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I -~---- i I 8 ' I I ,I I I --t- i I .I I ,I Ii ii b ROOF ---------------------'ll---- 156' -3" Level 5 ------, __ ------------'I~ --- \ A4.33 VERTICAL EXPANSION JOINT COVER r-BRIDGE BEYOND :, .• -. -·---" 141' -9" ---"---~L"vel 4 tJfJ "\ 127'-3" ,_ • Level 3 (IA , --112'-9";, DEC 12 1016 A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: .;,lfA,:, c:"fr.._.,, BARGHAUSEN \.'4,_,.,,_/r CONSULTING ENGINEERS, ING. *-,~/ 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL/ MECHANICAL AND PLUMBING / ELECTRICAL ENGINEERS: OFFMAN NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 HEALTH CAR REt-\LTY UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION ---!-----+-------• DRAWN BY: PROJ. ARCH .. HV AD PROJ. NO.: 101704.00 DATE: 12/05/16 OWG. EXTERIOR ELEVATIONS DWG. A3.01 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" .. -~ 2 J 1 s 2 3 4 5 ' F E c-;) I I [l (~) @ Cf) --_,_ ------------_ ']_ -------------_J_ -- ' I I (~) r I I B (-, 7 ' ( I I ROOFTOP I I I I ---r -------+: ,T"·11,_c.r1,"'·1··1""'','1IT':, ml rr,',,,-· -·1.-·1=·,:.rr,,=,,,rr,m,,,, m,,rr,rn,,~1-·1 =· ,o-:-.r-n-,,r"rr:r,,rr,,ct,-c,,,-,:': ,-,,' ,"',=·,,,,,,rr,-,.,", ., •. -, ,,,-c. -·~,, ITI ~,=rr .. rn1.-,rn., =· rn,,=, .. -===, rr,r, =,,rr,,=, IT.,rr,=,,rr,,rn:rr, -, ',-,·,=: ~.,rr,,rr, ,rn, rn,rr, rn,.,=1·-,,m.h,, .. ic,.,1-',·,·1··1·.-·· .. : .. ,=,, -,,1·:,m';lm'·,'1-.l-'1,=11-···1·1ml '1-,11-·.·. -,I iITT'il'I -1.·1-·,-·,.~,·:1~~~-=~~~ -----------~ ---------,---------------------_S_TR_UC I . ' .. ·1.1,.! I'·. ·,'1 .. •·1 i· .. ','·· 1i, ,,II!,·.:,,'!,' I .'1: '1· '1 ··1·.•. :,· ·1· ·.· ..• · .... I·': !I Ii I ii ,illi 11,,1 I : 111.1 '11 I ''1· ,,'H I ·,'.·I' i ;_, .... ·· II' I Ii . 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LIGHTED METAL BOLLARD --- MET AL BOLLARD·---..._ ,-:1 --------\ ----=--~h~L-----------~------------J-------------~------------~-----------------Level 1 •-\ 81'-0~ I I I '-----ARCHITECTURAL CONCRETE CD EXTERIOR ELEVATION -SOUTH 1 ~~~~~~- 1 / 8" = 1'-0" 0- 1 FORMED METAL WALL _______ . .W!! PANEL CW SPANDREL GLASS -------IC--'---------+- METAL COMOSITE I MATERIAL WALL PANEL ______ _j_ i CW VISION GLASS ---------l--i----lNl- CW SPANDREL GLASS ----- CW SPANDREL GLASS \ CWVISIONGLASS~' \ VERTICAL EXPANSION \ JOINT COVER \ \\\ 1 £! d'----"1 ·1 j ' I J11---I I ' '--FDC I I i : ( I I I I l I l : I I I-. l i I I 1,- l 2 i11---t I ·, fa i I I F . ' f, I • I • I I I l I l l I • I I J ·; I --"·I·"··, . fu I '-: I I I I 'I ·"---1 1: : i r I . I - : 'I ' ' l . l I I 0 _____ ,,,...__+-cROOF •• , ' 156'-3" \J -----------------------------, Level4 ~.\ ' ! .,; -~--- ·-·-. a !! I I ~-FDC I --r--------~--------- MTL PANEL CANOPY~/-____________________________ ) FDC MTL PANEL VESTIBULE~ METAL BOLLARD LIGHTED METAL BOLLARD ARCHITECTURAL CONCRETE --~ EXTERIOR ELEVATION -WEST 2 1/8" = 1'-0" F E D C I l l l l l I I I I ".-:r .--,. -.-- ' ARCHITECTURAL CONCRETE--~ B ------~-127' -3" ______ ."-_j__-Level 3 •·\ ' 112'-9" (J l , __ _L~vel 2 ~ "97'-3" ----... f'·' ,m ('·, ••, " • !,,,, OcC l 2 1016 c:, -.: · .. :·: ._,.\·:.·:.:;J PU,'.'./U~1:; .._)\/1~:,J;J ' " 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER I LANDSCAPE ARCHITECT: 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL/MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: FFMAN GINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 HE-6,L TH CARE Rr=l-'kL UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION 1----+------l-'.C DRAWN BY: PROJ. ARCH.: HV AD PROJ NO.: 101704.00 DATE: 12/05/16 DWG. EXTERIOR ELEVATIONS OWG. A3.02 ' DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" ' 3 4 B E 2 3 4 s ' G F F I. I I 1 I 1 I I I i' ! ' I' 0) T D THROUGH.WALL---~ OPENING FOR MECHANICAL DUCT I •I I ) I I I I ii I I I I, I ' i ! 11 i i I FORMED METAL COP!NG PAINTED TO MATCH FORMED METAL PANEL TYPICAL ' ' ' 1, ! I I I I i I , I 'I I INSULATED-,----~ ROOF MEMBRANE OVER CAST IN PLACE CONCRETE STEM WALLS TYPICAL cp 1 ' ' ' ' , I i I i I f , 11 I , I, I 11 ' : t I I' ' 'I ' ' I , ' ' ' C ,---METAL \ SCUPPER, PAINTED TO STEEL PIPE AND TUBE I, MATCH FORMED METAL RAILING ~\ \ PANEL, TYPICAL GALVANIZED \ FORMED METAL WALL /PANEL ~" "---HOLLOW METAL _____ / DOOR AND FRAME PAINTED TO MATCH FORMED METAL PANEL TYPICAL 8 ~ STRVCTURAL ' STEEL GRATING GALVANIZED _________ RQO.~F~rr-"lr 156' -3" EXTERIOR ELEVATION -NORTH -PENTHOUSE 1(4"::: 1'-0" - I I I I I ' Ii i I 11 I st I' .-"" ,,. ,', ,_ INSULATED ROOF MEMBRANE OVER CAST IN PLACE CONCRETE STEM WALLS TYPICAL 2 EXTERIOR ELEVATION -EAST -PENTHOUSE 1/4" ::: 1 '-0" (3) r-ROOF MEMBRANE (~) I STEEL PIPE AND fUBEr FORMED METAL INSULATED T FORMED METAL WALL r INSULATED RAILING COPING / ROOF MEMBRANE / PANEL OVER CAST IN PLACE OVER CAST !N PLACE , -------~-*"--lfFi------#-, ri -----~--r~7=itFrgA'"R~,.TE'FsrTFiEM'FwrAFiLL"s ___ m_i"i'i''i""'--~--"-"'---·,""·'fl,:._.'"/ "''"'' ----------r,c.,--,/;J __ ~'"7t"'rg"~~c,TcaE "sT.,EM"iwrAFiL"Ls----~"'~"'-i-$,-~n--_, -_S_TR,U_C_TuioE_o R_F6g~ 1 :1 1 !i,,:!,·,,,!,,1; 1 il,,,,,:',l,lf i 111,,,i ,,'',,,,:',,,,i,,IJl, 1 l,11, ii, ,1: 1 : 1 !,,:,, l,l,·1 1 1 1 :1111:/i; iilljl'1i ,1 1 11!!1:J!! ! !ii II ,,i[ i 1i 1 !/l(ii}'.if:1 1 li 111 1 1!,; '1 I :Iii; l;i Ii 1 17 0'- 3 " , , , ,, , ', , r , , , , ,,, , ,1 , , , ', , ,, ,, , ,, , ,, ,, , I, 'I ,, i, '1 '1 f 1 , 1 11 ! 