Loading...
HomeMy WebLinkAboutLUA00-163 - Large Format : . a fe eee eee oe sor NR HH. ape es bbs i wT =] jew hogs = Faia zg "i is} ‘ ae é s Lyarytaved e ‘ ey i ance f ee — | Pelstateoing ps le i ee a ‘eas | jieiviens be bs ea A BOEING COMMERCIAL AIRPLANE 7 DESCRIPTION OF WORK: DEMOLISH THE ENTIRE 4—60 BUILDING, TURAL PARCEL 180 __ REMOVE CONCRETE FLOOR SLAB AND PAVE OVER. ARCHITECTURAL __ CITY _OF RENTON, KING COUNTY, WASHINGTON oe DWG.NO. REV. TITLE ie tolowing Gese/ibed tract of land is the resuitent consolidation of a es PUGEY SOUND POWER Puget Sound Power & Light Company, a Massachusetts Corporation, covered CONTRACTOR: 04-60 AO ~ COVERSHEET, VICINITY MAP/SITE PLAN a ticnt conpanr)/ /\\ i aoe ine Meter be arenes compen: ied ee a vas are INDEX AND CODE SUMMARY. : January 11, through January 21, 1980. ‘ BOEING PROJECT ENGINEER: PHONE 04—60—1A10R ORIG FLOOR PLAN — DEMOLITION * THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF fa GOVERNMENT LOTS 1, 2 AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST BOEING CONTACT:___LEN KNECHT PHONE 254-9264 S SES AEON GTO Gee EAME Set, MMT, 3 ADSIT’S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 GF PLATS, PAGE APPLICATIONS/PERMITS RELATED TO PROJECT: _ DEMOLITION ai SUPPLEMENTAL MAP. OF LAKE WASHINGTON. STORE. LANDS, AS RECORDED. UNDER KING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS ZONING: HEAVY IND./PUBLIC USE HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156571, AND OF VACATED LAKE WASHINGTON BOULEVARD. (FORMERLY PARK STREET); AND OF THE BUILDING GODE: 1988 UBE RENTON RAILWAY) RIGHT OF WAY RAISER KRORMEGLY NORIEERN anGinie BARRIER FREE REQUIREMENTS WASH STATE 1989 PARCEL I-80 OCCUPANCY GROUP:(SEC. ) NA fo) i CITY_OF RENTON, KING_COUNTY, WASHINGTON CONSTRUCTION TYPE:(SEC. ) NA ® fe t i The following described tract of land sh d Titl ted in Th ; 3 5-1 e Boeing Company, 6 Delaware Corporation, covered in the Pioneer. Befonal ALLOWABLE AREA INCREASE: NA aa) 8 4-79, 4-77 3 10~60 10-6 Title Insurance Company, Limited Liability Report A-253196, = 5-6 by, 75 [¢ 3 dated January 21, 1980. FLOOR AREA:(ACTUAL) BLDG FOOTPRINT STRUCTURAL ° 5-6. in oF ge PS wecee = CUd]tt (iti‘“‘(i‘z mm ;SU.!U!U!Um UN OANA ONAN tn cE EEE DASE op RET N 5-6 bo 4-7 =a 10-17 oss! oo ile l : ALL BEARINGS ARE REFERENCED 19 THE GRID MERIDAN OF THE WASHINGTON Pet eae 2 ! = Vr 540 oe . ral | wo l RTH siReeT COOORDINATE SYSTEM, NORTH ZONE. SECOND FLOOR ot - ~ = THAT PORTION OF GOVERNMENT LOTS 1, 2 AND 3 AND THE SOUTHEAST QUARTER REMODEL AREA = i . 5 10-80 so-8s O THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 q = i" \ “mune fil 123 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. BUILDING HEIGHT:(ACTUAL) 5-4 i FENCE ag (TABLE 5-D) e eT 0 4 - - PARCEL Ill-80___ 2 iY 4-63 4-74 * 10-71 ee = CITY_OF RENTON, KING COUNTY, WASHINGTON STORIES: The following described tract of land shows record Title vested in The OCCUPANT LOAD: (ALLOWABLE) Oo 10-46 Boeing Company, a Delaware Corporation, covered in the Pioneer National (TABLE 33-A) 10~72)N._6TH_ STREET Title Insurance Company, Limited Liability Report A-253195, OFFICES 1 /100SF BASEMENT 4 A ar a ar acS= g PROJECT dated January 21, 1980. MECH/STOR toner FIRST FLOOR Z| si} 