE 2 2" FILL 3 1/2" DRAIN FOR SPILLBOX 4 7 GAL. SPILLBOX, DWG."SBB002" 5 2" PRIMARY TANK WORKING VENT 6 2" MECHANICAL GAUGE/SPARE 7 4" PRIMARY TANK EMERGENCY VENT 8 SMALL LIFTING LUG 9 6" SECONDARY CONTAINMENT EMERGENCY VENT 10 2" SECONDARY MONITOR PORT 11 2" SECONDARY WORKING VENT TANK SPECIFICATIONS VENTING CAPACITY: PRIMARY SECONDARY MATERIAL: PRIMARY TANK - SECONDARY TANK 3' 9" 1 '--Ili 3' " I 4'-7" TANK - 94,800 CUBIC FEET PER HOUR TANK - 126,000 CUBIC FEET PER HOUR 10 GA. - 10 GA. 3' 10" END VIEW 1" 4'-9'5'-1,. PRODUCT CODE GALLONS DESCRIPTION OVERALL SIZE SHIP WT. LCAA1500DS001 500 UL -142 DOUBLE WALL LUBE CUBE TANK W/SPILLBOX 5-1" LX 3'-10"WX5-1"H 1,425 LBS. THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF CONTAINMENT SOLUTIONS. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT. rCONTAINMENT 11 SOLUTIONS CUSTOMER NAME APPROVED BY: DATE: DRAWN BY: D. ROVANG DATE DRAWN:03-01-09 DWG NUMBER: 5100117 SCALE: 1:32 REV: REV BY: DATE: SHEET:1 OF 1 a I 7 6 5 4 I 3 2 I 1 F E D c B A KEY COTES: NEW 6'-0" HIGH HESCO BARRIER. ±1730 LINEAR FEET — SEE 2/G.01 PROVIDE CDF UNDER FLOOD BARRIER © ± 1'-0" HIGH RETAINING WALL/ CURB. VERIFY HEIGHT IN FIELD. MAINTAIN OPENING UNTIL U.S. ARMY CORP OF ENGINEERS ISSUES 5—DAY ADVANCE FLOOD WARNING. PLACE FLOOD BARRIER IMMEDIATELY. PROVIDE PRE—FAB METAL UP & OVER EQUIPMENT LADDER OVER 6' BARRIER. REMOVE DOORS TO INSTALL HESCO BARRIER. CLOSE REMAINDER OF OPENING W/ PLYWOOD (PAINT TO MATCH DOOR & FRAME). STORE DOORS AS DIRECTED BY OWNER. PROVIDE NEW GATE VALVE IN NEW VAULT ON EXISTING SANITARY SEWER LINE. SIZE VAULT & VALVE TO FIT EXIST. PIPE (V.I.F). PROVIDE PADLOCK FOR VALVE TO LOCK IN OPEN/CLOSED POSITION. SOUTH 180th STREET EXISTING OVERHEAD DOOR RECYCLING AREA QWEST COMMUNICATIONS SEATTLE TRANSPORT SWITCH SITE 6101 SOUTH 108TH STREET 217,026 S.F. NOT USED IN THE EVENT OF FLOODING, PLACE PUMPS IN C.B. AND PROVIDE HOSE TO PUMP STORM WATER OVER FLOOD BARRIER. PUMPS PROVIDED E3Y OTHERS COORDINATE WITH OWNER AND SUPPLIER. IN THE EVENT OF FLOODING, TEMPORARILY SEAL STORM SEWER OUTFALL AND CONNECTION TO C.B.'S OUTSIDE OF FLOOD BARRIER TO KEEP WATERS FROM BACKING UP. 10. COORDINATE PLACEMENT OF BARRIER W/ (E) BOLLARDS. 11. IN THE EVENT OF FLOODING, PLACE SAND BAGS AT EXTERIOR & INTERIOR OF DOOR. 12. PUDDLE PUMPS ON ROOF AT ROOF DRAINS. PROVIDE HOSE AS REQUIRED TO DISCHARGE OUTSIDE FLOOD BARRIER. PUMPS PROVIDED BY OTHERS COORDINATE WITH OWNER AND SUPPLIER. TEMPORARILY SEAL ROOF DRAINS. DOWNSPOUTS THAT ARE CONNECTED TO OVERFLOW SCUPPERS ARE TO REMAIN OPEN. 13. TEMPORARILY SEAL FLOOR DRAINS ON BUILDING INTERIOR. FLOOR DRAINS HAVE NOT BEEN SURVEYED. PROVIDE A UNIT PRICE. 14. STORE ADDITIONAL FILL MATERIAL ON SITE FOR HESCO BARRIER & SAND BAGS. PROTECT FROM WEATHER. 15. SPOT ELEV. ARE APPROX. AND BASED ON EXIST DRAWINGS FROM ORIGINAL BUILDING. VERIFY ALL ELEV. t ! ELEVATION MIN. 6'-0" 710 28.18' FUEL CELL 24.31' FUEL CELL ELEVATION 25.88' PUMP ATION ISSUES / REVISIONS DESCRIPTION ELEVATION 26.79' BID DOCUMENTS 12/01/09 2 CONSTRUCTION DOCUMENTS W/ ADDENDA #1 & #2 12/09/09 TEMPORARY FUEL STORAGE PERMIT 01/12/10 SEGALE DRIVE 1600 7TH AVE., SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. EX BUILDING EX BUILDING ARCHITECTURE ENGINEERING KDW, PS 10202 5th Avenue NE Seattle, WA 98125 208.547.1940 p 206.547.8212 f www.kdw.net REGISTE ARCHI ARNOLD M. AAKMO STATE OF WASHINGTON 1. zci./o K-09-17700 EX BUILDING BUILDING ID BUILDING NAIE SEA. TRANSPORT SWITCH SITE 6101 SOUTH 180TH ST. TUKWILA, WA 98188 WARM SITE PLAN SITE PLA\ KB/JK CASE MAW 11.18.09 BJSNo K-09-17700 0"3/,<- //)2 c00000 ELEVATION 26.79' BID DOCUMENTS 12/01/09 2 CONSTRUCTION DOCUMENTS W/ ADDENDA #1 & #2 12/09/09 TEMPORARY FUEL STORAGE PERMIT 01/12/10 SEGALE DRIVE 1600 7TH AVE., SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. EX BUILDING EX BUILDING ARCHITECTURE ENGINEERING KDW, PS 10202 5th Avenue NE Seattle, WA 98125 208.547.1940 p 206.547.8212 f www.kdw.net REGISTE ARCHI ARNOLD M. AAKMO STATE OF WASHINGTON 1. zci./o K-09-17700 EX BUILDING BUILDING ID BUILDING NAIE SEA. TRANSPORT SWITCH SITE 6101 SOUTH 180TH ST. TUKWILA, WA 98188 WARM SITE PLAN SITE PLA\ KB/JK CASE MAW 11.18.09 BJSNo K-09-17700 0"3/,<- //)2 GE\FRAC NOTES VICINI NAP CODE INFORMATION DO NOT SCALE DRAWINGS: THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DIMENSIONS: A. THOROUGHLY REVIEW ALL PLANS AND SPECIFICATIONS. VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. B. VERIFY LOCATION AND DISPOSITION OF EXISTING AND PROPOSED UTILITIES BEFORE STARTING WORK. CALL LOCAL DIG NUMBER FOR LOCATOR AND CONTACT ALL QWEST REPRESENTATIVES TO VERIFY LOCATIONS AND CLEARANCES. C. EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR WALLS. D. DIMENSIONS ON PLANS ARE TO FINISH FACE OR CENTERLINE UNLESS NOTED OTHERWISE. 3. THE DRAWINGS AND SPECIFICATIONS: A. ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. B. THE INTENT OF THE DRAWINGS IS TO SHOW GENERAL SCOPE AND INTENT OF THE WORK. METHODS AND MATERIALS NOT EXPLICIT BUT IMPLIED ARE INTENDED TO BE BUILDER DESIGNED, FURNISHED AND INSTALLED. 