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I ' I I I 1,l:!11 !1 1 I 11'1 1 ::1 11:1 r !!I ,:1:,:111: I D ' ' ' ' ' HOLLOW METAL DOOR AND FRAME 3 'L INSULATED ROOF MEMBRANE OVER CAST IN PLACE CONCRETE STEM WALLS TYPICAL EXTERIOR ELEVATION 114"::: 1'-0" C I I SOUTH-PENTHOUSE B r· - OEC i 2 ~015 I ,, A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425)251-6222 FAX NO: (425) 251-8782 STRUCTURAL/ MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: OFFMAN NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO (206) 624,3775 LT CARE REALTY UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 100°/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION ,, DRAWN BY: PROJ. ARCH .. BT AD PROJ. NO.: 101704.00 0--------------<IB DATE: 12/05/16 DWG, EXTERIOR ' ELEVATIONS - PENTHOUSE DWG, A3.03 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 2 3 6 F ,- ' ' r.) \ _ __B I I I E E \ -l 0 \_ ALL EXPOSED STRUCTURAL STEEL ARE TO BE PAINTED TO MATCHED FORMED METAL PANELS TYPICAL D ~-FORMED METAL COPING FORMED METAL WALL /PANEL I I I 1 1 '' 1 1 i i ! I \ INSULATED ROOF MEMBRANE OVER CAST IN PLACE CONCRETE . STEM WALLS TYPICAL STEEL PIPE AND TUBE RAILING 7 A7.02 STRUCTURAL STEEL PAINTED TO MATCH FORMED METAL PANELS C (;'· -r '1 /nDAVITSYSTEM---_ --_ROOF-TOP STRUCTURE ROOF , 170' -3" '- _, I PMMA ROOF PENETRATION(S) FLASHING TYPICAL ROOF 1561 -3" 0 EXTERIOR ELEVATION -EAST -PH SHAFT 2 ~~~~~~~~~~ 114" = 1'-0" --~ 7 \ A7.02 FORMED METAL COPING FORMED METAL WALL PANEL I t!'!! 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I 1 : i : , I i 1 ' ~-INSULATED THROUGH WALL OPENING ROOF MEMBRANE FOR MECHANICAL DUCTS OVER CAST IN PLACE CONCRETE STEM WALLS TYPICAL ROOFTOP STRUCTURE ROOF b ' ______ RQO"'F;,{''.,----'1,- 156' -3" \, EXTERIOR ELEVATION -SOUTH -PH SHAFT 114" = 1'-0" 5 EXTERIOR ELEVATION -EAST PH SCREENWALL 114" = 1'-0" ;·. -· ,< • •," <c• ' •' DEC l 2 2016 [J 8 A 0 ' " ~ 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL I MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: OFFMAN NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: {206) 624-3775 E UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION ---t--~~~-+---~~-----tl DRAWN BYI BT PROJ. ARCH.: AD PROJ. NO_· 101704.00 DATE: 12/05/16 OWG. 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FORMED METAL WALL PANEL ROOFTOP STRUCTURE ROOF STRUCTURAL STEEL GRATING ----STRUCTURAL STEEL 156' ----3" STEEL PIPE AND TUBE RAILING -......._ STRUCTURAL STEEL MET AL GRATING 0 ' b "' ' "' "' ' "' 0 ' "" - ii _._,_.c._ ______ +---------------\ ROOF \ ----156'--3""~.---'j.- f C C C 4 , ,...,., \ .,,, .. ,,_,. . ,·. '---"----''--"" ' I_ STRUCTURAL STEEL EXTERIOR ELEVATION 114" = 1'-0" B METAL SHIPLADDER [' ,. -' ') DEC 12 2016 EAST 1 -(t>ATWt.\lLK ' -~ , ... '" .. , ,. 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CD TUNNEL SECTION 01 -NVV 1 f---------------------- 1/8" = 1 '-0" _, 15" CONCRETE SLAB Level 1 0 TUNNEL SECTION ()2 -NE 2 ~~~~-~~~ 118" = 1'-0" 81' -O" D C I :. : I -----------1·--r , I , --I T C ' I ' I __ d ___ _ ' I VESTIBULE AT TUNNEL ENTRANCE II ' ' ' ' ' ' ' 8 I B 'vel 3 .-, ·11 '-9"'CI' :('") I' 'W - v~2_., ' -3-..-----\J' B ement •, 66'-=-6~ ' ' I I ( MATERIALS LEGEND UNLESS NOTED OTHERWISE I 1T11:, rl ~ lwi ~ ~ ~ PLANTED AREA GRAVEL OR CRUSHED ROCK EARTH WOOD SLATS RIGID INSULATION CONCRETE COLOR-DARK CONCRETE COLOR-MED!UM CONCRETE COLOR -LIGHT ~ CONCRETECOLOR-NATURAL ' ;\ 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CNIL ENGINEER/ LANDSCAPE ARCHITECT: ,qAAr~ ,• •• BARGHAUSEN CONSUL TINO ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL/ MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: fFMAN GINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 RE UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION DRAWN BY: PROJ. 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STOf~M JRAIM PRIVATE CATC/-. BA'.JN PEDES rRIAI~ PUSH BUTT'.lf\l (PPi::l) PEDESTRIAN S1G~l 4L/PEUEST/~L RECORU l)A-A GF:AVEL SJF;F ACE rmCKrnY ROOF ELEI/ATIOI\ SERVICE Dr~AIN (STOl'\M) STEAM LII\E/VAULT SMIITA.=n SIJE SEWER (RECO'\J) SICN/STREE-:-NAi/E SIG:',.J nAFF!C CO,"TROL/STREET LICHT HA/\DH'.JLE TRAFF.C CO,\/T.'-iOI_ CAi::lli,JET (TRSCC) TRE:f'!CH DRAI~: TEMPORARY BGICH~·AARi< (ml~) TELEPH'.JNE CCN'.)VIT (BURIED) TELEi)H:JNE :JUCT TELEPHONE VAUL i TELEPHONE l/A~!HOLE TELEPHONE SENTRY TRAFFIC FLOW ·)lilECTl'.JN TRAFFIC ':>IGf,IAL TRAFFIC SIGNAL CONDUIT (BURIED) TOE OF SLOPE TOP OF BA\JK UTILITY POLE (WOOD) INATrn VMLT WATE~ f,lAI\I WATrn METER INATEK VALVE WATER BLOWUFF VALVE WATER GATE '/ALVE/CHAMBER VACATIOM/CONDE/./NATI0.'1 ORDINANCE WIIIE ELEI/ATl~)N if/COD FEf\CE (WF) OIL FtLL CAP YARD LIGHT HORIZONTAL DATUM: NAO 1983/91 -AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS: 1227 LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR MONUMENT SOUTH 24" EAST 11.4 FEET. MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE NORTHING: 163,155.0641 EASTING: 1,298,978.216 1229 LOCATION: FOUND 1 O" MONUMENT CASE AT THE INTERSECTION OF SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH APPROXIMATELY 10' NORTH OF ANOTHER MONUMENT CASE AT THE PC OF A CURVE ON TALBOT ROAD SOUTH. MONUMENT: MONUMENT CASE NORTHING: 163,956.1484 EASTING: 1,299,050.266 VERTICAL DATUM: NAVO 1988 -AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED ANO MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINT USED: 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER CONCRElE MONUMENT LOCAlED AT THE ORILLIA INTERCHANGE EAST OF THE SOUTHWEST 43RD STREET SR 167 UNDERCROSSING, ABOUT HALFWAY TO THE INTERSECTION WITH A TRAFFIC LIGHT CONTROLLING FREEWAY OFF AND ON RAMP TRAFFIC. MONUMENT: WSDOT BRASS DISC IN CONCRETE LOCATED SELY OF SOUTHWEST 43RD STREET OVERPASS OF SR 167 NORTHING: 163,921.58 EASTING: 1,298,126.31 ELEVATION: 84.97 (SEE DRAWING FOR BENCHMARKS SET FOR SITE USE). SW 29TH ST SW 34TH ST SW 39TH ST SW 41ST ST \ SE 43RD ST VICINITY MAP SITE NOTES SITE ADDRESS, 400 S 43RD ST RENTON, WA 98055 TAX ACCOUNT NO., 885767-0010-05 885767-0100-06 885767-0030-01 885767-0020-03 885767-0080-00 885767-0090-08 885767-0070-02 885767-0060-04 885767-0050-06 885767-0040-09 885767-0110-04 885767-0070-93 302305-9034-03 302305-9065-04 302305-9085-00 ZONING, COMMERCIAL OFFICE ZONING AGENCY, CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 980557 ( 425) 430-7200 SETBACKS, CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION. FLOOD ZONE THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DA1£D MAY 16, 1995, COMMUNITY PANEL NO. 53033C0979F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN: HORIZONTAL DATUM, NAO 83/91 VERTICAL