8) Sg j LON ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON CONFERENCE 1/1 SSF SECOND FLOOR | El ow 4 >| = z COOORDINATE SYSTEM, NORTH ZONE. CLASSROOM 1/20S5F THIRD FLOOR Fe Z| @ iB < 2 MANUFACTURING 1/200SF 9 al) 3 THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUATER OF ALL OTHER 1/100SF REMODEL AREA Ss N._ 5TH) [STREET SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, i mek NTE, . FIRE PROTECTION: Z "PARCEL _IV-80 |Site ES yy | dct eg oe MECHANICAL __ (— CITY_OF RENTON, KING COUNTY, WASHINGTON ET WALL teeaRine 04—60—1M10R ORIG FLOOR PLAN — DEMOLITION Nu 4TH [STREET L_ The following described tract of land shows record Title vested in The INT. WALL NON—BEARING) Vf aT lf lf If Boeing Company, fo) Delaware eoTmeraten. aoe Hae of toneer National INT. WALL BEARING) dated January 21.1980. STRUCTURAL FRAME ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON ene Ce Les ) COOORDINATE SYSTEM, NORTH ZONE. ROOF CONSTRUCTION 5-409 TTHAT PORTION. OF THE SOUTHEAST QUATER OF THE SOUTHEAST QUARTER OF SEISMIC DESIGN: ZONE 3 WASHINGTON, [LYING EASTERLY. OF COMMERCIAL WATERWAY. DISTRICT. NO RIGHT-OF-WAY AND WESTERLY OF LOGAN STREET NORTH AS, DEEDE TO THE DESIGN LOADS:(CHAPTER 23) Nn STATE OF WASHINGTON UNDER AUDITOR'S FILE NUMBER 97. ROOF: SNOW pEBeE - 7 AIRPORT WAY NOTE: Parcel bearing description is attached to permit package. LIVE 20PSF FLOOR: OFFICE 1 QOPSF j MECH/STOR 125PSF | STAIRS 100PSF CONCENTRATED: MFR LIGHT ZQ00LBS | PLAN VIEW MFR HEAVY 3000LBS : a OFFICE 2000LBS SCALE 1 —- 600-0 WIND: EXPOSURE NOTE: SPECIAL CONDITIONS MAY EXIST IN FACTORY AREAS. VERIFY LOADING WITH FACILITIES PLANT ENGINEER ELECTRICAL SEE ELECTRICAL PERMIT SET PRIOR TO DESIGN, EET DEVELOPMENT PLANNING CITY OF ==ENTON DEC 1 5 2000 : RECEIVED 550010—-02} A |10.26.00 sym | . REVISION BY |APPROVED DATE | SYM REVISION BY |APPROVED DATE C7 Aurea Ws, 98002 ACCERTABILITY ORAM BS uRpIcK! t1-04—ap eo WiCINITY MAP, LEGAL DESCRIPTION, LAST REVISION | SYM DATE A |4-90 MAIL ROOM RELOC #350010—-02 | JKR | ~~ {10.26.00 CO EVERETT, WA. 98201 SPECIFICATION IS APPROVED [lECNED CODE SUMMARY & DRAWING INDEX [SHEET oF ; BUEN, Cy KENT, Re ee APPROVED BY | DEPT. DATHNCINEERED BY [| __ [TITLE ARCHITECTURAL MASTER COVER SHEET AQ 7 RENTON, WA 98058 CHECKED JOB NO COMP.NO FACILITIES DEPARTMENT 1 SEATILE, WA 98124 APPROVED BUILDING Q4—-60 350010-04 DA~#408 DWG. NO. APPROVED ARCH.MASTER RENTON 04-60 AO ECF wG0- 163 29 GD @ 1-1/2" COND. fe D \ @ @ é 6 2? STEAM ; BULH_ STORAGE [> \ snl seston : NOTES: — “4 (| e cn {| a 1. CORE DRILL HOLES AS REQUIRED OS a aE Valve Hous FOR PIPE PENETRATION. td a e 7 ~ ' {i \ \/ 2 Fe op . it 2. PROVIDE BITUMINOUS COATING ON A : = _ a—lI~=< 7 OUTSIDE FACES OF VAULT 2”CW ITN si 6"SP | 7 LAODER | | | | i OFFICE 4°—0" 6’-0" L—<1] | ) | | | — COVER ! ie | ROUND MANHOLE - | ROUND MANHOLE «|. — 39” —+! | Roo _ ASPHALT N\ _ ne 30 COVER i= , ZZ aa a PILE EE WIM “67 (COVER) ' : WATER TABLE (C) Pr Ng [J \ 3 vil | UA ) y \ | iw ‘ : q qo | | Liss | “ Riis reteh ~ —— q KL od } [4 [ p< OFFICE. 