4. COORDINATION: A. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. B. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS WITH APPROVED SHOP DRAWINGS, BEFORE PROCEEDING WITH THE WORK. C. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT SPECIFIED BUT SUCH CONNECTION AND/OR INSTALLATION IS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SUCH CONNECTION AND/OR INSTALLATION. THIS WORK SHALL INCLUDE ALL UTILITY HOOK-UPS. D. COORDINATE WORK SCHEDULE WITH THE OWNER'S FLOOD PROTECTION PROJECT DURING INSTALLATION. 5. ABBREVIATIONS: THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE OF COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF ALL CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 6. CODES: ALL WORK SHALL CONFORM TO APPUCABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS AND ORDINANCES WILL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS. 7. PROVIDE ALL REQUIRED PERMITS: A. GENERAL BUILDING PERMIT HAS BEEN APPLIED FOR AND A DEPOSIT HAS BEEN PAID. THE CONTRACTOR SHALL PROVIDE ALL ADDITIONAL PERMITS. B. ALL POSSIBLE RIGHT OF WAY WORK TO BE PER CITY DEPARTMENT OF ENGINEERING STANDARDS. C. WORKING HOURS FOR THE USE OF LOUD EQUIPMENT SHALL BE LIMITED TO TIMES ESTABLISHED BY THE LOCAL JURISDICTION. THIS EQUIPMENT SHALL INCLUDE BUT IS NOT LIMITED TO GENERATORS, COMPRESSORS, GRADERS, DRILLS, COMPACTORS, RADIOS, AND OTHER SIMILAR EQUIPMENT. 8. BUILDING AND EQUIPMENT: A. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY AS MUCH AS REASONABLY POSSIBLE. B. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. (DO NOT BURY ON SITE) 9. STAGING. MATERIAL. HANDLING & STORAGE: A. COORDINATE STAGING AND MATERIAL STORAGE AND CONTRACTOR-LAYDOWN AREAS WITH OWNER AND ARCHITECT. B. PROVIDE TEMPORARY RESTROOM FACILITIES FOR CONSTRUCTION PERSONNEL C. SUBMIT STAGING PLAN OF CRANE OPERATIONS FOR TANK INSTALLATION TO OWNER & ARCHITECT FOR REVIEW. D. KEEP ALL MATERIALS STORED ON SITE SECURE, DRY, CLEAN AND READY FOR INSTALLATION. 10. GENERAL ARCHITECTURAL NO S: A. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING FACILITIES WHICH ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER. B. PROVIDE ALL LABOR & MATERIALS, NOT EXPLICITLY STATED IN THE DRAWINGS, AS REQUIRED FOR A COMPLETE INSTALLATION. C. ALL MATERIALS NOT SPECIFIED EXPLICITLY IN THE DRAWINGS ARE TO BE COMMERCIAL QUALITY, HEAVY DUTY AND DESIGNED FOR USE OUTDOORS (WHEN REQUIRED). D. INSTALL ALL ITEMS AND MATERIALS PLUMB, LEVEL AND SQUARE (90' ANGLES) UNLESS SPECIFICALLY REQUIRED FOR FUNCTIONALITY. E. SHOP DRAWINGS & SUBMITTALS i. PROVIDE SHOP DRAWINGS FOR ALL SHOP -FABRICATED ITEMS, INCLUDING BIDDER -DESIGNED ITEMS. ii. PROVIDE SUBMITTALS FOR ALL SPECIFIED PRODUCTS & MATERIALS, INCLUDING BIDDER -DESIGNED ITEMS. iii. PROVIDE (3), SETS OF EACH SHOP DRAWING OR SUBMITTAL PACKAGE FOR REVIEW. AS AN ALTERNATE, PROVIDE ELECTRONIC SUBMITTALS. COPIES OF ELECTRONIC SUBMITTALS SHALL BE SENT TO BOTH THE OWNER AND THE ARCHITECT. iv. ALLOW (10) BUSINESS DAYS FOR REVIEW OF SUBMITTALS & SHOP DRAWINGS. F. REQUESTS FOR INFORMATION (RFI) i. ALL CONTRACTOR QUESTIONS THAT MAY HAVE SCOPE, SCHEDULE OR COST IMPACTS TO THE PROJECT MUST BE SUBMITTED IN WRITING. THE CONTRACTOR SHALL INCLUDE ESTIMATES OF COST & SCHEDULE IMPACT WITH THE RFI. ii. RFIS SHALL BE SUBMITTED (15) BUSINES DAYS BEFORE WORK AFFECTED BY THE RFI IS SCHEDULED TO BEGIN. iii. ALLOW (10) BUSINESS DAYS FOR REVIEW AND RESPONSE TO ALL RFIS. G. PROJECT CLOSEOUT i. CONTRACTOR SHALL PROVIDE (3) SETS OF 0&M MANUALS TO THE OWNER. a. 0&M MANUALS WILL CONTAIN COPIES OF ALL MANUFACTURER'S MAINTENANCE & INSTALLATION LITERATURE, WARRANTIES, PARTS LISTS, MSDS SHEETS WHERE APPLICABLE, ETC. ii. CONTRACTOR SHALL PROVIDE (3) SETS OF AS -BUILT DRAWINGS TO THE OWNER, AND (1) SET TO THE ARCHITECT. 11. GENERAL STRUCTURAL NOTES: A. CONCRETE MIX DESIGN: ALL CONCRETE EQUIPMENT PADS TO BE MIN. 2500 PSI (28 -DAY STRENGTH). i. PROVIDE ASTM C618, CLASS F FLY ASH WHEN AVAILABLE. B. CONCRETE REINFORCING: ALL CONCRETE REINFORCING TO BE GRADE 60 STEEL BAR OR WELDED WIRE MESH. C. STEEL FASTENERS & ACCESSORIES: STEEL FASTENERS & ACCESSORIES TO BE TYPE 316 STAINLESS STEEL, UNLESS OTHERWISE INDICATED. D. CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED SPECIAL INSPECTIONS & TESTING FOR STRUCTURAL WORK (I.E. EPDXY ANCHORS). 12. GENERAL MECHANICAL NOTES: A. ALL PIPING AND EQUIPMENT TO BE INSTALLED WITH ADEQUATE SUPPORTS, ANCHORS & FASTENERS. B. PIPE SUPPORTS TO BE UNISTRUT, GALVANIZED FINISH FOR ALL PARTS & ACCESSORIES. USE ONLY COMPATIBLE ACCESSORIES & FASTENERS OF SAME MANUFACTURE. C. PIPING DIAGRAMS ARE SCHEMATIC. THE CONTRACTOR IS RESPONSIBLE FOR FINAL COORDINATION OF ALL PIPING & PIPE SUPPORTS WITH WORK FROM OTHER TRADES. 13. GENERAL ELECTRICAL NOTES: A. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPUCABLE CODES, INCLUDING CHAPTER 5, ARTICLES 500-50 AND 514 OF THE NATIONAL ELECTRIC CODE. SEAL ALL CONDUITS AS REQUIRED UNDER THE CODE. B. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND ASSOCIATED FEES. C. DESIGN/BUILD SCOPE OF WORK: i. PROVIDE ELECTRICAL POWER TO SUBMERSIBLE PUMPS AND ASSOCIATED CONTROLS FOR (2) ABOVE -GROUND FUEL STORAGE TANKS. ii. PROVIDE ELECTRICAL POWER TO EMERGENCY SHUT-OFF SWITCHES, AS SHOWN ON THE PLANS. iii. PROVIDE A VEEDER-ROOT MONITORING SYSTEM CAPABLE OF MONITORING THE (2) NEW FUEL TANKS AND THE EXISTING GENERATOR BELLY TANKS. iv. PROVIDE (2) NEW 20A, 120V DUPLEX CONVENIENCE RECEPTACLES AS SHOWN ON THE PLANS. v. PROVIDE GROUNDING FOR ALL NEW EQUIPMENT PER NEC REQUIREMENTS. D. PERFORMANCE REQUIREMENTS FOR DESIGN/BUILD SCOPE: i. ALL NEW CIRCUITS ARE TO BE LOCATED ON EXISTING BUILDING PANELS & FED BY STAND-BY POWER. ii. EXISTING BURIED CONDUIT RUNS ARE IN PLACE AT EACH EXISTING GENERATOR SLAB. TRACE RUNS AND USE EXISTING CONDUIT WHEREVER FEASIBLE. iii. ALL CONDUIT TO BE 1" E.M.T. WITH COMPRESSION -TYPE FITTINGS, SUITABLE FOR OUTDOOR USE. DO NOT USE FLEX CONDUIT. ALL CONDUIT TO BE WEATHERTIGHT & INSTALLED WITH 90' ANGLES. iv. ALL LOW -VOLTAGE SIGNAL WIRING SHALL BE RUN IN SEPARATE CONDUIT FROM ELECTRICAL POWER WIRING. v. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL ELECTRICAL WORK. DRAWINGS MUST INCLUDE LOCATIONS & TYPES OF ALL PANELS, OUTLETS, ETC., SPECIFICATIONS FOR ALL MATERIALS, ONE -LINE DIAGRAMS FOR ELECTRICAL POWER AND COMPLETE SIGNAL WIRING DIAGRAMS FOR THE VEEDER-ROOT MONITORING SYSTEM. E. PENETRATIONS: SEAL ANY PENETRATIONS MADE IN THE BUILDING ENVELOPE TO BE WATER TIGHT. FIRE STOP ANY PENETRATIONS IN RATED WALLS. F. GROUNDING: i. LOCATE EXISTING BUILDING GROUND RING OR NEAREST CONNECTION POINT. CONNECT NEW EQUIPMENT TO EXISTING GROUND RING. ii. ALL CONNECTIONS TO THE SBTC ARE TO BE EXOTHERMICALLY WELDED. ATTACHMENT TO NEW EQUIPMENT AND STRUCTURE IS TO BE VIA TWO HOLE LUGS. EXPOSE BARE METAL FOR GOOD CONTACT AND PAINT OVER TO MATCH EXISTING. iii. AVOID SHARP BENDS IN THE SBTC. MIN. RADIUS TO BE 8". iv. ALL GROUNDING TO BE PER NEC REQUIREMENTS AND QWEST STANDARDS. 7 78Ul EA St r Parkway Trilard Cr 111):'1 2 • S t8Ol. a1 = rk Dr La L C 17110 7.7 v -.F3C aur:' r' 5.186 13 lac er t 0 • 3a tSeth1 St 14+Gth Sin _f7 ti CODES: 2006 INTERNATIONAL BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE INDOOR AIR QUALITY CODE 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2006 NATIONAL ELECTRICAL CODE (NEC) 2006 UNIFORM PLUMBING CODE (UPC) 2006 INTERNATIONAL F1RE CODE (OBC) OCCUPANCY: TYPE OF CONSTRUCTION: B (COMPUTER DATA CENTER) TYPE I -FR CONSTRUCTED 1993/2001 TOTAL BUILDING AREA: 89,250 G.S.F. (BLDG 1) 128,227 G.S.F. (BLDG 2) 329, 742 G.S.F. (TOTAL) ZONING - TUKWILA URBAN CENTER 2 HR FIRE RATED CONSTRUCTION - SPRINKLERED (QUICK RESPONSE HEADS) LEGAL DESCRIPTIO\ BUILDING LOCATION PARCEL NO. 3523049120 PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 86-45 SS RECORDING NO 8609081152 AS AMENDED BY CITY OF TUKWILA LOT LINE ADJ NO 93-0085 RECORDING NO 9311301961 AS LOT 3 DAF - PORTION OF SW 1/4 OF NE 1/4 - BEGIN NW CORNER OF SW 1/4 OF NE 1/4 TH S 87-50-09 E 449.30 FT TH S 02-09-51 W 36 FT TO S MGN OF S 180TH ST & POB TH S 87-50-09 E 786.92 FT TH ALONG CURVE TO RIGHT RADIUS OF 50 FT THRU C/A OF 95-35-05 ARC DISTANCE OF 83.41 FT TH S 07-44-56 W 348.56 FT TH N 87-50-09 W 802.76 FT TH N 02-09-51 E 401.77 FT TO POB --- LOT 3 OF CITY OF TUKWILA LOT UNE ADJ NO 93-0085 RECORDING NO 9311301961 --- LESS RR R/W ESMT IN NE 1/4 & SE 1/4 (OPERATING PROPERTY) FUEL TANK INSTALLATION NOTES SITE PLAN SUMMARY OF WORK 1. CONTRACTOR SHALL SUPPLY QWEST WITH A DETAILED WORK SCHEDULE AND UPDATE PROGRESS AND/OR CHANGES ON A WEEKLY BASIS. 2. CONTRACTOR SHALL PROVIDE THREE SETS OF SUBMITTALS ON ALL EQUIPMENT TO THE ENGINEER PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THREE COMPLETE SETS OF OPERATION, MAINTENANCE AND TEST DATA, WHICH SHALL INCLUDE A) ALL MANUFACTURER'S LITERATURE, SUBMITTAL DATA COPIES, INSTALLATION, OPERATION AND MAINTENANCE DATA ON ALL EQUIPMENT AND DEVICES INSTALLED. THIS IS TO INCLUDE TANKS, SENSORS, WELLS, PIPING, DOUBLE CONTAINMENT SYSTEM, SUMPS, AND ALL OTHER INSTALLED ACCESSORIES. B) ALL TEST RESULTS INCLUDING BUT NOT LIMITED TO PRESSURE AND/OR LEAK TESTING. C) ALL PERMITS, COPIES OF SIGNED -OFF PERMITS FROM ALL AGENCIES INVOLVED. D) COPY OF CORRESPONDENCE WITH VARIOUS AGENCIES CONCERNING THIS PROJECT. E) ALL DOCUMENTS AND DATA SHALL BE INSTALLED IN A RING BINDER AND EACH SECTION APPROPRIATELY IDENTIFIED. OUTSIDE COVER SHALL CLEARLY IDENTIFY JOB LOCATION AND DATE. F) AS -BUILT DRAWINGS. 4. NO GALVANIZED PIPE OR FITTINGS FOR DIESEL SERVICE WILL BE ALLOWED. 5. NEW PIPING TO BE TESTED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND SPECIFICATIONS. 6. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS. 7. TANKS AND PIPING SHALL BE TESTED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS WELL AS STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL PROVIDE ALL REQUIRED TESTING. 