DATUM, NAVO 88 AREA SITE AS SHOWN CONTAINS 1,440,075 SQUARE FEET OR 33.0596 ACRES, MORE OR LESS. SUBSTRUCTURES, BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER, RECORDS OF UNDERGROUND TELECOMMUNICATIONS ANO/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS-OF-WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISlENCE OF UNDERGROUND lELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. UTILITY PROVIDERS, SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98057 ( 425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, SUllE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 ( 425) 454-6363 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 7TH A VENUE SEATTLE, WA 98191 (800) 244-1111 DESCRIPTION, PARCEL I: LOTS 1 THROUGH 10, TRACT A ANO PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THE BUILDING ANO IMPROVEMENTS LOCATED ON SAID PARCEL B. PARCEL II: THE BUILDING AND IMPROVEMENTS LOCATED ON THE FOLLOWING DESCRIBED PARCEL: PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LN0-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON. PARCEL Ill: LOT A OF DR. BRAIN RENTON SHORT PLAT NO. 213-78, ACCORDING TO SHORT PLAT RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149018, IN KING COUNTY, WASHINGTON. PARCEL IV: COMMENCING AT A POINT WHERE THE WESTERLY BORDER LINE OF COUNTY ROAD NO. 80 (KNOWN AS KENT-KANGLEY ROAD) INTERSECTS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M,, THE POINT OF BEGINNING; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 31 A DISTANCE OF 200 FEET; THENCE SOUTH A DISTANCE OF 75 FEET; THENCE EAST TO THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80; THENCE NORTHERLY ALONG THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80 TO THE POINT OF BEGINNING. PARCEL V: THE NORTH 85 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARlER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 2.3 NORTH, RANGE 5 EAST, W}A., IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80 AND EAST OF A LINE 300 FEET WEST, MEASURED ALONG THE NORTH LINE OF SAID SUBDIVISION, FROM THE INTERSECTION OF SAID NORTH LINE WITH THE WESTERLY LINE OF COUNTY ROAD NO. 80; EXCEPT THE NORTH 75 FEET OF THE EAST 200 FEET THEREOF, MEASURED ALONG SAID NORTH LINE THEREOF. N TITLE REPORT REFERENCE THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, GUARANTEE NO. NCS-815621-WAl, DATED SEPTEMBER 27, 2016. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: 17. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: DECEMBER 13," 1916 AS 1103039 IN FAVOR OF: PUGET SOUND TRACTION, LIGHT & COMPANY FOR: TRANSMISSION AND/OR DISTRIBUTION LINE *SURVEYOR'S NOTE: BLANKET IN NATURE 18. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR JOHN LANGSTON ROAD AS GRANTED BY DEED RECORDED APRIL 9, 1934 UNDER RECORDING NO. 2794913. *SURVEYOR'S NOTE: NOT PLOTTABLE 19. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: RECORDING NO.: JULY 1, 1969 6533037 *SURVEYOR'S NOTE: UNREADABLE @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JANUARY 28, 1970 UNDER RECORDING NO. 661144 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON FOR: AFFECTS: @EASEMENT, CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN INCLUDING TERMS AND PR0vi'S10Ns CONTAINED THEREIN: RECORDING INFORMATION: JANUARY 28, 1970 UNDER RECORDING NO. 661145 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON FOR: AFFECTS: CORPORATION ELECTRIC TRANSMl~3SION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN 22. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JANUARY 12, 1976 UNDER RECORDING NO. 7601120549 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON FOR: AFFECTS: CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN *SURVEYOR'S NOTE: BLANKET IN NATURE @ RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS ANO PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE VALLEY GENERAL HOSPITAL-DR. BRAIN SHORT PLAT NO. 21378 RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149018, IN KING COUNTY, WASHINGTON. 24. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE AGREEMENT", EXECUTED BY ANO BETWEEN PUBLIC HOSPITAL DISTRICT NO. 1 OF KING COUNTY, A MUNICIPAL CORPORATION AND CITY OF RENTON, A MUNICIPAL CORPORATION, RECORDED AUGUST 20, 1979 AS INSTRUMENT NO. 7908200611 OF OFFICIAL RECORDS. •SURVEYOR'S NOTE: BLANKET IN NATURE @ EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 31, 1979 UNDER RECORDING NO. 7907311138 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR Dl'.3TRIBUTION SYSTEM AFFECTS; AS DESCRIBED THEREIN @ EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 13, 1979 UNDER RECORDING NO. 7908130547 IN FAVOR OF: CITY OF RENTON, />,, MUNICIPAL CORPORATION DRAINAGE FACILITY. FOR: AFFECTS: @ EASEMENT, AS DESCRIBED THEREIN INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFOR~1A TION: APRIL 13, 1981 UNDER RECORDING NO. 81041304 78 IN FAVOR OF: FOR: CITY OF RENTON, A MUNICIPAL WATER PIPELINES AS DESCRIBED THEREIN ' CORPORATION AFFECTS: @EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 16, 1981 UNDER RECORDING NO. 8104160537 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON FOR: AFFECTS: @ EASEMENT, CORPORATION UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN INCLUDING lERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 27, 1981 UNDER RECORDING NO. 8110270511 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: SEWER LINE AFFECTS: AS DESCRIBED THEREIN @ THE TERMS AND PROVISIONS CONTAINED lN THE DOCUMENT ENTITLED "AGREEMENT", EXECUTED BY AND BETWEEN SAN LWAI, CAVELLA LWAI AND BLUE MT. DEVELOPMENT LTD. AND EUGENE BRAIN AND LILLIAN BRAIN, RECORDED NOVEMBER 3, 1981 UNDER RECORDING NO. 8111030304 OF OFFICIAL RECORDS. @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 16, 1981 UNDER RECORDING NO. 8111160317 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION FOR: UNDERGROUND COMMUNICATION LINES AFFECTS: AS DESCRIBED THEREIN NO SCALE ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: DECEMBER 11, 