2” STEAM VAULT 6” il QPEN 4/9” i MEN] [GONG woMeny Lounce ean OFFICE 1-1/2" COND, | OFFKE SSIES ST EP SNE AREA SPRINKLER VALVE ~| 1” COMP. AIR q i ne CI a STEAM a . SUPPORT a “h 2” CW Ge f wei STEAM GUARD HOUSES o "5 F L | rial ee . - Bey y SPRINKLER VALVE 2000 ates ys oP ade i 2") prov 7 , LA >! GRAVEL SPRINKLER 6” SP SEAL AT PIPING STORAGE. VALVE SUPPORT PENETRATION. | . . TYPICAL © @ ) @ FRONT VIEW SIDE VIEW MECHANICAL DEMO PLAN UTILITY VAULT DETAIL CONSTRUCTION NOTE: GENERAL NOTES: REFERENCE IMAGE ic REMOVEALL EXISTING HVAC. EQUIPMENT INCLUDING PIPING, [> EXISTING STEAM AND CONDENSING PIPING IN GILSO—THERM [17> MASTER-M\04—BLDGS\\04—-060\RASTER\022M1 TIF . STERS. FROM MAIN SUPPLY AND RETURN F SPRINKLER PIPING AND SPRINKLER HEADS, REMOVE ALL [2 > MASTER-M\04~BLDGS\\04—-060\ RASTER\022M2.TIF PLUMBING FIXTURES AND PIPING. CHECK WITH BOEING TO [2 > EXISTING COLD WATER, FIRE SPINKLER, AND COMPRESSED N eee SURPLUS MATERIALS AND EQUIPMENT. AIR PIPING BELOW GRADE FROM MAIN SUPPLY [3 > MASTER-M\04—BLDGS\04—060\RASTER\022M3.1IF ai [3>> 6'x4’x6" UTILITY VAULT 660-L WITH HS-20 RATED COVER . = REVOVE EASTING Stet” VAULT. REPLACE WITH UTLTY a Fey aT [S= —_ REDIRECT SPRINKLER PIPING TO A LOWER ELEVATION TO ie aes, gy piel eee ee ACCOMADATE SPRINKLER VALVE IN VALVE BOX. SEE DETAIL HS SHEET. NOTIFY FIRE DEPARTMENT 24 HOURS PRIOR [E> CAPPED SEWER LINE BELOW GRADE. [ECAP EXISTING PIPING FROM SUPPLY. PROVIDE WITH SWP STEAM 150 LB GATE VALVE AND VALVE BOX. [E> CAP _EXISTING PIPING FROM SUPPLY. PROVIDE WITH 150 LB SHUT OFF GATE VALVE FOR CW AND AIR. PROVIDE OS&Y 150LB GATE VALVE FOR SPRINKLER PIPING, LOCATE VALVES IN VALVE BOX. NOTIFY FIRE DEPARTMENT 24 HOURS PRIOR TO SHUT DOWN OF SPRINKLER PIPING. [E> REMOVE EXISTING SPRINKLER VAULT. REPLACE WITH UTILITY VAULT 446-LA. [7 _EXISTING DRY SPRINKLER VALVE. CAP SUPPLY PIPING AND PROVIDE WITH OS&Y 150LB SHUT OFF VALVE LOCATED IN VALVE BOX. NOTIFY FIRE DEPARTMENT 24 HOURS PRIOR TO SHUTDOWN. CAP SEWER LINE BELOW GRADE. si REVISION bY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY SUBTITLE CURRENT REVISION ~~ SYMEOL TE ORIG, | 4-60 DEMOLITION 3510010-02 JB/cW 10-26-00 THS DESIGN AND CHEERED MECHANICAL DEMO PLAN ORIG. ORIG. 10-26-00 es ENGINEER eT SOE * verona BY [pert | OATE me } ~ 1M10R APPROVED BUILDING 04-060 08 FO 55001002 COME RO, APPROVED hoe MECHANICAL MASTER COL. A-E/21-32 RENTON| 04-060/ 1M10R ElLE-00-1b3 G:\DWG\00\00063\4—90—YDE500.dwq baa 11/1/00 9:17:05 LIGHTING CONTACTOR’ ypE500 Bi0-16 SP 2 B10—15,17/ opine 2POWR $— ABANDONED an \ AA LIGHTING FED BY 4-90 BL ac PHL BYo-14 \ \ -9 LIGHTING aay 9Q\ BLO. PAL L 13.8KV L 13.8KV HPS LOGAN AVENUE NORTH | & | HPS LOGAN AVENUE NORTH 13.8KV CONSTRUCTION NOTES: FLAG NOTES: GRADE. ia 1/2” C. TO EXISTING N. WALKWAY BOGE "T” CONDULET 1-1/2” C. 1. COORDINATE ALL WORK SEQUENCING WITH PROJECT MANAGER, GIL DICENZO 425-234-8219, PRIOR TO STARTING WORK. 2. FOR ANY ABANDONED, BELOW GRADE CONDUITS, PULL OUT CONDUCTORS AND REPAIR > ASPHALT AND CONCRETE. 3. PROVIDE 2 COATS OF BITUMASTIC COMPOUND ON ANY METAL CONDUIT IN CONTACT WITH THE EARTH. 