8. ABOVE GROUND PIPING FOR FUEL OIL SUPPLY & RETURN LINES TO BE WELDED BLK SCH 40 STEEL PIPE. 9. ALL EQUIPMENT, HARDWARE AND SYSTEM COMPONENTS MUST BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 10. PAINT ALL ABOVE GROUND PIPING. 11. INSTALL ALL PIPING PER MANUFACTURER'S MINIMUM BEND RADIUS AND ALL OTHER MANUFACTURER'S INSTALLATION SPECIFICATIONS. CONTRACTOR SHALL AIR PRESSURE TEST ALL PRIMARY PIPING PRIOR TO CONNECTING TO TANKS. ISOLATE AND CAP ALL PRIMARY PIPING RUNS & PRESSURE TEST AS REQUIRED BY LOCAL AGENCY. SOAP TEST ALL JOINTS AND INSPECT FOR LEAKS. REPAIR ANY LEAKS DISCOVERED AS REQUIRED. STAND-BY GENERATOR COURTYARD C c c c C C SOUTH 180TH STREET 4 6101 SOUTH 180TH STREET INSTALL (2) NEW UL 2085/142 STEEL DOUBLE-WALL ABOVE -GROUND STORAGE TANKS, 12,000 GAL DIESEL i/4FUEL EACH. / /////////� LOADING DOCK 11111 A (•III III■ 7, A BUILDI ENTRY G l MWM oo 0000 LOADING DOCK •�,.00000000 0.4,40000# 0000000000000000000000000000000000000000 ..,:%''�•��•• • o ,.ice MINIM 17?, ______1\�� \ .00 .0 •.• •0• ••- SITE PLAN SCALE: 1" = 50' - SF: 600 25' 100' Z _____V" W \ 'Or \ \ 1 INSTALL TWO (2) 12,000 GAL UL 2085/142 LISTED STEEL DOUBLE-WALL, ABOVE -GROUND STORAGE TANKS ON EXISTING CONCRETE SLABS. POUR NEW CONCRETE SLAB & PROVIDE HOSE REEL & FUEL FILLING STATION. PROVIDE DESIGN/BUILD ELECTRICAL POWER & VEEDER ROOT MONITORING. Qwest FUEL TANK INSTALLATION 6101 SOUTH 180TH ST. TUKWILA, WA, 98188 ARCHITECT KDW ARCHITECTS, P.S. ARNOLD KRAAKMO - PRINCIPAL ARCHITECT 10202 5TH AVE NE SUITE 102 SEATTLE, WA 98125 PHONE: (206) 547-1940 FAX: (206) 547-8212 MECHANICAL ENGINEER KDW ARCHITECTS, P.S. JACK STEVENS 10202 5TH AVE NE SUITE 102 SEATTLE, WA 98125 PHONE: (206) 547-1940 FAX: (206) 547-8212 OWNER QWEST JAMES MICHAEL 1208 NE 64TH SEATTLE, WA 98115 PHONE: (720) 578-3456 FAX: (206) 345-2641 GRAPHIC SYMBOLS SHEET I\DEX XXX DETAIL TWO DRAWING FOUR WALL SECTION B DRAWING SIX ELEVATION B DRAWING SIX DOOR NUMBER NORTH ARROW ROOM NUMBER PROPERTY DATUM G.01 GENERAL NOTES AND SITE PLAN A.01 ENLARGED PLANS A.02 TANK SECTIONS & DETAILS M.01 MECHANICAL PLANS & DETAILS ISSUES / REVISIONS NO. DESCRIPTION DATE BY SCHEMATIC DESIGN 11/20/09 BJS ABBREVIATIONS BID DOCUMENTS 12/01/09 BJS A.B. ANCHOR BOLT ABV. ABOVE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM C.B.. CATCH BASIN CLR. CLEAR CONC. CONCRETE CONT. CONTINUOUS CONTR. CONTRACTOR DBL DOUBLE DET. DETAIL DIA. DIAMETER DIM. DIMENSION DR. DOOR EA. EACH ELEC. ELECTRIC ELEV. ELEVATION EQ. EQUAL EXIST. EXISTING F.H., FIRE HOSE F.F. ` FINISH FLOOR FIR. FLOOR GA. GAUGE GALV. GALVANIZED N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE 0.A. OVERALL 0.C. ON CENTER 0.F.C.I. OWNER FURNISHED - CONTRACTOR INSTALLED OPNG. OPENING PR. PAIR PTN. PARTITION R.B. RUBBER BASE REINF. REINFORCING REQD. REQUIRED SCH. SCHEDULE SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION STL. STEEL STD. STANDARD SYS. SYSTEM THK. THICK TYP. TYPICAL U.N.O. UNLESS NOTED HDWR. HARDWARE OTHERWISE HT. HEIGHT W/ WITH INSL INSULATION WT. WEIGHT LOC. LOCATION MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURE MIN. MINIMUM MISC. MISCELLANEOUS MTL METAL CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE., SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The Information contained herein should not be ,b,closed to unauthorized pereons. It to meant for use by authorized representativee of WEST Communications KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net (ONSULTM T HF K-09-17400 PAID APR 19 2010 TUKWiiLA FIRE ,#//oog Qwest BUILDING ID BUILDING NAME STREET ADDRESS CRY, STATE FLOOR SEA. TRANSPORT SWITCH SITE 6101 SOUTH 180TH ST. TUKWILA, WA 98188 DESCRIPTION GENERAL NOTES SITE PLAN CONSULTANT NAME KDW, PS CONSULTANT NAME QWEST DRAWN BY TATE 0 CHECKED BY REVISED BY 1 SCALE KB/JK 11.20.09 BJS ANG NO CASE NUMBER JOB NO. K-09-17400 SHEET NO. G.01 ELECTRICAL ROOM (E) GENERATOR (E) GENERATOR (E) C.B. ❑ (E) GENERATOR BATTERY ROOM (E) GENERATOR GENERATOR COURTYARD OFFICE 1 (E) GENERATOR NEW 12,000 GAL. AST FOR DIESEL FUEL, (2) TYP. EXISTING CONCRETE PADS UNISTRUT PIPE & CONDUIT SUPPORT (E) C.B. ❑ OFFICE 2 OFFICE 3 OFFICE 4 OPEN OFFICE RAMP - HANDICAP EXISTING ±16'-0" HIGH WALL (E) MANHOLE (E) ELEC. EQUIP. (E) C.B. (E) FIBER ENTRY (T\ENLARGED SITE PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' z _ (E) GENERATOR ±21'-6" OVERALL TANK LENGTH 4'-0" TYP. 12'-6" TYP. (E) C.B. 4'-0" TYP. 8'-7" TYP. ±10'-7" OVERALL TANK WIDTH O 0 O 0 0 O 0 0 10,-0" 1 O 0 0 0000 TYP. (8) LOC. O 0 0 0 10,-0" 0000 1 O 0 L_ J 4" EXISTING CONCRETE GENERATOR PAD - 1'-3 1/2" THICK W/ #4 ® 18" 0.C. EACH WAY (E) ELEC. EQUIP. INSTALLATION PLAN SCALE: 3/8" = 1'-0" 0 4' 8' UNISTRUT P1000, TYP. FOR ADDITIONAL PIPE SUPPORTS & CROSS -BRACING UNISTRUT P2245, TYP. (4) LOCATIONS UNISTRUT P2245, TYP. (4) LOCATIONS EXISTING CONCRETE 16' 10'-0" 0.C., TYP. COLUMN SPACING (E) MAN HOLES 10,-0" a F.E. J UNISTRUT P1953 TYP. (4) LOCATIONS UNISTRUT P1001, TYP. FOR UNISTRUT P2230, TYP. (4) LOCATIONS COLUMNS & BEAMS UNISTRUT P1000 CROSS -BRACING AS REQUIRED HEIGHT AS REQUIRED 3" MIN. f PIPE SUPPORTS SCALE: 1" = 1'-0" 