1981 RECORDING INFORMATION: 8112110351 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYS1£M AFFECTS: AS DESCRIBED THEREIN @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: DECEMBER 11, 1981 UNDER RECORDING NO. 8112110.352 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN @ THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT AND EASEMENT FOR SEWER" RECORDED DECEMBER 9, 1982 AS RECORDING NO. 8212090481 OF OFFICIAL RECORDS. @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 13, 1984 UNDER RECORDING NO. 8408130445 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION ANO/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN @EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 31, 1986 RECORDING INFORMATION: 8610311868 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES AFFECTS: AS DESCRIBED THEREIN @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 8, 1987 UNDER RECORDING NO. 8709080354 IN FAVOR OF: FOR: AFFECTS: SAN LWAI ANO BLUE MOUNTAIN LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP 24 FOOT WIDE ACCESS ROAD AS DESCRIBED THEREIN SAID EASEMENT PARTIALLY TERMINAlED BY INSTRUMENT RECORDED JUNE 2, 1989 UNDER RECORDING NO. 8906020695. @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 4, 1988 UNDER RECORDING NO. 8804040492 IN FAVOR OF: FOR: AFFECTS: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN 41. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF EASEMENTS AND UTILITIES SERVJCES AGREEMENT" RECORDED MAY 19, 1989 AS RECORDING NO. 8905191454 OF OFFICIAL RECORDS. *SURVEYOR'S NOlE: NOT PLOTTABLE 42. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: RECORDING NO.: MAY 19, 1989 AND SEPTEMBER 14, 2016 8905191455 AND 2016091000747 *SURVEYOR'S NOTE: NOT PLOTTABLE @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION; DECEMBER 28, 1989 UNDER RECORDING NO. 8912281554 FOR: ACCESS AND PARKING AFFECTS: AS DESCRIBED THEREIN @ THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF UNDERGROUND STORAGE TANK ABANDONMENT" RECORDED MARCH 23, 1990 UNDER RECORDING NO. 9003230403 OF OFFICIAL RECORDS. 46. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MAY 14, 1992 UNDER RECORDING NO. 9205140426 IN FAVOR OF: VALLEY TWO LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP FOR: UTILITY SERVICES, PARKING AND ACCESS AFFECTS: AS DESCRIBED THEREIN 0 DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED SEPTEMBER 22, 1999 AS RECORDING NO. 19990922001766 OF OFFICIAL RECORDS. *SURVEYOR'S NOTE: NOT PLOTTABLE Q THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED ~ ''STREET USE PERMIT" RECORDED JANUARY 15, 1993 AS RECORDING NO. 9301150938 OF OFFICIAL RECORDS. @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY 23, 1993 UNDER RECORDING NO. 9302232323 IN FAVOR OF: FOR: AFFECTS: CITY OF RENTON, A MUNICIPAL CORPORATION UTILITIES, ROADWAY SLOPES AND SIDEWALK AREAS THE PORTION ADJOINING SOUTHWEST 43RD STREET AND TALBOT ROAD @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 12, 1993 UNDER RECORDING NO. IN FAVOR OF: FOR: AFFECTS: 9307121299 CITY OF RENTON, A MUNICIPAL CORPORATION UTILITIES, ROADWAY SLOPES AS DESCRIBED THEREIN 53. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108 BSP LND-35-0007 RECORDED VOLUME 166 OF PLATS AT PAGE(S) 89 THROUGH 93, IN KING COUNTY, WASHINGTON. 57. THE lERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "APPURTENANT EASEMENT AGREEMENT" RECORDED APRIL 29, 2016 AS 20160429000646 OF OFFICIAL RECORDS. • Cl) 0 a: z tl1 -_z Cf)- CJ ~ zw -...J I-o> I-0 :i: eel o6 ~ oo w >- 0 ~ a: a: -:) I Cl) CfJO :) z m :S >-w > [[ :) Cf) 0 I 0... <( [[ ('J 0 0... ~ 00 >-[[ <( 0 z :) 0 [I) f--w w a: f-- (f) 0 a: ('I') s:;j"" I f-- :::i 0 Cf) 0 0 s:;j"" I m C[ w f-z w 0 _J <( 0 0 w ~ >-w _J _J ~ 0 w "' > w " z § z I U) ~ ~ :::, 0 0 (:J z ::<'. . z /2 z w [[ LL 0 ~ Cff'V Of ;.ir;i'\J i,JJ:,J O IGM/HAK TRS scale date 1"=100' 11/4/16 job rio. 2016005.07 z 0 v; > w " 0 7 3hee\ 1 ol 9 ~;t L---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.. mcad\C3D\2016\201600S\SURVEYING\DWG\XS-SUR·07.dwq, 12/1/2016 7:37:56 AM, DWG To PDF.od 1:1 ,, .. ~•,,•.,.o,.,, .,.,, "'"''"'", la·'""''"'·""'''""' ,,,,,.,•,.aH•'"''"',''" ,.,,•a•,;,,,,,..,., ,"'.c,·-,:sM''•"i'•.,, ,. .. , .. ,, 'c,wCss-,•c-,S ''' j" TREE RETENTION PLAN FOR I LJW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXPANSIOM DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT _ __...-.~Ren toll TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, \II/A 98057 Phone: 425-430-7200 I www.rentonwa.gov 1. Total number of trees over 6" diameter1, or alder or cottonwood trees at least 8" in diameter on project site 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: 97 0 0 0 28 28 69 4. Next, to determine the number of trees that must be retained 4 , multiply line 3 by: 5. 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all!commercialland industrial zones List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing 5 to retain 4: 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 7. 8. Multiply line 6 by 12" for number of required replacement inches: 6.9 7 0 0 trees trees trees trees trees trees trees trees trees trees inches Proposed size oftrees to meet additional planting requirement: [Minimum 2" caliper trees required for replacement, otherwise entHr O) inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whole number) trees 1 Measured ;it 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified .arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 'The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch {2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of re,o/acernent trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 't: POST 9 "' 8' -10' OIi-CENTER ~---2' DIAl-1cTER GALVANIZED STEEL POST GALVANJZED C'.'HAIN LINK FENC.E 't: POST GALVANIZED STEEL POST EXISTING <5RADE WH'AG TED OR EXISTING 51.00RADE l i Protection Measures During Construction: Protection measures in this subsection sh,!11 apply for all trees that are to