4. ALL UNDERGROUND CONDUITS TO BE BURIED 24” BELOW GRADE. REPAIR ASPHALT PER CIVIL ENGINEER'S INSTRUCTIONS. BROKEN OR MISSING LENSES. A> 5. CLEAN, RE-LAMP, AND RE-BALLAST WALKWAY FIXTURES AS NECESSARY. REPLACE , > INTERCEPT UNDERGROUND 2” FEEDER CONDUIT AND 3/4” LIGHT POLE CONDUIT AND ROUTE UNDERGROUND TO LIGHTING CONTACTOR. VIA J—BOX. INSTALL J-BOX ON OUTSIDE SUPPORT OF NORTH WALKWAY. MATCH CONDUIT TYPES. ROUTE THE EXISTING SPARE AND TELEPHONE CONDUIT BELOW CONTACTOR. STUB-UP AND CAP 2” ABOVE } [> TRENCH AND ROUTE UNDERGROUND SCHEDULE 80,3/4” PVC FROM CONTACTOR TO , , SOUTH WALKWAY LIGHTING CKT. PULL #8 WIRE. |3> INTERCEPT 2” FEEDER CONDUIT (OLD 4-60 FEED). REMOVE EXISTING CONDUCTORS. ROUTE TO PANEL B10. PULL (5)#8 AND A #8 GND FROM B10 TO WALKWAY CONTACTOR. [=> CUT AND CAP 2” FEEDER CONDUIT FROM THE 4-89 BUILDING REMOVE CONDUCTORS. |S> REMOVE EXCESS SECTION OF 2” FEEDER IN THE 4-90 BUILDING. > ADD NEW BREAKERS TO PANEL B10. SEE UPDATED PANEL SCHEDULE. q PHOTOCELL SUPPORT IN VERTICAL SUPPORT "HORIZONTAL NEMA 4 CONTACTOR ENCLOSURE 1-1/2” LIF 1-1/2” RGS—— S.E. SUPPORT | OF N. WALKWAY SCALE: 1°=30" LIGHTS 3/4" PVC TO S. WALKWAY Ps DETAIL NOTES: PULL EQUIPMENT GROUNDING CONDUCTORS IN ALL CONDUITS. 2. PAINT ENCLOSURES TO MATCH BROWN COLOR OF WALKWAY SUPPORTS. 3. MOUNT PHOTOCELL ON TOP OF WALKWAY ROOF, WIRE PER DETAIL 2. 8°x8"x4” NEMA 4 JUNCTION BOX 3/4" C. TO PARKING LOT FIXTURE C. FROM 4-90 (A) LIGHTING CONTACTOR INSTALLATION "YDE500 NO SCALE DETAIL NOTES: 1. PROVIDE TORK 2002 PHOTOCELL, OR EQUAL. 2. PROVIDE SQUARE D, TYPE L CONTACTOR IN 8” x 8” x 6” NEMA 4 ENCLOSURE. 3. USE #8 AWG WIRE TO LIGHT PHOTOCELL H N LIGHTING CONTACTOR FIXTURES, AND #12 FOR PHOTOCELL CONTROL. Le TO WALKWAY LIGHTS Set B10-14 H N — 480V B10—-15,17 TO POLE—MOUNTED FIXTURE (2 LIGHTING CONTACTOR WIRING "YDE500° NO SCALE ii CASNE ENGINEERING, INC. ELECTRICAL ENGINEERING CONSULTANTS E (425) 454-3555 ELECTRICAL MASTER RENTON 355 118TH AVENUE S.E£., SUITE 100 BELLEWE, WA 98005 WWW. CASNE.COM JOB NO. 00063.300 DRAWN DATE. SUBTITLE CURRENT REVISION SYMBOL DATE Sy PENSION ar_j ume |e | Si rewsn ae} THs DES NG/oR—_(SFECRED PARTIAL ELECTRICAL SITE UTILITIES A A | 4-60 DEMOLITION J#350010-002 JEA PC SPECIFICATION IS APPROVED bares SHEET Q) SOEING: APPROVED BY | DEPT. | DATE me SITE UTILITIES YD F500 CHECKED JOB NO. COMP NO. aici VICINITY of BLDGS: 4-60, -90, -89 a 350010002 : 04—090-YDE500 ECF -O00- [64 G:\DWG\00\00063\4—-90-YDES00R.dwg 3°C. TELCOM PARTIALLY UG CONTRACTORS yt SHED \ i Woe —T \ \ CONSTRUCTION NOTES: - COORDINATE ALL TELCOM WORK WITH - COORDINATE SEQUENCING OF DEMOLITION E “FOR ABANDONED, BELOW GRADE CONDUITS; FLAG NOTES: COMMUNICATIONS PROJECT MANAGER, CURTIS SKINNER (425-234-8371) PRIOR TO STARTING WORK. WITH BOEING PROJECT MANAGER, GIL DICENZO: 425-234-8214. CUT AND CAP, REMOVE ALL CONDUCTORS AND REPAIR ASPHALT. HPS [| — == | eS SCALE: 1”=30’ ] t TT byod dou =| tI ° | 7 &] 1 hy op du 14 Wy Oi tf a tt PE | | II | o tH 2 & | iI fo a 1 fof | | |= I ff ys | 8) | ai Wicd II | : : c. fy) | ysl | fi fe | = | i S|[— 1 | |= S | 1 > 1 z L, Ig, | II é = 1 44 je! < y's) | leas | | Ty pt | | | i [e) | ia _| | | g O | | a —t | jel = = i e| |2| | ef jai |_| = lay 24 7 |13.exv | | | ‘ | | 1 = i ; j tle |! , oy HH | oy of I] i” | : | - LOI A ae 5 rq! g G | , B : | | ell (7 i CI! - PES _ “Tek _ 4 Conc i ‘mca - NO Mrs ~ ne! Cone} : | s wm z|\H aa Oo} le) bof [i> REMOVE PARTIALLY UNDERGROUND [=> REMOVE POWER AND TELCOM CONDUITS [> REMOVE SERVICE CONDUCTORS FROM [=> PROVIDE ALL NECESSARY ASSISTANCE TO TELCOM CONDUIT FROM 4-60 BLDG TO LOCATION NEXT TO TRAILER POWER