0 6' 1' 2' 1 PROVIDE ELECTRICAL GROUNDING PER NEC, AS REQ'D, AT ALL OUTDOOR EQUIP. AND SUPPORTS UNISTRUT P1001, TYP. FOR COLUMNS & BEAMS UNISTRUT P2073ASQ POST BASE, TYP. (8) LOCATIONS 1/2"0 HILTI KWIK BOLT W/ 1 "0 x 1/8" GALV. STL. WASHER, MIN. 4" EMBED, TYP. NEW CONCRETE PAD - SEE DETAIL 1/A.02 KEY NOTES: NEW FUEL TANK - SEE SHEET M.01. TANK INSTALLATION TO MEET LOCAL, BUILDING CODE AND FIRE DEPARTMENT REQUIREMENTS, AND SHALL COMPLY WITH WASHINGTON STATE D.O.E. REGULATIONS. PROVIDE GROUNDING PER NEC. CUT AND CAP (E) CONDUIT TO ALLOW CLEARANCE FOR THE FUEL TANK INSTALLATION. ADJUST LOCATION OF THE FUEL TANK TO AVOID (E) CONDUIT. TEMPORARILY PLACE TANK TO MARK ANCHOR LOCATIONS. DRILL & INSTALL ANCHORS PER DETAIL 5/A.02. PLACE TANK, USING STEEL SHIMS TO LEVEL & PACK WITH NON -SHRINK GROUT. PRIME & PAINT WASHERS, NUTS & EXPOSED ANCHORS TO MATCH TANK. (E) CONDUIT - TRACE PATH TO SOURCE PANEL USE CONDUIT TO FEED (N) FUEL TANK PUMPS AND CONTROLS. PROVIDE SEPARATE CIRCUITS FOR EACH TANK FROM PANEL FED BY STAND-BY POWER. SUBMIT ELECTRICAL DESIGN/BUILD PACKAGE FOR REVIEW. . CONVENIENCE RECEPTACLE GFCI 120V 20A. CIRCUIT. STAND-BY POWER, IN EXTERIOR RATED J -BOX W/ COVER. NEW VEEDER-ROOT MONITORING PANEL PROVIDE ELECTRICAL POWER FROM STAND-BY POWER CIRCUIT. PROVIDE SEPARATE CONDUIT FOR LOW -VOLTAGE WIRING. SUBMIT DESIGN/BUILD PACKAGE FOR REVIEW. 7. FUEL OIL HOSE REEL - SEE SHEET M.01. 8. FUEL OIL FILTER - SEE SHEET M.01. 9. EMERGENCY FUEL SHUT OFF - SEE SHEET M.01 & 1/A.01. 10. 50 GAL SPILL KIT. PROVIDE STEEL CABINET PAINTED W/ "SPILLKIT" ON DOORS. 11. 20LBS. TYPE ABC FIRE EXT. & EXTERIOR GRADE WALL MOUNT CABINET. 12. NEW 4" THICK CONC. PAD - SEE 1/A.02. 13. MAINTENANCE LADDER BY TANK MFR. 14. 4" GALV. STL BOLLARD, PAINTED BLACK. SEE 4/A.02. PROVIDE GROUNDING PER NEC. 15. (E) CONDUIT. 16. UNISTRUT P1001 PIPE & CONDUIT SUPPORT & CROSS -BRACING (HOT -DIPPED GALVANIZED). SEE 3/A.01. PROVIDE GROUNDING PER NEC. 17. UNISTRUT P2073ASQ POST BASE (HOT -DIPPED GALVANIZED) W/ (4) 1/2"0 HILTI KWIK BOLT ANCHORS, MIN. 4" EMBED, AND 1"0 X 1/8"0 GALVANIZED STEEL WASHERS. 18. PROVIDE LEAK DETECTION/FILL LEVEL MONITORING AT EXISTING GENERATOR BELLY TANK. SUBMIT WITH DESIGN/BUILD PACKAGE FOR REVIEW. 19. PROVIDE PIPE/CONDUIT SUPPORT - SEE 3/A.02. PROVIDE GROUNDING PER NEC. 20. FUEL TANK LIFTING LUG BY TANK MFR. TOUCH-UP PAINT AS REQUIRED AFTER TANK IS PLACED & ANCHORED. 21. FUEL TANK FILL PORT - SEE M.01. 22. 1 1/2 HP SUBMERSIBLE PUMP - SEE M.01. 23. FUEL FILL LINE TO FILTERS 9 - SEE M.01. 24. FUEL LEVEL GAUGE - SEE M.01. 25. EMERGENCY VENT - SEE M.01. 26. VENT - SEE M.01. 27. SIPHON EQUALIZATION LINE - SEE M.01. 28. GAUGE STICK PORT - SEE M.01. 29. LEVEL SENSOR - SEE M.01. 30. LEAK SENSOR - SEE M.01. 31. FUEL PUMP CONTROLS - MOUNT ON UNITRUT 42" HIGH. PROVIDE GROUNDING PER NEC. ISSUES / REVISIONS NO. DESCRIPTION DATE SCHEMATIC DESIGN 11/20/09 BJS BID DOCUMENTS 12/01/09 BJS CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE.. SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The information contained herein should not be disclosed to "nouthor¢ed persons. It is meant for use by authorized representatives of QWEST Communications KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net CONSULTANT FIRM K-09-17400 Qwest BUILDING ID FLOOR BUILDING NAME SEA. TRANSPORT SWITCH SITE MT ADDS 6101 SOUTH 180TH ST. CITY, STATE TUKWILA, WA 98188 DESCRIPTION ENLARGED PLANS CONSULTANT NAME KDW, PS CONSULTANT NAME QWEST 111 DRAWN BY DATE KB/JK 11.20.09 CHECKED BY BJS CASE NUMBER .108 NO. K-09-17400 REVISED BY SCALE NO. SHEET N0. A.01 • 0 0 -. 0 0 o 0- 0 0• 0 OFFICE 3 OFFICE 4 OPEN OFFICE RAMP - HANDICAP EXISTING ±16'-0" HIGH WALL (E) MANHOLE (E) ELEC. EQUIP. (E) C.B. (E) FIBER ENTRY (T\ENLARGED SITE PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' z _ (E) GENERATOR ±21'-6" OVERALL TANK LENGTH 4'-0" TYP. 12'-6" TYP. (E) C.B. 4'-0" TYP. 8'-7" TYP. ±10'-7" OVERALL TANK WIDTH O 0 O 0 0 O 0 0 10,-0" 1 O 0 0 0000 TYP. (8) LOC. O 0 0 0 10,-0" 0000 1 O 0 L_ J 4" EXISTING CONCRETE GENERATOR PAD - 1'-3 1/2" THICK W/ #4 ® 18" 0.C. EACH WAY (E) ELEC. EQUIP. INSTALLATION PLAN SCALE: 3/8" = 1'-0" 0 4' 8' UNISTRUT P1000, TYP. FOR ADDITIONAL PIPE SUPPORTS & CROSS -BRACING UNISTRUT P2245, TYP. (4) LOCATIONS UNISTRUT P2245, TYP. (4) LOCATIONS EXISTING CONCRETE 16' 10'-0" 0.C., TYP. COLUMN SPACING (E) MAN HOLES 10,-0" a F.E. J UNISTRUT P1953 TYP. (4) LOCATIONS UNISTRUT P1001, TYP. FOR UNISTRUT P2230, TYP. (4) LOCATIONS COLUMNS & BEAMS UNISTRUT P1000 CROSS -BRACING AS REQUIRED HEIGHT AS REQUIRED 3" MIN. f PIPE SUPPORTS SCALE: 1" = 1'-0" 0 6' 1' 2' 1 PROVIDE ELECTRICAL GROUNDING PER NEC, AS REQ'D, AT ALL OUTDOOR EQUIP. AND SUPPORTS UNISTRUT P1001, TYP. FOR COLUMNS & BEAMS UNISTRUT P2073ASQ POST BASE, TYP. (8) LOCATIONS 1/2"0 HILTI KWIK BOLT W/ 1 "0 x 1/8" GALV. STL. WASHER, MIN. 4" EMBED, TYP. NEW CONCRETE PAD - SEE DETAIL 1/A.02 KEY NOTES: NEW FUEL TANK - SEE SHEET M.01. TANK INSTALLATION TO MEET LOCAL, BUILDING CODE AND FIRE DEPARTMENT REQUIREMENTS, AND