be retained, All of the following tree protection measures shall apply: I i a. Construction Storage Prohibited: The applicant may not fH!, excavate, stack or star? any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, br compact the earth !n any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant sh~II erect and maintain six-foot (6') high chain link temporary construction fencing around the drip lines of all retained'. trees or at a distance surrounding the tree equal to one and one~quarter feet (1.25') for every one inch (1") i)f trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees," or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addftlon, the applicant shall provide supervision whenever equipment or trucks are moving riear trees. · c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree lo be retained may not be lowered within the greater of the following areas: (i} the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one-half feet (1 -1/2') in diameter for each one iilch (1 ") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) f. Mutch Layer Required: Al! areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3") of wood chip mulch prior to installation of the protective fencing. Exceptions may be approved if the mulch wi!I adversely affect protected ground cover plants. (Ord. 5676, 12-3~2012) g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activitie'i.> and/or to prune branches and roots, fertilize, and water as appropriate for any trees and ground cover that are to be retained. h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree protection. (Ord. 5676, 12-3-2012) TREE PROTECTION DETAIL NOT TO SCALE ct£CKED FOR COMPLIANCE TO CITY STANDARDS ENGINEER: BARGHAUSEN CONSUL TING ENGINEERS 18215 72ND AVENUE SOUTH --------------Dote-------KENT, WA 98032 (425)251-6222 (425)251-8782 FAX --------------Date------- Date CONTACT: DAN BALMELLI DESIGNED DRAWN CHECKED APPROVED Cl'. (J_ (J_ <{ Lu ';;: 0 STATE OF WASHINGTON G D >-CD LAND A A H ECT z 0 vi 5 Lu Cl'. ci z DEC 12 2016 CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT TREE RETENTION PLAN VALLEY MEDICAL CENTER JMV 1010/2016 DATE ALE NO. JMV AS SCALE FIELD BOOK DIRECTOR Cf' PU8l.lC WORKS SHEETTR-20F ii "' 0 8 z " ~ 0 PAGE~ 2 ---·- t- ~ t- t- I (/) (/) I a.. a.. a.. ii u N 0, 0 IX) - 0 z '" ~ ;,; 0 u (/) N i,; E ~ 2 0 0 "' " "D _j I N °' 0 co / a, C ·c: V " .~ a, C " / N o, 0 ro / w 0 0 0 o) ,:. [L ~ c:: 0 z (I) 0 ""') . w (j a:i t5 ==I-;; 1"-=30' ff x:) f (0 EX. INLET #581 RIM 65.91 AREA DRAIN RIM 68 89 IE 68 0 4"PVC W \REA DRAIN ,IM 68 90 E 68 0 4"PVC W DRAIN )8 90 .0 4"PVC W \IN ) "PVC W -~-----------·-----------------~--.~----·-·------·-·-· CONCEPTUAL GRADING, STORM DRAINAGE AND UTILITY PLAN EXISTING BUILDING FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION EXISTING BUILDING I 0 '1' ___________ Dote ____ _ -----------Dote ____ _ Dote 10/10/2016 EX CB #559 RIM 100.95 ·-, • IE (CAR PARKED ---- ENGINEER· BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 ( 425)251-8782 FAX CONTACT: DAN BALMELLI (') 0 ,t, EX CB #716. ---- RIM 103.52 IE 101 9 (6"C -E)'•. - 1-----'- -- a:: 0.. 0.. ..,: <D -w '->-0 ..,: -0 '-0 - >-b CD :::;; >-w t/l t/l t/l z w a:: 0 ~ vi 0 a:: > 0.. w a:: 0 -z ~z ' Oo C ~ ~E-c 0 -E-c z & e -i::.:l u~ CB #713 RIM 106 08 IE 103 3 (1e IE 103.2 (12 I ~ I CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT ~ a. <I) 0 <I) -" ~ 0 s: ,\! j5 ::, 0.. "' O> C: :§ ·5 CD " O> C: 'i: C: 0 a: . ru -. ;;,ru ~~ -o 0~ F .'...l _j ~j ze o" N ru •' ~ I- 1-- I- I- I (/) (/) I a.. a.. a.. 0 u "' a, 0 <O - 0 z m 0 ' w ~ ~ 0 ~ r 0 ~ ~ iii x " "' 0 >-::, "' " " .ci 0 E I ::, C, I N a, 0 <X) .:;:; X w "' 0 ::,; lL ~ W C ~ ·i:: " " .s "' C <V / N a, 0 OJ CONCEPTUAL GRADING, STORM DRAINAGE AND UTILITY PLA~Ec::ri ltD VALLEY MEDICAL CENTER r 1 • 2016 DESIGNED JEP t-===~====a....j DATE 08/24/2016 FILE NO. DRAWN, JEP P~A'\~-::~,:.--; CHECKED AS SCALE RELD BOOK ___ PAGE~ DIRECTOR OF f'U8UC WORKS SHEET C3 OF 3 APPROVED 0 z (D 0 '"') Lll ~ (D t ~ X _J _J ~ N . ~ ' ~ iv 0 u lfl "' (l_ sj- "' <.D ~ 0 N '---.. '---.. N iv E e= '---.. " 0 a 0, ~ ""! "' 0 I N "' 0 0) / 0, C ·c "' "' C "6, C " / N cr, 0 0) / "' 0 0 0 OC) / "' t "' ·e []_ / "' > I 0 0 Q. w <( ~ / <C -:. z w 2! ~ C: C: • • • • • • • • • • • • ~:1y 1"•30' CATCH BASIN TABLE CB # 1 , TYPE 1, W/STANDARD GRATE RIM = 88.71 IE=85.37 ( 12" W) CB #2, TYPE 1, W/STANDARD GRATE RIM = 97.30 IE=94.30 (12" W) CB #3, TYPE 1, W/STANDARD GRATE RIM = 89.04 IE=86.04 { 12" E) IE=86.04 (12" NW) CB #4, TYPE 2-48", W/ SOLID LID RIM = 90.04 IE=77.22 (12" E) IE=77.22 (12" N) IE=77.22 (12" W) CB #5, TYPE 2, 48" W/ SOLID LID RIM= 90.17 IE=77.18 (12" E) IE=77.18 (12" S) CB #6, TYPE 2, 48" W/ SOLID LID RIM = 89.70 IE=76.71 (12" N) IE=87.00 {6" E) IE=76.71 (12" W) LINE OF STANDARD BUFFER LANDSCAPE AREA BY WATERSHED COMPANY BSBL) 4• SCH. 40 PERF. PVC FOOTING DRAIN EXISTING PARKJ,JG GARAGE .">i.111---1 GRAVEL :· 1 ·· @ LVL 3 h 11 ':~= I\ : 1n,--4 i\' :.iflr1 I --:i n .. i I ": j111r--- l • t .I '. i'l'l'. ----; I •. \ .I l'f---l"'< ·· 1 I :·1·•.1-'' ~· • ·1 · • f11111-~' ', ·1·11,1 -= ,. GRADING AND UTILITY PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 4• SCH. 40 PERF. PVC FOOTING DRAIN 9 P'ARIKIN<l-.~ ~- GARAGE ---< L.BVB.. 4 A= • 78.33 1--=- L.EtJB_ 8 A=• ~-u-~I I r:::: -~·····--.. ---·--,- -,.--~ I ~--i' ~, • I I I \ \ ! ---- 1 I I I fl:::. ADDENDUM #2 ZTW 11/04/16 AS -----.-----1---1 NO. REVISION BY DATE APPR ORDINARY HIGH WATER MARK CHECKED: AS APPROVED: AS \ \ \ GRIND AND OVERLAY PER CITY OF RENTON STANDARD •••• • • • • • • BY: _______________ _ 11/28/2016 Vl .w <.:> u z--> z er zW :'.5 Vl a. <i! c,1- 5~ z •O <.:> er z--> er z t::l w z . -<.:> <.:> z z-w 1::, ....J> 5 er -::, u Vl DATE: ____ _ Eb l=::czq 1"=30' \REA DRAIN llM 68 90 E 68 0 4"PVC W DRAIN ,8 9C .0 4"PVC IV \IN ) "PVC W CONCEPTUAL GRADING, STORM DRAINAGE AND UTILITY PLAN / EXISTING BUILDING EX. CB #569 ' FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION ~ 131\ \ l EXISTING BUILDING ----------Dote ____ _ ----------Dote ____ _ Dote 10/10/2016 ENGINEER: CANOPY OVER LOADING ZONE BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425 )251 -6222 (425)251-8782 FAX CONTACT: DAN BALMELLI EX. CB #716" - RIM 103.52 iE 101.9 (6"C.E)-... ,: ' I ! I .,, "• 0:: 0.. 