DISCONNECT, BUT ONLY AFTER TELCOM SERVICE HAS BEEN PROVIDED TO TRAILERS. COORDINATE WITH CURTIS SKINNER. STUB—-UP THIS CONDUIT AT TRAILER POWER DISC. AND CONDUCTORS FEEDING CONSTRUCTION TRAILER BACK TO SOURCE IN 4-60. EXISTING SERVICE FEED CONDUIT BACK TO SOURCE IN 4-89 BLDG. CUT CONDUIT(S) BACK 6’ FROM 4-60 BLDG FOOTING, MINIMUM. REMOVE BRANCH CIRCUITS FEEDING WALKWAY LIGHTS BACK TO PANEL A-32 IN 4-60. GENERAL CONTRACTOR FOR DEMOLITION OF THE 4-60 BUILDING. REMOVAL CASNE ENGINEERING, INC. | ; SEER Ae SPE 08 LUE Wr Boos (425) 454-3555 WW. CASNE.COM JOB NO. 00063300 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL OATE > BY APPROVED DATE ACCEPTABILI g| sw iy a i ee _ THs eson aNo/on —_ SFECRED PARTIAL ELECTRICAL SITE UTILITIES A . A | 4-60 DEMOLITION 350010-002| HEA PC SPECIFICATION IS APPROVED ENGINEER SHEE " 5 Q) SOEING ® APPROVED BY | DEPT. | DATE me SITE UTILITIES YD E500 R a CHECKED oO JOB NO. COMP NO. : en VICINITY of BLDGS: 4-60, -90,-89 [™_ssoo10-on x ELECTRICAL MASTER RENTON , 04-090-—YDE500R . ECF - 00-403 LK. WASH. i ves oY .| BTH STREET L AIRPORT ‘N AVM Y3aSN IPA oO} Za ee) = — a ui Pi | ea <q z | fa) > _2_gl¢ , 3 ca = IN. 4 | xX . TrrtTrrtT tT Trt tery ett ty | tit LEGEND EXISTING COMMERCIAL STRUCTURES | ZONING BOUNDRY IH INDUSTRIAL HEAVY CO COMMERCIAL OFFICE CA COMMERCIAL ARTERIAL IL INDUSTRIAL LIGHT R—X — RESIDENTIAL ZONE BUILDING 4-60 DEMOLITION AND ASPHALT PAVING REPLACEMENT ZS =e Vf \| If II = i 5-409 / DEVE; CTP SEAL PLANng DEc 15 2000 RECEIvep PLAN VIEW Harris Group Inc. SCALE: 1” = 400’ DRAWN DATE EOF O0- 163 2 = SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY N. ORR 10.25.00 SUBTITLE CURRENT REVISION —_— _ DATE 10.25.00 =p Pe oe na ole Eon [ozs iene la cal = QSOEING® APPROVED BY | DEPT. | DATE |D. DORMIER 10.25.00 |e BUILDING 4-60 DEMOLITION N1 A CHECKED - a RENTON SITE a8 ors aidan CIVIL MASTER RENTON] "° “® RTN-YD-N1-a K:\DRAWINGS\RENTON\ 10802_TEMP\N1—a.dwg NO/10/25/00 \ 7 IUP 19.32 cia INV W 17.67 TOP 19.60 * BAND \ No. 522 a INV O 1.02 i ae a \ CBI 2a _W 16.75 oe \ pBR LEGEND PARKING DIVISION NEW CONSTRUCTIO NEW SETBACK LANDSCAPING NEW INTERIOR LANDSCAPING N BOUNDRY —— “BOT 15,35) CN WL 17.57 \ \ \ a TOP 16.10 Di ; INV E 17.78 : 2 \ . AVERT PVON 8 Ai We Pa So wa SECURITY FENCING S, . PK_W/SHINER Foc FAY 2 BOT 15.68 No. 518A os EXISTING SIGN = wire | . NO 7 Atty sy 10 oan agen aa a SO MA we * NEW 40’ TALL POLE W/ 4 LIGHTS @ 400W EACH INV N 17.04 _ Ww 3 a INV E 17.04 ene eae ar A EXISTING LIGHT STANDARD aay FRE — BOT 16.90 —- B\ \ > or cu W * 5 ok EXISTING STREET LIGHT STANDARD —% gut g Paved Parking — . a oo . S ‘aved Parking = ~~ Os. — EXISTING LANDSCAPING — o a FH ss Faved Parking oe ; Hl EXISTING FIRE HYDRANT \ ® 3 DAITABASE BY ‘DHA DEC. 1994; RESCALED FE eee FH NEW FIRE HYDRANT SPO TONS 76K MIN RE B HAGE \3 C2 \ — \ ee . ea No : CB: "0 TO INV No. 617 : CB-I BO "06-22" ; TOP 21.60 INV SW 19.05 ga LS BOT 17.40 uA \ ~14 \— TOP 21.60 \ nn INV NE 18.50 wae INV S 18.50 eae BOT 17.85 \ \ ee _ Paved Parking \ TV \ ‘ \ \ nN Paved Parking \ %. \ eo ‘ \ \ Ne | f Ut J a ae 22.4 Es \ : “ JH \ \ . \ \ ON / ~ \Q 60’__30'__0 60° 1200° SCALE IN FEET SCALE 1”=60’ PLANNING OEE OT OE RENTON DEC 15 2000 RECEIVED PLANNING SUBMITTAL Harris Group