SHALL COMPLY WITH WASHINGTON STATE D.O.E. REGULATIONS. PROVIDE GROUNDING PER NEC. CUT AND CAP (E) CONDUIT TO ALLOW CLEARANCE FOR THE FUEL TANK INSTALLATION. ADJUST LOCATION OF THE FUEL TANK TO AVOID (E) CONDUIT. TEMPORARILY PLACE TANK TO MARK ANCHOR LOCATIONS. DRILL & INSTALL ANCHORS PER DETAIL 5/A.02. PLACE TANK, USING STEEL SHIMS TO LEVEL & PACK WITH NON -SHRINK GROUT. PRIME & PAINT WASHERS, NUTS & EXPOSED ANCHORS TO MATCH TANK. (E) CONDUIT - TRACE PATH TO SOURCE PANEL USE CONDUIT TO FEED (N) FUEL TANK PUMPS AND CONTROLS. PROVIDE SEPARATE CIRCUITS FOR EACH TANK FROM PANEL FED BY STAND-BY POWER. SUBMIT ELECTRICAL DESIGN/BUILD PACKAGE FOR REVIEW. . CONVENIENCE RECEPTACLE GFCI 120V 20A. CIRCUIT. STAND-BY POWER, IN EXTERIOR RATED J -BOX W/ COVER. NEW VEEDER-ROOT MONITORING PANEL PROVIDE ELECTRICAL POWER FROM STAND-BY POWER CIRCUIT. PROVIDE SEPARATE CONDUIT FOR LOW -VOLTAGE WIRING. SUBMIT DESIGN/BUILD PACKAGE FOR REVIEW. 7. FUEL OIL HOSE REEL - SEE SHEET M.01. 8. FUEL OIL FILTER - SEE SHEET M.01. 9. EMERGENCY FUEL SHUT OFF - SEE SHEET M.01 & 1/A.01. 10. 50 GAL SPILL KIT. PROVIDE STEEL CABINET PAINTED W/ "SPILLKIT" ON DOORS. 11. 20LBS. TYPE ABC FIRE EXT. & EXTERIOR GRADE WALL MOUNT CABINET. 12. NEW 4" THICK CONC. PAD - SEE 1/A.02. 13. MAINTENANCE LADDER BY TANK MFR. 14. 4" GALV. STL BOLLARD, PAINTED BLACK. SEE 4/A.02. PROVIDE GROUNDING PER NEC. 15. (E) CONDUIT. 16. UNISTRUT P1001 PIPE & CONDUIT SUPPORT & CROSS -BRACING (HOT -DIPPED GALVANIZED). SEE 3/A.01. PROVIDE GROUNDING PER NEC. 17. UNISTRUT P2073ASQ POST BASE (HOT -DIPPED GALVANIZED) W/ (4) 1/2"0 HILTI KWIK BOLT ANCHORS, MIN. 4" EMBED, AND 1"0 X 1/8"0 GALVANIZED STEEL WASHERS. 18. PROVIDE LEAK DETECTION/FILL LEVEL MONITORING AT EXISTING GENERATOR BELLY TANK. SUBMIT WITH DESIGN/BUILD PACKAGE FOR REVIEW. 19. PROVIDE PIPE/CONDUIT SUPPORT - SEE 3/A.02. PROVIDE GROUNDING PER NEC. 20. FUEL TANK LIFTING LUG BY TANK MFR. TOUCH-UP PAINT AS REQUIRED AFTER TANK IS PLACED & ANCHORED. 21. FUEL TANK FILL PORT - SEE M.01. 22. 1 1/2 HP SUBMERSIBLE PUMP - SEE M.01. 23. FUEL FILL LINE TO FILTERS 9 - SEE M.01. 24. FUEL LEVEL GAUGE - SEE M.01. 25. EMERGENCY VENT - SEE M.01. 26. VENT - SEE M.01. 27. SIPHON EQUALIZATION LINE - SEE M.01. 28. GAUGE STICK PORT - SEE M.01. 29. LEVEL SENSOR - SEE M.01. 30. LEAK SENSOR - SEE M.01. 31. FUEL PUMP CONTROLS - MOUNT ON UNITRUT 42" HIGH. PROVIDE GROUNDING PER NEC. ISSUES / REVISIONS NO. DESCRIPTION DATE SCHEMATIC DESIGN 11/20/09 BJS BID DOCUMENTS 12/01/09 BJS CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE.. SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The information contained herein should not be disclosed to "nouthor¢ed persons. It is meant for use by authorized representatives of QWEST Communications KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net CONSULTANT FIRM K-09-17400 Qwest BUILDING ID FLOOR BUILDING NAME SEA. TRANSPORT SWITCH SITE MT ADDS 6101 SOUTH 180TH ST. CITY, STATE TUKWILA, WA 98188 DESCRIPTION ENLARGED PLANS CONSULTANT NAME KDW, PS CONSULTANT NAME QWEST 111 DRAWN BY DATE KB/JK 11.20.09 CHECKED BY BJS CASE NUMBER .108 NO. K-09-17400 REVISED BY SCALE NO. SHEET N0. A.01 rN o 0- 0 0• • 0 a - 0 (1 0 OFFICE 3 OFFICE 4 OPEN OFFICE RAMP - HANDICAP EXISTING ±16'-0" HIGH WALL (E) MANHOLE (E) ELEC. EQUIP. (E) C.B. (E) FIBER ENTRY (T\ENLARGED SITE PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' z _ (E) GENERATOR ±21'-6" OVERALL TANK LENGTH 4'-0" TYP. 12'-6" TYP. (E) C.B. 4'-0" TYP. 8'-7" TYP. ±10'-7" OVERALL TANK WIDTH O 0 O 0 0 O 0 0 10,-0" 1 O 0 0 0000 TYP. (8) LOC. O 0 0 0 10,-0" 0000 1 O 0 L_ J 4" EXISTING CONCRETE GENERATOR PAD - 1'-3 1/2" THICK W/ #4 ® 18" 0.C. EACH WAY (E) ELEC. EQUIP. INSTALLATION PLAN SCALE: 3/8" = 1'-0" 0 4' 8' UNISTRUT P1000, TYP. FOR ADDITIONAL PIPE SUPPORTS & CROSS -BRACING UNISTRUT P2245, TYP. (4) LOCATIONS UNISTRUT P2245, TYP. (4) LOCATIONS EXISTING CONCRETE 16' 10'-0" 0.C., TYP. COLUMN SPACING (E) MAN HOLES 10,-0" a F.E. J UNISTRUT P1953 TYP. (4) LOCATIONS UNISTRUT P1001, TYP. FOR UNISTRUT P2230, TYP. (4) LOCATIONS COLUMNS & BEAMS UNISTRUT P1000 CROSS -BRACING AS REQUIRED HEIGHT AS REQUIRED 3" MIN. f PIPE SUPPORTS SCALE: 1" = 1'-0" 0 6' 1' 2' 1 PROVIDE ELECTRICAL GROUNDING PER NEC, AS REQ'D, AT ALL OUTDOOR EQUIP. AND SUPPORTS UNISTRUT P1001, TYP. FOR COLUMNS & BEAMS UNISTRUT P2073ASQ POST BASE, TYP. (8) LOCATIONS 1/2"0 HILTI KWIK BOLT W/ 1 "0 x 1/8" GALV. STL. WASHER, MIN. 4" EMBED, TYP. NEW CONCRETE PAD - SEE DETAIL 1/A.02 KEY NOTES: NEW FUEL TANK - SEE SHEET M.01. TANK INSTALLATION TO MEET LOCAL, BUILDING CODE AND FIRE DEPARTMENT REQUIREMENTS, AND SHALL COMPLY WITH WASHINGTON STATE D.O.E. REGULATIONS. PROVIDE GROUNDING PER NEC. CUT AND CAP (E) CONDUIT TO ALLOW CLEARANCE FOR THE FUEL TANK INSTALLATION. ADJUST LOCATION OF THE FUEL TANK TO AVOID (E) CONDUIT. TEMPORARILY PLACE TANK TO MARK ANCHOR LOCATIONS. DRILL & INSTALL ANCHORS PER DETAIL 5/A.02. PLACE TANK, USING STEEL SHIMS TO LEVEL & PACK WITH NON -SHRINK GROUT. PRIME & PAINT WASHERS, NUTS & EXPOSED ANCHORS TO MATCH TANK. (E) CONDUIT - TRACE PATH TO SOURCE PANEL USE CONDUIT TO FEED (N) FUEL TANK PUMPS AND CONTROLS. PROVIDE SEPARATE CIRCUITS FOR EACH TANK FROM PANEL FED BY STAND-BY POWER. SUBMIT ELECTRICAL DESIGN/BUILD PACKAGE FOR REVIEW. . CONVENIENCE RECEPTACLE GFCI 120V 20A. CIRCUIT. STAND-BY POWER, IN EXTERIOR RATED J -BOX W/ COVER. NEW VEEDER-ROOT MONITORING PANEL PROVIDE ELECTRICAL POWER FROM STAND-BY POWER CIRCUIT. PROVIDE SEPARATE CONDUIT FOR LOW -VOLTAGE WIRING. SUBMIT DESIGN/BUILD PACKAGE FOR REVIEW. 