0.. <( Lu ~ Cl >-[ll z 0 iii 5 Lu 0:: 0 z CITY OF RENTON <D -a--" 0 - >-0 ::;; ,-. w Vl Vl Vl w er (!) 0 er a. f.lV ~ COMMUNITY AND ECONOMIC DEVELOPMENT C: C: 0 n: CONCEPTUAL GRADING, STORM DRAINAGE AND UTILITY PLAN VALLEY MEDICAL CENTER i-.:::DE::::S:::IGNc,:E:::.D~==JSSEP==--l, .D::::ATE:..:.._..=cOC:C8/cc2"'4/cc2=0=16~....i:.:FILE::::..:.:N:::O·-=====-I DRAWN JEP ,-.. CHECKED AS SCALE FJELD BOOK PAGE_ SHEET C3 OF 3 APPROVED DIRECTOR OF PUBLIC WORKS I- I- I- I- I (/) (/) I a.. a.. a.. ii u N en ~ ci z 1l , w ~ < u "' ~ 0 ~ Q. t X "' Q'. 0 >-:,; -i,; E ~ 0 0 "' " u .ci 0 E I :,; (.'.) I N cr, 0 <Xl -:: X w co 0 "' / 8j CT> OC C X ·~ "' .s en C "' / N cr, 0 <Xl / "' 0 0 0 <Xl / o: .hl c;: C\I ~ 00 ,.... 0 z m 0 "") w (j a:i --' --' ~ N iv 0 u CJ) CT' ~ t> "' C) I N m 0 0) / O"> C ·c ID ID C ·5, C ID / N a, 0 0) --;;; 0 0 0 co • • • • • • • • • • • • t5 I== y 1"=30' CATCH BASIN TABLE CB #1, TYPE 1, W/STANDARD GRATE RIM = 88.71 IE=85.37 (12" W) CB #2, TYPE 1, W/STANDARD GRATE RIM = 97.30 IE=94.30 ( 12" W) CB #3, TYPE 1, W/STANDARD GRATE RIM = 89.04 IE=86.04 ( 12" E) IE=86.04 ( 12" NW) CB #4, TYPE 2-48", W/ SOLID LID RIM = 90.04 IE=77.22 (12" E) IE=77.22 (12" N) IE=77.22 (12" W) CB #5, TYPE 2, 48" W/ SOLID LID RIM = 90.17 IE=77.18 (12" E) IE=77.18 (12" S) CB #6, TYPE 2, 48" W/ SOLID LIO RIM = 89.70 IE=76.71 (12" N) IE=87.0D (6" E) IE=76.71 (12" W) CB #7, TYPE 2, 48" W/ SOLID LID RIM = 81.55 IE= 76.37 ( 12" E) IE=76.37 (12" SW) CB #8, EX. CB TO BE REMOVED AND REPLACED WITH. NEW TYPE 2, 54" RIM= 81.19 IE=76.24 (12" NE) IE=78.76 (12" E) IE= 76.24 ( 12" N) IE=76.24 (15" W) CB #9, TYPE 1, W/STANDARD GRATE RIM = 79.47 IE= 77.37 ( 12" S) MODULAR WETLAND, RIM = 89.41 IE=77.80 (12" N) IE=77.30 (12" W) SDMH #3, TYPE 2-54" RIM = 94.84 IE=86.31 (30" S) IE=86.31 (30" W) SDMH #4, TYPE 2-54" RIM = 84.49 IE=73.74 (30" E) IE=73.74 (30" W) SDMH #5, TYPE 2-72" RIM = 79.58 IE=69.14 (30" E) IE=69.14 (30" SE) IE=69.14 (30" NW) IE=69.14 (12" SW) I / LINE OF STANDARD BUFFER LANDSCAPE AREA BY WATERSHED COMPANY EXISTING PARKING GARAGE BSBL) 4" SCH. 40 PERF. PVC FOOTING DRAIN 4" SCH. 40- PERF. PVC FOOTING DRAIN 6" PVC· FOOTING DRAIN DISCHARGE GRADING AND UTILITY PLAN -_:_if(/~::~:-:~ uw MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION f--+ ' -. Ir-, -~·1 -,----ii 4" SCH. 40 PERF. PVC FOOTING DRAIN 0 P'AAl<INCL--1 ~- GARAGE I ! I I I 9 ]1 NEW TR~NCH DRAIN RIM=79.:37 EXIS11NG BUILDING BCE 1------f-------------------+-----i-----,-----, DESZffl' DRAWN ZTW ADDENDUM #2 ZTW 11/04/16 AS ceec,m l---"""'----e--C-~..::....:-"-"'---------------+----·f--~--,1-----1 AS DATE NO. APPR REVISION BY APPROVED: AS ONE INCH AT FULL SCALE IF NOT ON£ h\CI-I SCALE ~.CCORDlrlGLY VERTICAL: NAVO 1988 HQRllO!.TAL: NAG t\J83/l991 \ \ \ CITY OF RENTON· Planning/Building/Public Works 'Dept. I /1 •••••• • • • • 11/28/2016 Vl .w t., u z--i',; zw ~ Vl a. ;i C, ,_ zZ :'.S ~ z ·O t., "' z--> "' z w u.J u.J z " -t., t.:>z z-w >-u.J ...J > -"' :::: ::, u Vl "l 17'-10" 20'-10" 21'-4" G) NORTH ELEVATION 1 ~~---1116" C 1',0" 0 SOUTH ELEVATION 2 ,-------- 1116" C 1'·0" ,. !\ 20' -2" 20' -2" 21' -4" - l I I / ( 2 20'-10" (~2 !-\ A3.10 •, 17'-10" 1 Roof ·----1-----141'-4" ., 'J/f -;~cc-,:::-· --~ &, ' w~ ' . . ____ Le_vel 9 •\ 130' -1 O" \ .. JI' Level 7 ~\ . . .. 109'-1 O" ~JI' • _L ---.. ·--··-• .. ' Level 6 •, ' -.. -· 99' -4" \ .. JI' 1 · · ··· Level 5 •.· ·, --.. 88'-1Q"\JI' · . ___ Le_vel4 •\. 78' -4 i,\-:-.JI' 0 it" ;.,,t-,-, Le_vel 3 -~ 67' -1 O" , Roof If\ 141'-4" \.II' Level 9 •·\ 130' -1 O" Cl' Level 8 "\ 120' -4" \.JI' Level 7 If\ 109' -10" \JI' _L()vel 4 ~\ 78' -4" ...... 223 YALE AVENUE NORTH SEATILE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARGHAUSEN 18215 72ND AVES KENT, WA 98032 STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MECHANICAL AND PLUMBING: MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 ELECTRICAL ENGINEER: WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMEN1·s ,· -. ·, ' " ., ~-,:;'.!'\-i"}'.fi\\\.1 .' • · .. '~ <.-''" •,~> C ('./'~'..::-:J MARK DATE DESCRIPTION -----~·- +-----+-------- ----------· l---f----1-------··-- 0-----+----, ---· . ------------···- ··---f.-----+---~-· -----· ---->----1-------------- 1------+--~-----·----··· PROJ. NO.: COPYRIGHT © 2016 • NBBJ 101760.00 SCALE: 1/16" = 1'-0" DATE 10/12/16 SHEET TITLE ELEVATIONS - NORTH AND SOUTH SHEET NUMBER A3.01 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" ii .. , ,---\ (~--\ (~1 ...----"' (;·, (~) (E) l I , __ ) 21' -4" \"-J 18' -O" _j 18' -O" 18' -O" 19' -2" 19' -4" 21' -4" 0)f--:.~-c1'-~-.. T_E_L_E_V_A_T_IO_N ________ _ -- ~ ~ - -~ -- L /-,\ I B i '·rj ' \1 A3.15 I I I 1-~-I I F - {,:f~ I [1rI:·;%it1W·~111, i I ; , I : ' L_ . I , I I ; . ·:. -. .: ; : ...... ;' I ;, ,·,:,,;; :;:r-, ,, I '·' . ! ,; ,: I, ,, ' :1 l i/ ' -; :: ' I •; :: •• etf'> I I :'.;'.;; (:::1 : ·.··-:, :-:: . ' ' ' ' - [s:j EAST ELEVATION -BELOW I I I I I I I I I I [ PARTITION, 4 ~LACES I 1 L CONCRETE SLAB, TYP I I t_b_O_RIZ~ ~L II C+Jl'[rSJI I ! I n 11 'w I --[J __ I ~!~~ ~JAL ' ' ''2 PtEf\l~lvrl ' I ' ·k \ I I ' I ! I ~--~-- I ------., __ ~ \_i-t ' ' ' I ----EXHAUST DUCT, TYP I ---,. ___ j_ ' I I 1 ·----PLENUM WALL GRILLE, TYP L I I I ---~ I PLENUM FLOOR GRILLE, TYP ' I! (~- ' 3 ' I \\ A3.15 1 21' -4" 21' -4" I \ A3.15 I I I ''·--.,~-·- I ; I I I I I I I I I I I I .. 21' -4" I I I I I D I I I I I ' I I 21' -4" r.\ . M) \.. --- I I [ . 1]HOR1z1~n AL PtE~i;JM " I I I 21' -4" ----- D ] i I 21' -6" I I 21' -6" (~) J-~ l ~3~;> I \f __ I -1~~-~~~~-I' II ~: ' ' J} : 1. 11 I C:-=l I I I :·\ .--:1 I '' ' I . ·-·-. I I I I I I I r I ro ' st Roof •·\ ---'k-~141' -4" C• 1o ' b ~ Level 9 •·\ ---'k-~1~30' -1 O" \.J 1o ' Level 8 •\ ---120' -4" \ .• 1o ' Level 6 •\ 99'~\J Level 5 •, 88' -1 O" ·1.