Inc. ECF 00-163 J 99-10629 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY NY ORR Pm 0.25.00 SUBTITLE CURRENT REVISION SYMBOL (DATE — | PLANNING PERMIT HGI/DED 10.25.00 THIS DESIGN AND/OR ERAN SITE PLAN — 20: SPECIFICATION IS APPROVED _[5_FRANKLIN 10.25.00 SHEET GQ SOEING: APPROVED BY | DEPT. | DATE ID. DORWIER 10.25.00 TILE BUILDING 4-60 DEMOLITION cm C1 00 CHECKED } L. COSTELLO 10.25.00 : APPROVED RENTON SITE . JOB NO. COMP NO. seein CIVIL MASTER RENTON] >“ SITE-4—60 W-\ ARAWINGC\ RENTANN C400 din NA /10/968 /AN G:\DWG\00\00063\Bidg 4-71\1E410.dwg baa 11/1/00 9:41:18 13D5 TELCOM | ROOM FIBER PANEL# — CONDUITS IN CEILING TO WALL OUTLETS ;—USE THIS CONDUIT 2900 \ MQ1ald TWWM Dll EO TELECO ROOM (“A LEGEND ETHERNET—COAX—RS232 CABLE LABELING MODEM BOX NO. SLOT NO. DROP LOCATION -™ NO. 2P801-06/2P7-D6 FIBER MODEM BOX LABELING CABINET NUMBER (FLOOR AND NEAREST COLUMN) PATCH PANEL 3L7NO8 AQ1—04 =——-———-PORT NOS. SLOT SCALE 1/4"=1'—0 JEAI0, ep REDARS UTS-IO BOX 5 FIBER MODEM BOX (SMALL) 2 1 = ©) ©) © @) @ © DOOR COMBINATION: (24)-3 ©. FIBER MODEM BOX (LARGE) €,, FIBER HOFFMAN BOX (DCS) (1) _ & ETHERNET DATA CABLE o | o / 5 5 5 , "S-232 DATA CABLE (DCS) 3 = —= — we + @) © COAX DATA CABLE & : <> UTP DATA CABLE 'AS EQUIPMENT ROOM TD] CHATSWORTH CABINET ; 28.5°X30"X85.25 IT oO Oo TEST CELL #1 | +4 ) , © y Es MOVEALBE RACKS ; wi eOUPRESSOR Bo PARES 7 1283 GENERAL_NOTES: 11B2 (5) al Nee (UTP CABLE. INSTALLATION) a 3 1. ALL CABLES SHALL BE RUN ON CABLE TRAYS; IF NOT : Set THEY SHALL BE SECURED OR FASTENED TO BUILDING 0 eb oH ck Sromce ff C) STRUCTURES LIKE BEAMS, BAR JOIST, ETC. USING BEAM =o 2 ee tH| t ¢ CLAMPS AND/OR TIE WRAPS. SPACE TIE WRAPS/BEAM CLAMPS ] EVERY 24”. OBSERVE SEPERATION OF FIBER AND COPPER os (| CABLES WITHIN TRAYS. NO CABLE SHALL BE DRAPED OVER ' LICHT FIXTURES, CONDUITS, PIPES OR AIR DUCTS. TEST CER. #2 1102 AWNING 2. PRECONNECTORIZED CAT—5 CABLES ARE PROVIDED IN LENGTHS O WORK BENCH i963 LA OF 50’, 100’, AND 150°. CHOOSE THE APPROPRIATE LENGTH & SHALL EARTS sbi 1 FOR EACH CABLE RUN. STORAGE (4) a SWITCH GEAR ROOM PECOS TERM. feal| 3. INSPECT EACH CAT—5 CABLE PRIOR TO INSTALLATION FOR KINKS ot AND UNIFORMITY OF WIRE TWISTS. DEFECTIVE CABLES WILL BE afl 2d | is RETURNED TO THE VENDOR. a 11C3 U 4. SUPPORT CAT-5 CABLE EVERY TWO FEET WITH BEAM CLAMPS OR A TIE—WRAP TO BUILDING SUPPORTS. HORIZONTAL RUNS SHOULD NOT our-come 13C3 BE PULLED TAUT, BUT SHOULD DROOP SLIGHTLY BETWEEN SUPPORTS. STORAGE 12C2 5. DO NOT OVERCINCH (CRIMP) CAT—5 CABLES WHEN USING TIE-WRAPS. {L = 6. AVOID ROUTING CAT—5 CABLES NEAR EMI NOISE SOURCES SUCH Hiss Eel C AS MOTORS AND AC POWER LINES. MAINTAIN 12-INCH MINIMUM 8 \ REJECTED SEPERATION FROM HOUSE WIRING AND LAMP BALLASTS. 8 pane 7. DO NOT EXCEED THE MINIMUM CAT-5 BEND RADIUS OF 3-INCHES T Se eee OE OR MAXIMUM OF THREE 90-DEGREE BENDS PER CABLE RUN. | 3” PVC_ UNDER ROAD 8. DO NOT EXCEED THE MAXIMUM INSTALLATION PULLING FORCE OF WORK SHOP — TO CONTRACTOR ELECTRICAL SHED 95-POUNDS FOR CAT-5 CABLE. «Cl 9. DO NOT ROUTE CAT—5 CABLES THROUGH THE SAME CONDUIT 5 SHIPPING RECEIVING I Gout THAT FEEDS THE FIBER CABLES TO THE MODEM BOXES. Ss STORAGE 10. LABEL CAT-5 CABLES 3-INCHES FROM BOTH ENDS. el] HOSE Rack RISER ne 11. UPON COMPLETION OF ALL