7. FUEL OIL HOSE REEL - SEE SHEET M.01. 8. FUEL OIL FILTER - SEE SHEET M.01. 9. EMERGENCY FUEL SHUT OFF - SEE SHEET M.01 & 1/A.01. 10. 50 GAL SPILL KIT. PROVIDE STEEL CABINET PAINTED W/ "SPILLKIT" ON DOORS. 11. 20LBS. TYPE ABC FIRE EXT. & EXTERIOR GRADE WALL MOUNT CABINET. 12. NEW 4" THICK CONC. PAD - SEE 1/A.02. 13. MAINTENANCE LADDER BY TANK MFR. 14. 4" GALV. STL BOLLARD, PAINTED BLACK. SEE 4/A.02. PROVIDE GROUNDING PER NEC. 15. (E) CONDUIT. 16. UNISTRUT P1001 PIPE & CONDUIT SUPPORT & CROSS -BRACING (HOT -DIPPED GALVANIZED). SEE 3/A.01. PROVIDE GROUNDING PER NEC. 17. UNISTRUT P2073ASQ POST BASE (HOT -DIPPED GALVANIZED) W/ (4) 1/2"0 HILTI KWIK BOLT ANCHORS, MIN. 4" EMBED, AND 1"0 X 1/8"0 GALVANIZED STEEL WASHERS. 18. PROVIDE LEAK DETECTION/FILL LEVEL MONITORING AT EXISTING GENERATOR BELLY TANK. SUBMIT WITH DESIGN/BUILD PACKAGE FOR REVIEW. 19. PROVIDE PIPE/CONDUIT SUPPORT - SEE 3/A.02. PROVIDE GROUNDING PER NEC. 20. FUEL TANK LIFTING LUG BY TANK MFR. TOUCH-UP PAINT AS REQUIRED AFTER TANK IS PLACED & ANCHORED. 21. FUEL TANK FILL PORT - SEE M.01. 22. 1 1/2 HP SUBMERSIBLE PUMP - SEE M.01. 23. FUEL FILL LINE TO FILTERS 9 - SEE M.01. 24. FUEL LEVEL GAUGE - SEE M.01. 25. EMERGENCY VENT - SEE M.01. 26. VENT - SEE M.01. 27. SIPHON EQUALIZATION LINE - SEE M.01. 28. GAUGE STICK PORT - SEE M.01. 29. LEVEL SENSOR - SEE M.01. 30. LEAK SENSOR - SEE M.01. 31. FUEL PUMP CONTROLS - MOUNT ON UNITRUT 42" HIGH. PROVIDE GROUNDING PER NEC. ISSUES / REVISIONS NO. DESCRIPTION DATE SCHEMATIC DESIGN 11/20/09 BJS BID DOCUMENTS 12/01/09 BJS CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE.. SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The information contained herein should not be disclosed to "nouthor¢ed persons. It is meant for use by authorized representatives of QWEST Communications KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net CONSULTANT FIRM K-09-17400 Qwest BUILDING ID FLOOR BUILDING NAME SEA. TRANSPORT SWITCH SITE MT ADDS 6101 SOUTH 180TH ST. CITY, STATE TUKWILA, WA 98188 DESCRIPTION ENLARGED PLANS CONSULTANT NAME KDW, PS CONSULTANT NAME QWEST 111 DRAWN BY DATE KB/JK 11.20.09 CHECKED BY BJS CASE NUMBER .108 NO. K-09-17400 REVISED BY SCALE NO. SHEET N0. A.01 4" x 4" x 16GA WWM REINFORCING, MIN. 1 1/2" COVER NEW CONC SLAB W/ BROOM FINISH ROUGHEN EXISTING SURFACE & APPLY BONDING AGENT BEFORE POURING SLAB EXISTING PAVING EXISTING CONCRETE GENERATOR PAD BEYOND a a a a' a .a OUTER TANK INNER TANK L 4 X 4 X 1/4" FOOT FOR FUEL TANK NEW CONCRETE EQUIP. PAD / SCALE: 3" = 1'-0" 0 3' 6" UNISTRUT PIPE CLAMPS (P1117 FOR 2" PIPE; P1121 FOR 4" PIPE) 1-5/8" UNISTRUT CHANNEL (P1000) SUPPORT E3PNG SCALE: 1-1/2" = 1'-0" R fliZ WELD 1/4" PLATE TO TOP OF BOLLARD 4"0 SCHEDULE 40 GALV. BOLLARD. PAINT BLACK 1/2" X 12" X 12" GALV. STEEL PLATE a.. C4 BOLLARD DETAIL 2" OR 4" DIAMETER VENT PIPE RISER a 3/8" HILTI KWIK BOLT TZ (4" EMBED) 0 6" 1' 1 1/2" 0 0 SCALE: 1" = 1'-0" 4'-0" 1'-1D" 1'-10" 3/4"0 THREADED ROD W/1/4" X 2"0 WASHER. USE SIMPSON SET-UP EPDXY W/ 6" MIN. EMBED, TYP. STL LEVELING SHIMS & NON -SHRINK GROUT EXISTING ±4" CONC. GENERATOR HOUSEKEEPING PAD W/ #4 0 18" O.C. EACH WAY EXISTING ±1'-0" CONC. S.O.G. W/ #5 ® 15" O.C. EA. WAY 4 4 41 • 4 0 6" 1' 2" d • a° d, 4 4 (4) 3/4" EXPANSION ANCHOR BOLTS (STAINLESS STEEL) W/ 2"0 x 1/4" WASHERS, EMBED 4" INTO CONCRETE. A . •Q Q. d •a . • • 4 C5) SEISMIC TANK ANCHOR DETAIL SCALE: 1" = 1'-0" 0 B' 1' 2' o I 0 a 21'-6" 4 4 • a 1 "rr 4'-O" 10'-0" TYP. k d a a 1 REQ'D FOR PIPING SUPPORTS SECTION 33'-9" ALIGN INNER TANK SCALE: 1/2" = 1'-0" FILL PORT W/ SPILL CONTAINMENT - SEE M.01 MAINTENANCE LADDER BY TANK MFR PIPING - SEE M.01 4-- UNISTRUT PIPE SUPPORT - SEE 3/A.01 PIPING ON PIPE SUPPORT - SEE 3/A0.2 0 1' 2' 4' d ALIGN T.O. SLABS 4 a d' a a a 4 1'-0" NEW FUEL TANKS - SEE M.01 FUEL PUMP CONTROL BOX - MOUNT ON UNISTRUT 0 42" HIGH FUEL FILTERS - SEE M.01 FUEL FILL HOSE REEL - SEE M.01 BOLLARD - SEE 4/A.02 ANCHOR BOLTS - SEE 5/A.02 a d a. p yin" 'tr. vv. irap wisp wip wrap p wap Toro wrap wrap vow woo In. wimp Troia wip vrrip vrip wk. vo4i p wip wip p vrrip wisp wak wdp wrap wdp wrap vr- O O O O OO O O O O O O O .* • to * * o * * * iso Ai lb NEW CONC. PAD EAST ELEVATION SCALE: 1/2" = 1'-0" 0 1' 2' 4' EXIST CONCRETE GENERATOR PAD. 3/4" EXPANSION ANCHOR BOLT KEY NOTES: 1. NEW FUEL TANK - SEE SHEET M.01. TANK INSTALLATION TO MEET LOCAL, BUILDING CODE AND FIRE DEPARTMENT REQUIREMENTS, AND SHALL COMPLY WITH WASHINGTON STATE D.O.E. REGULATIONS. 2. SIPHON EQUALIZATION UNE - SEE M.01. 