• ____ Lev~A.\ _ 88' -1 O" \ .. 1o ' b ~ _Level±__• __ ·\ 78' -4" "·· 1o ' b _ ~ _Lewel 3__A \ 67' -10" \ .• 0f--~-.~-;'-D_E _________________________________________ _ (~'1 (~') ,T_J . I/ I I ___ 1_ _ _ _J ___ _J_ I I "' ·-----~-~ ' 1o ' 0 ~ 0)-'!:f-=:-,~-T_E_LE_V_A_T_IO_N _____ _ c; Roof ~\ Mf-4" ~• Level 6 ~\ -~------ 991 -4" "- .... Le_\/eLQ._• \ 88' -10" <• __l,e_\/el 4-•, 78' -411 \.:. 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARGHAUSEN 18215 72ND AVES KENT, WA 98032 STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MECHANICAL AND PLUMBING: MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 ELECTRICAL ENGINEER: WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION -----·---·---- ------~ -------f------- ' --f----+---· --- ---f---- PROJ. NO.: COPYRIGHT © 2016 -NBBJ --------------• 101760.00 -~------• SCALE: 1/16" = 1'-0" ------' ------· -~-· DATE: 10/12/16 SHEET TITLE ELEVATIONS - EAST AND WEST SHEET NUMBER A3.02 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 1 Lj 3 4 5 ' G C E D EXISTING BUILDING TALBOT MOB HC :; VAN I :·He·:·-·. ·':_:VAN'·- ' ,,-- ,, _·;· -:,:,: •.- ~--LINE OF NEW CURB HC I ' , HC" C ON ! 20' -O" -,!!'---------+ 1 FIR; ~NE i \ -~ I i;; 13 I I. SlTECAST CONCRETE '1 STAIR WITH STAINLESS STEEL RAIUNGS I s MATERIALS LEGEND UNLESS NOTED OTHERWJSE rT=ITl=I l1.l£:cJJ ~ m!ml - - CJ CJ CJ PLANTED AREA GRAVEL OR CRUSHED ROCK EARTH WOOD SLATS RIGID INSULATION CONCRETE COLOR -DARK CONCRETE COLOR -MEDIUM CONCRETE COLOR -LIGHT CONCRETE COLOR-NATURAL FUTURE GARAGE HC . ·-,: VAN;-__ _.: ·--._ --" - PEDESTRIAN BRIDGE ABOVE -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---:_ 1 \ ---~----------------------------, \ EXISTING HOSPITAL I \ \ ------.0 ::::-::::-::::-::::--::::-:::: )~ BOLLARD LIGHT \ \ I \ I \ \ _J, ___ 20_:__:_o"_\_),. / FIRE LANE\\ I -'\ e\ :\ \ -\ \ CONCRETE SCORE , \LINES AT SIDEWALK-. ' I \ '\ \ \ \ _-_-_-_-_-_ ~) _-_-_-_--_-_ 0 -_-_-_-__ -_-_ 0 ~-::::-::::-=:-::::-0 . ______ f-b- -----·0 -_-_-_-__ -_-0 _-_-_-_--_-_ 0' -_-__ -_-__ -_-0 _-_-_-_--_-_ 0 -------0 ---- \_ _ _-_-_-_ 80 -==--~'------· ,(l' ----,) ----0 ----' --· -0 -_-__ -_-0 ::::-::::--::::-:::: ~ ---0 ----0 -_-_._-_-I? _-_--_-__: 0 ' -_-__ -_-0 ----,_ _-_-_-_ o' ---' -0 I DN 23' -O" STEPS LIGHTS ARCHITECTURAL GATE AND \ SCREEN WALL \ I \ I \\ \' \ \\ \ ~--UTILITY TERMINAL CABINET \ >---10'-0" TRANSFORMER CLEARANCE \ ' -UTILITY TRANSFORMER EMERGENCY TRANSFORMER \ \\ \ \ I \ NEW MEDICAL OFFICE BUILDING PLANTED AREA --l~ - -_-0 / / / / ', ARCHITECTURAL 111 1 CONCRETE SITE WALL ---1------IV \ WOOD BENCH SEAT ' IV 10N ARCHITECTURAL CONCRETE SITE WALL \ \ BOLLARD LIGHT I \ SERVICE 1 /II ACCESS PATH _-_ 0 -_-0 - -_-lo --0 -0 -D -_-0 --. ---R -"' _-_-0 ~ d •,) - 0 b oP -l\c------~------~----;: +-'-'--~ -----------------------------C<"J--,- ' +97'-3" +97'-3" i:J0"c;Jef--::::--::::-:::: -::::-::::--:::: -::::--::::-::::--::::-::::--::::-::::-::::-· I-_ -_----_ 7 --------------i----- ARCHITECTURAL .\ CONCRETE SITE WALL X '8 -. D 0 0 \\) -co - 0 _-__ -_-_-_-__ -_-_-_-__ -_-__ -_--_ I-_-_-_-__ I \ -------------------------'---------------------------------'·---------- -----------------------; ------ -------.-----------------. ---------- ---------; ---------- SERVICE \ \ I ACCESS PATH \ \ I )c--EDGE OF BUILDING BELOW \ ' )t '\ ~~~ ,_ -Y~" \.-~"v \ I _........l ARCHITECTURAL \ CONCRETE SITE WALL\ \ \, \ -=--::-=--=-=--::-::--=--::-::--=-=--=-='-::-::--::-=--::--_--=-=-=-=-=-=-=-=-=-=-I I =-::-=-::-=-::-::-=-::-=-::-=-=-=. ---------=-=-~~:=~~-,,;;~== "-45'_:_f"'___ I -' F/~-,,.~ ' --------r- ".... "0" ......._____ I ~~::=::=::=:~"~~ID:"::='---~---~ I 151' -7' ~------' -=~=;~2[~;~:~;~:=~~~=~=:=~=::=;=~::;~~;~:~;~:=:==~=:=S~~~~=~~=~=~~ / ---/ I \ PICK Up~ ___ \:-____________________ -----------------,~wooDBENCHSEAT / '\ -\_ --------':s;_----------------------------------------------------ON ARCHITECTURAL \ -t,.s =~;:~c=--::-~~:=;~:~~-~=~:~~-===~------------__ J ~ ENTRY/ DROP-OFF / / \ I \ • !( ., ,1 • I --1 -- I I / ,, . , -------- ' -~ --------- '--PLANTED AREA q b b N ENTRY CANOPY ABOVE ---""'\_----------------------__ ---__ ---------coNCRETE SITE WALL ~-----\ -----=~-_-;_-,-=~~-~--=---=--=--• ~=_-:::--::__ -----PLANTEDAREA /; 7---. ~ -~-~ ~BOLLARD(NOLIGHT) -n [' BOLLARD LIGHT \_WOOD BENCH SEAT ; , / ::j CONCRETE SCORE ;i:J \ N ON ARCHITECTURAL / f' w LINESATSIOCWALK rn j ~ CONCRETESITEWALL 4) 0:: r . ' 'c/- U:: BOLLARD LIGHT ~ I q ,,/ a:- ----~EW PAR~NG STALLS~---------------=-~ -"' i -----~ ---------= --:::-..::..... ----·------""'< ·--. \- ' -------· - I ! --- • ARCHITECTURAL SITE PLAN 1 1116" C 1'-0" D \ \ B ' EXISTING BUILDING VPCN MOB A A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL/ MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: FFMAN GINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 HEALTHCAR UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION DRAWN BY: PROJ. ARCH.: TD AD PROJ. NO.: 101704.00 DATE: 12/05/16 DWG . ARCHITECTURAL SITE PLAN DWG. A0.01 DWGS PREPARED ON AN ORIG!NAL SHEET SIZE OF 30" X 42" 2 5 ' Ii 'Y ' ' ' ' ' ' \ ' ' . '; . ·:: ' / ' ,i .:.:: \· ___ ,-, 1 · :j ' ·"· Cm •. , ....... ,.~.:-~· .1 0 --co LINE OF BUFFER AVERAGING --~ OF STANDARD BUFFER -- --.::i;;,,""/-·:··;:) ELEV= 106' -8 3/8"+ -, (VERIFY) z., .. , .... ' ,, ELEV= 119' -4" -·~-- I I I I 1: --' I , I I I 0 I "'. ' 0 ', "' I I ~ 0 l, I 0 ;_I ~ O' PANTHER CREEK, BOTH BANKS, TYPE F 115' -0" STANDARD BUFFER 15' ' \ " .. , ' ·'·' ' ~ '•,, ·\ · ... ····-. ·, ', ' ' >, 0 -. --··---cc_-:.BUFFER REDUCTION THROUGH .. E.NHANCEMENT _(1948 SF(•'. 30' ' ' 60' I I J / / I 120' / / / /· / SCALE: 1" = 30'-0" A DEC CHY,) PLANI\J/i\ EB 223 YALE AVENUE NORTH SEATILE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARGHAUSEN 18215 72ND AVES KENT, WA 98032 STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATILE, WA 98104 MECHANICAL AND PLUMBING: MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 ELECTRICAL ENGINEER: WOOD HARBINGER 3009112 AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE :-:gvF,:EXPANSION "' .. .,.,. 