INSTALLATIONS, TEST ALL L "I J CABLES FROM WORKSTATIONS TO PATCH PANELS AND DATA +| °° | [Hi CLOSETS TO VERIFY CIRCUIT AND LABEL CONTINUITY, 1 = = = . + COORDINATE ALL WORK WITH BOEING TELCO y AAD T OS AAA I MANAGER, CURTIS SKINNER, 425-234-8371. ° LEAVE PULL CORD IN CONDUIT. seTESGW CONDON ° 7—— CONSTRUCTION NOTES: FOR CONTRACTORS } A (F) SHED i ” @ PT> TRANSITION FROM THE EXISTING UNDERGROUND 3”PVC CONDUIT TO ° ° ° ? ° 3” RGS. INSTALL A "C” CONDUIT BODY AT TRANSITION TO FACILITATE || | _o CABLE PULL. ~ [S> PROVIDE A MINIMUM OF (2) 10”x10” NEMA 4 JUNCTION BOXES. CONDUIT RUN CANNOT EXCEED (2) 90° BENDS BEFORE LANDING IN —O A J—BOX. [S> CROSS SPAN AT AWNING BY ROUTING UP TO A MIN OF 15’ ABOVE —O GRADE, AND USE THREADED ROD TO SUSPEND CONDUIT. [=> ROUTE CONDUIT JUST BELOW THE LOADING DOCK AWNING. oot ——@® [5>> STUB THROUGH WALL INTO TELCOM ROOM, JUST BELOW CEILING KEY PLAN HEIGHT. PROVIDE GROUNDING BUSHING AND A #6 GREEN THHN TO TELCOM ROOM GROUND BAR. = CASNE ENGINEERING, INC. E ELECTRICAL ENGINEERING CONSULTANTS 355 118TH AVENUE S.E., SUITE 100 BELLEWE, WA 98005 (425) 454-3555 WWW. CASNE.COM JOB NO. 00063.300 DATE ACCEPTABILITY DRAWN BY DATE SUBTITLE LAST REVISION SYM DATE SYM REVISION BY |APPROVEU DATE | SYM REVISION BY | APPROVE DAT! Cl AUBURN, WA. 98002 TET MBVEL 44] His’ DESIGN AND/OR poh He SKiMen|05/04/95 LAN SYSTEM SHEET A |INSTALL DCS FIBER 4-71 MESKIMEN 06/01/93 Sel: ee Bere Eger: Syl OCTICATION IS APPROVED [ENGINEERED BY} 1 fA | ) | OF ? B | INSTALL DCS FIBER 4—71 (REVISION) MESKIMEN 06/07/93 BOLINA, Gl PORTLAND, OR. 97220 oes CEVEL eq} APPROVED BY | DEP]. DATE sacs Eos ne a CABLE MANAGEMENT 309710—001 INSTALL 4—FIBER, 4—71 MESKIEN 07/24/96 W RENTON, | WA. 98055 CHECKED JOB_NO. COMP.NO. c = FACILITIES DEPARTMENT CO SEATILE, WA. 98124 APPROVED DRAWING 350010-002 | E8#236 D 1324030—001 INSTALL 16—FIBER/ONE CATS | HOOVER 07/23/91 illest We NS E [MAILROOM 4-60 DEMOLITION 350010—002| A | PW {10/21/00 BLDG 4-71.41 COL AWF/1-6_ RENTON E 4-711 16410 ELF - 00-163 HP307.XX_ #XX MM—DD-YR NAME (***** DWG NAME ***#0*) TT nana =F MUKILTEO TO/EVERETT f j / a | LYNNWOOD” \. fs \ of / ‘ / EDMON | p | @)—~ ae =| (EERE / _—/ —-——— \ Wa Om ff f 7 \ ROT \ co | \ / = \ / Jy xy | Fi | / f | | } ee SSiATTLE if | [| | \ \ i REDMOND fi t——“‘1 | fi \PRUANT IN| \ \ \D \ \, \ \ N\ \ \ \ \ \w \ \ | DEY CANTER a \% LL NL SITE PROJECT ( a ; | N / / NS OINES’ \ | [KEN \ | [| / | / | eles) CB) \ } | | a UBURN Deve OPM RIONG sibel \ > ITA OMA | AUBURN DEC 15 2090 PLANNING SUBMITTAL t \ 1 H RECtiveD : H Harris Group Inc. ECE- 00-163 7 10802 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY N. ORR 10.25.00 — 10.25.00 - | PLANNING PERMIT HGI/DED 10.25.00 SPECIFICATION 6 APERCVED S._ FRANKLIN 10.25.00 VICINITY MAP SHEET APPROVED BY] DEPT. | DATE DY CORMIER 10.25.00 MILE BUILDING 4-60 DEMOLITION G0 CHECKED Pe COSTELLO 10.25.00 RENTON SITE JOB NO. COMP NO. pees GENERAL MASTER site| "* “° 4—60-SITE-GO K-\ DRAWINAS\ RENTAN\ 10209 TEMP\ GN dun NO /1N/98 /NO LEGEND PARKING DIVISION NEW SETBACK LANDSCAPING NEW INTERIOR LANDSCAPING 1UP 19.32 INV W 17.67 \_CB-1 — TOP 19.60 INV E 17.78 INV W 17.74 NEW CONSTRUCTION BOUNDRY WY O 1U.0Z2 23 _W 1675 Aa BOT 15.35-——s, TOP 16.10 aro Cw 4°VERT PVC N ee TOP PIPE 