3. TEMPORARILY PLACE TANK TO MARK ANCHOR LOCATIONS. DRILL & INSTALL ANCHORS PER DETAIL 5/A.02. PLACE TANK, USING STEEL SHIMS TO LEVEL & PACK WITH NON -SHRINK GROUT. PRIME & PAINT WASHERS, NUTS & EXPOSED ANCHORS TO MATCH TANK. 4. FUEL OIL HOSE REEL - SEE SHEET M.01. 5. FUEL OIL FILTER - SEE SHEET M.01. 6. NEW 4" THICK CONC. PAD - SEE 1/A.02. 7. MAINTENANCE LADDER BY TANK MFR. 8. 4" GALV. STL BOLLARD, PAINTED BLACK. SEE 4/A.02. 9. UNISTRUT P1001 PIPE & CONDUIT SUPPORT & CROSS -BRACING (HOT -DIPPED GALVANIZED). SEE 3/A.01. 10. UNISTRUT P2073ASQ POST BASE (HOT -DIPPED GALVANIZED) W/ (4) 1/2"0 HILTI KWIK BOLT ANCHORS, MIN. 4" EMBED, AND 1"0 X 1/8"0 GALVANIZED STEEL WASHERS. 11. PROVIDE PIPE/CONDUIT SUPPORT - SEE 3/A.02. 12. FUEL TANK LIFTING LUG BY TANK MFR. TOUCH-UP PAINT AS REQUIRED AFTER TANK IS PLACED & ANCHORED. 13. FUEL TANK FILL PORT - SEE M.01. 14. 1 1/2 HP SUBMERSIBLE PUMP - SEE M.01. 15. FUEL LEVEL GAUGE - SEE M.01. 16. EMERGENCY VENT - SEE M.01. 17. VENT - SEE M.01. 18. GAUGE STICK PORT - SEE M.01. 19. LEVEL SENSOR - SEE M.01. 20. LEAK SENSOR - SEE M.01 21. FUEL PUMP CONTROLS - MOUNT ON UNITRUT 0 42" HIGH. ISSUES / REVISIONS NO. DESCRIPTION DATE BY SCHEMATIC DESIGN 11/20/09 BJS BID DOCUMENTS 12/01/09 BJS CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE., SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The information contained herein should not be disclosed to unauthorhed persons. It le meant for use by authorized representatives of Gyl6T Communications ARCHITECTURE ENGINEERING KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net CONSULTANT FIN K-09-17400 Qwest BUILDING ID BUILDING NAME STREET ADDRESS CIN', STATE FLOOR SEA. TRANSPORT SWITCH SITE 6101 SOUTH 180TH ST. TUKWILA, WA 98188 DESCRIPTION TANK SECTIONS & DETAILS CONSULTANT WE KDW, PS CONSULTANT MILE QWEST BRAWN BY DATE CHECKED BY REVISED BY SCALE KB/JK 11.20.09 BJS DRQ No CASE NUMB K-09-17400 SHEET NO. A.02 FUEL TANK (TYP 2) 2" SIPHON/EQUALIZING LINE BETWEEN TANKS - 2" TEE W/BALL VALVE AND PLUG FOR PRIMING VEEDER-ROOT LEVEL SENSOR (TYP 2) VEEDER-ROOT LEAK SENSOR FOR INTERSTITIAL SPACE (TYP 2) 0 0 0 O O o TANK 2 1 SUBMERSIBLE PUMP (TYP 2) ANTI SIPHON VALVE (TYP; FIRE VALVE (TYP) 2"x18" FLEX CONN (') 2" FOS 1/4" COPPER TUBING SIPHON UNE PRIME TANK 1 FUEL FILTERS 2" BALL VALVE (TYP 5) FUEL HOSE REEL TANK FILL W/7.5 GAL SPILL CONTAINER LIQUID LEVEL GAGE 0 2" GAGE STICK PORT (TYP) 3" T -VENT (TYP 2) 8"0 EMERGENCY VENT (TYP 4) PIPING PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 2" SIPHON/ EQUILIZING LINE r r 1 OVERFILL PROTECTION VALVE FILL CONN WITH DUST CAP AND 7.5 GAL SPILL CONTAINER MECHANICAL FUEL LEVEL GAGE 1.5HP SUBMERSIBLE TURBINE PUMP 2" GAGE STICK PORT VEEDER-ROOT LEVEL SENSOR VEEDER-ROOT LEAK DETECTOR INTERSTITIAL SPACE 1 1T TT TT TANK 1 11Azi u u 11 11 11 II u II II II HOLD SIPHON/EQUIUZING LINE 2" ABOVE TANK BOTTOM 1T JL 2" SIPHON EQUALIZATION UNE, 3" FROM BOTTOM OF TANK T 2" PRIMING CONN WITH BALL VALVE 30 MICRON FILTER 2 MICRON FILTER BALL VALVE (TYP) Dn4 EMERGENCY PUMP STOP SWITCHES, REFER TO ARCH DRAWINGS FOR LOCATION n 8"0 EMERGENCY VENT u 1_ 1/4" COPPER TUBING SIPHON UNE PRIME 3" T -VENT CAP 1-1/2HP SUBMERGED TURBINE PUMP MECHANICAL LIQUID LEVEL GAUGE u GENERAL TANK ARRANGEMENT SCALE: NONE 2" FLEX CONN (TYP) FIRE VALVE ANTI SIPHON VALVE VEEDER-ROOT LEVEL MONITORING PANEL LOCATE IN MAIN BUILDING PUMP START/STOP SWITCH (TYP) I1 11 II 11 LJ u TANK 2 u 1T 1f I II II II HOSE REEL WITH 125' OF 1-1/2" HOSE, WITH AUTO FILL NOZZLE, ELECTRIC REWIND (\GENERAL TANK ARRANGEMENT 3 SCALE: NONE 1 1 1 1 1 I I FUEL FILTER, 30 MICRON AND 2 MICRON 3" TEE VENT CAP 8" EMERGENCY VENT 2" GAGE STICK PORT LEVEL SENSOR INTERSTITIAL LEAK DETECTOR 7.5 GAL. SPILL CONTAINER W/ 2" FILL AND DUST CAP 2"0 OVERFILL PREV. VALVE DROP TUBE (TYP) INNER TANK 12,000 GAL FG SADDLE TANK, PTD. HOSE REEL & FUEL FILL NOZZLE W/ AUTO SHUT-OFF - SEE MECH. EXIST CONCRETE GENERATOR PAD. D FLAG NOTES PROVIDE UNISTRUT P1001 PIPE SUPPORT, SEE A.01 AND A.02. SET LOW LEVEL ALARM AT REQUIREMENTS. SET HIGH LEVEL ALARM AT REQUIREMENTS. 25% TANK VOLUME OR PER OWNER'S 90% TANK VOLUME OR PER OWNER'S ISSUES / REVISIONS NO. DESCRIPTION DATE BY SCHEMATIC DESIGN 11/20/09 BJS BID DOCUMENTS 12/01/09 BJS CONSTRUCTION DOCUMENTS 12/17/09 BJS REVISED BID/PERMIT DOCUMENTS 01/20/10 BJS 1600 7TH AVE., SEATTLE, WASHINGTON OFFICE OF THE DIR. PROPERTY MGMT. The information contained herein should not be 6xloeed to unauthorized permas. It Is meant for use by authorized representatives of I NEST Communications 43/4 ARCHITECTURE ENGINEERING KDW, PS 10202 5th Avenue NE Seattle, WA 98125 206.547.1940 p 206.547.8212 f www.kdw.net CONSULTANT FIRM K-09-17400 Qwest BUILDING ID BUILDING NAME STREET ADDRESS CRY, STATE FLOOR SEA. TRANSPORT SWITCH SITE 6101 SOUTH 180TH ST. TUKWILA, WA 98188 DESCRIPTION MECHANICAL PLANS AND DETAILS CONSULTANT NAME KDW, PS CONSULTANT NAME QWEST DRAtiN BY DATE CHECKED BY REVISED BY JCL CASE NUMt#R 12.24.09 JPS NO SCALE JOB NO. K-09-17400 SHEET N0. M.01