15.68 ~ BOT 15.68 SQ ae SECURITY FENCING a 10-58 PK_W/SHINER All? N184210.817 £1300108-558 19.65 3) oo o Os. a EXISTING SIGN NEW 40’ TALL POLE W/ 4 LIGHTS @ 400W EACH TOP 19.32 INV N 17.04 INV E 17.04 WL 17.04 BOT 16.90 EXISTING LIGHT STANDARD EXISTING STREET LIGHT STANDARD EXISTING LANDSCAPING EXISTING FIRE HYDRANT NEW FIRE HYDRANT TO INV No. 617 BO" "06-22" : TOP 21.60 INV SW 19.05 i BOT 17.40 eh CI "06-21 \ Y= TOP 21.60 INV NE 18.50 INV S 18.50 BOT 17.85 JOS < i ¥ \ Bem NO \) Bs Wve la \\\ Yo WW oi Ay \ \o ASPHALT PAVEMEN| FQUIPMENT STORAGE WN ARAWING|AC\ RENTANA CANN dua 60’ 30’. 0 60’ 1200’ OO SCALE IN FEET SCALE 1”=60' PLANNING SUBMITTAL Hi Harris Group Inc. ECF -pb-/b3 . 99-10629 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY N” ORR M6.25.00 | UETmE CURRENT REVISION — | SYMBOL DATE THIS DESIGN AND/OR CHECKED SITE PLAN —_ 10.25.00 - PLANNING PERMIT HGI/DED 10.25.00 SPECIFICATION IS APPROVED Smo LS 10.25.00 SHEET 0 SOLING ° APPROVED BY | DEPT. | ATE |D. DORMIER 10.25.00 |" BUILDING 4-60 DEMOLITION C1 00 CHECKED L. COSTELLO 10.25.00 APPROVED RENTON SITE JOB NO. COMP NO. _— CIVIL_ MASTER RENTON| ©“ SITE-4—60 NA /4N/9R /NN REVISION BUILDING 4—60 DEMOLITION AND ASPHALT PAVING REPLACEMENT BY APPROVED DATE SYM of. mH Gy wT t 25 a 1 rat oe pert E- T-15 o oO Yy t 7C6-8C & Fe ETER ROAD REVISION PAL AIRPORT Chi Ce NTON MUNI a c R PUGET SOUND POWER \ / 3 & LIGHT COMPANY : 104Q7 APPROVED J% Ju ~!|LOGAN AVENUE N. DATE 2, = =r ui ui ui ui > <|| z|/ Z| 2 5) 3) 4 & oe zl = | = iC | | TH! ST | H! steer IL PACCAR i \ OK, ‘N AVM Y3SSNO — PLAN VIEW PLANNING PERMIT SCALE: 1” = 400’ DRAWN BNSF RAILROAD LEGEND [| L.__] ZONING BOUNDRY IH INDUSTRIAL HEAVY CO COMMERCIAL OFFICE CA COMMERCIAL ARTERIAL IL INDUSTRIAL LIGHT R—X — RESIDENTIAL ZONE EXISTING COMMERCIAL STRUCTURES PLANNING SUBMITTAL eee: g0-( 62 HGI/DED 10.25.00 QSOEING: ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED N.ORR DATE 10.25.00 CHECKED S._ FRANKLIN APPROVED BY ENGINEER 10.25.00 NEIGHBORHOOD DETAIL MAP ® Harris Group Inc. 10802 CURRENT REVISION D. DORMIER 10.25.00 CHECKED L. COSTELLO 10.25.00 APPROVED APPROVED CIVIL MASTER BUILDING 4-60 DEMOLITION RENTON SITE SYMBOL DATE 10.25.00 SHEET N1 JOB NO. 982179 COMP NO. DWG NO. RENTON RTN-YD-N1 K-\ DRAWING RENTAN\ 10809 TEMD\ MI AWE NA 10/98 /NN eo BE ‘N AVM 4YaSN BUILDING 4-60 DEMOLITION AND ASPHALT PAVING REPLACEMENT LEGEND EXISTING COMMERCIAL STRUCTURES ZONING BOUNDRY IH INDUSTRIAL HEAVY CO COMMERCIAL OFFICE CA IL COMMERCIAL ARTERIAL INDUSTRIAL LIGHT R—X — RESIDENTIAL ZONE 0 a lo ij ui ui ui <z|| =} 2] 3 ” 7) > = aa oy x - 2 zg gi & S = If H STR + a —X || CA =o Lj = bh = i = — - HST t a) fea) a al s J r] WoT PLANNING SUBMITTAL PLAN VIEW Harris Group Inc. SCALE: 1” = 400’ DRAWN DATI ELF 00-163 ® 10802 SYM REMISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY N. ORR 10.25.00 SUBTITLE CURRENT REVISION SYMBOL DATE , _— 10.25.00 - | PLANNING PERMIT HGI/DED 10.25.00 ee a ACE S_ FRANKLIN 10.25.00 NEIGHBORHOOD DETAIL MAP _ I -(14 74,4 'm APPROVED BY] DEPT. | DATE 1D. DORMIER 10.25.00 |= BUILDING 4-60 DEMOLITION N | -9 [ cosTeiLo 10.29,00 RENTON SITE JOB NO. COMP NO. nia CIVIL_ MASTER RENTON|™® 8 RIN-YD-N1—a K:\DRAWINGS\ RENTON \ 10802_TEMP\N1—a.dwg NO/10/25/00