2 2016 ,,. ; ~-: l\J·1·· .... l.\ I ~ "-• t.} l'•, ;. UlV!$iON CONSTRUCTION DOCUMENTS MARK DATE PROJ. NO.: COPYRIGHT ©2016-NBBJ DATE: SHEET TITLE DESCRIPTION 101760.00 SCALE: 1 11 = 301-0 11 10/12/16 SITE PLAN SHEET NUMBER A0.01 DWGS PREPARED ON AN ORIGINAL $HEET SIZE OF 24" X 36" ,, I r ,,<·. 0 """"-~,,>,c...,<",e<,·•0,'"'0'1•''• •• '',""'"·''''" en , CD < CD • I I I • , ) .. / uJ l r ~ I I I I I I I ) I l ----- I '-) -L =1r ,. . . •. 1-, t,.--· .. ' .. I I I , -I i J :,~ ' -- ---.. ~ ·~-,;; - .. t ,. ' ·1 ' 'J ,. ' ""' ,_,_ .. - ' ' . ·j' I . / / ' ./ /_ I ; ,,_/ ! ,,_,, l ___ ,· ,/ --~,,.. / ,,.,,. _ _.,,, / ,---.. ./- / .-· - / " /· , ' I : , ' ; I : i '. i r ! ' , i i' ! { A ; 'I ' t ' ' . ' i ' ' I ( .! \ ' j \ j \ ' i \ ' ' \ i_ t !' ' ' , I ! ' / i I f I/ j I r . i l ,"/ . ' I I i I / f ; . ' ' ' , ' . , ' i· ! // ,{ ' /! l . I :' / f • ' i j / l f / / / / If : ' \ ' FILENAME: ! 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JOB NO. 18' 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425 )251 -6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ' ;;() 0 xxxx --"'- ---~- I '/'\ ~ _, ,' --J --...... -l/ ' I \ '"5\-\._~ - I ) UW MEDICINE -VALLEY MEDICAL CENTER I il! j / i I ~ '.p'l§? ~ I I i / / I I / '--~hjf II// 2 ·'I I: 1ir--7- Jr ,1 I ,, j /! I 1,' Ii ' ii I ' I ' ' I' ' ' I I, 'l ,, // -.........-! ! -,,,/fl' I I I 1/ If 11 I I I I I I I 11 11 I 11 i I I I I I I I i i 'I I I I 'I [ I 1 I '' '' ' I , 1 I I I '' 'I ; I I ii , I <l 11 ii I I I 11 ii -"0:)i!ll 11 11 1111 • I · ' ------------ FILECODE .... • n ~ ~ ~~ ~~ r ~ )> ~ z A 1 0 ~~ en ~ t:-t () ~~ )> ~ ttJ ~-u ;~ m a t=a m ~~ >< ~~ :c !r) CD ~~ -I ~ t'-« ~ ~ ~ ~ (cl 3: 0 lO 0 I o_ VJ [D I VJ ? (cl 3: 9- G z 5= w > O'.'. ::::J VJ / LO 0 0 CD 0 N / CD 0 N / 0 I") ;?, ::::J st 0 N '--st N LUA-1 6-000938 BSP LND-35-0019 1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN LUA-93-108 BSP, LND-35-0007, VOL 166, PGS 89-93 SE 1 /4 & SW 1 /4 OF THE SE 1 /4 OF SECTION 30, AND NE 1 /4 & NW 1 /4 OF THE NE 1 /4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ~ ~ ,_S_W_2_9_1H ST ' FREE CONSENT STATEMENT AND DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY. IN WITNESS WHEREOF WE HAVIE SET OUR HANDS AND SEALS. BY BY KING COUNTY DEPARTMENT Of ASSESSMENTS EXAMINED AND APPROVIED THIS __ DAY OF-----, 20_ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER---------"---- CITY OF RENTON, KING COUNTY, WASHINGTON INSTRUMENTA 110N: THIS SURVIEY WAS PERFORMED BY FIELD TRA VIERSE USING A LEICA TCR 1103 TOTAL STATION AND LEICA 1203 TOTAL STATION. PRECISION: THIS SURVIEY MEETS OR EXCEEDS PRECISION AS DEFINED BY WASHINGTON STATE STANDARDS AS SHOWN UNDER WAC-332-130-090. PURPOSE: THIS SURVEY AMENDS VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED UNDER RECORDING NUMBER 9311240441, RECORDS OF KING COUNTY, WASHINGTON. THE PURPOSE OF THIS SURVIEY IS TO SHOW THE UPDATED SITE IMPROVIEMENTS AND ANY KNOWN FUTURE IMPROVIEMENTS AS OF THE DATE OF THIS SURVIEY. EXISTING y SW 3911-1 ST SW 41ST ST I ::> ~ 0 z ::i SW 3411-1 ST ~ VICINITY LOT AREA TABLE PROPOSED S 38TH ST MAP NO SCALE ftNANCE PIYJSlON CER]flCAJE AREA (SQ. FT.) AREA (ACRES) AREA (SQ. FT.) AREA (ACRES) I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL TH IS _ DAY OF , 20_. MANAGER, FINANCE DIVISION APPROVAL NOTE CITY OF RENTON DEPUTY EXAMINED AND APPROVIED PER RMC 4-7-230, THIS __ DAY OF __ __;__, 201_. DIRECTOR OF COMMUNITY & ECONOMIC DEVIELOPMENT, CITY OF RENTON TOTAL BSP SITE 1,383,311 LOT 1 386,804 LOT 2 18,572 LOT 3 13,638 LOT 4 7,298 LOT 5 25,831 LOT 6 142,656 LOT 7 27,376 LOT 8 37,642 rnrg· 25,024 LOT 10 590,843 TRACT A 64,318 PARCEL B 43,306 COVENANT NOTE: 31.7564 TOTAL BSP SITE 1,383,311 31.7564 B.8798 LOT 1 463,403 10.6383 0.4264 LOT 3 22,633 0.5196 0.3131 TO BE REMOVIED ---- 0.1676 LOT 4 55,667 1.2779 0.5930 TO BE REMOVIED ---- 3.2749 LOT 8 192,300 4.4146 0.6285 LOT 7 27,376 0.6285 0.8641 LOT 6 37,642 0.8641 0.5745 LOT 5 25,024 0.5745 13.5639 LOT 2 459,064 10.5387 1.4765 TRACT A 64,318 1.4765 0.9942 LOT 9 35,884 0.8238 ANY PREVIOUS COVIENANTS SET FORTH BY VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED UNDER RECORDING NUMBER 9311240441, RECORDS OF KING COUNTY, WASHINGTON, ARE TO RUN WITH THE LAND. Aa<NOWI.EDGEMENT STATE OF WASHINGTON ) ) S.S. COUNTY OF KING ON THIS DAY OF 2016, BEFORE THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME KNOWN TO BE THE DULY AUTHORIZED REPRESENT A TIVIE OF VALLEY MEDICAL CENTER, PUBLIC HOSPITAL DISTRICT NO. 1 AND WHO EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID ORGANIZATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL THERETO AFFIXED THE DAY AND YEAR FIRST ABOVIE WRITTEN. SIGNATURE OF NOTARY PUBLIC DATE PRINTED NAME MY APPOINTMENT EXPIRES HORIZONTAL DAlUM: NAD 1983/91 -AS PROVIDED BY CITY OF RENTON SURVIEY CONTROL NETWORK, CITY OF RENTON COORDINATE SYSTEM. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS: . 1227 LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR MONUMENT SOUTH 24• EAST 11.4 FEET. MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE NORTHING: 163,155.0641 EASTING: 1,298/978.216 ~ 1229 H. LOCATION: FOUND 1 O" MONUMENT CASE AT THE INTERSECTIOI/ ')F SOUTHWEST 43RD STREET AND TALBOT ROAD SOL" APPROXIMATELY 10' NORTH OF ANOTHER MONUME ~\, CASE AT THE PC OF A CURVIE ON TALBOT ROAD SOUTH. MONUMENT: MONUMENT CASE NORTHING: 163,956.1484 EASTING: 1,299,050.266 RECEIVED JAN 2 4 2017 CITY OF REN TON PLA NNING DIVISION SITE ZONING: COMMERCIAL OFFICE 11TLE REPORT REFERENCE: THIS SURVIEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-815621-WA1, DATED SEPTEMBER 27, 2016. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREA TED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. LEGAL DESCRIP110N: PARCEL I: LOTS 1 THROUGH 10, TRACT A AND PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVIE, IN KING COUNTY, WASHINGTON; EXCEPT THE BUILDING AND IMPROVIEMENTS LOCATED ON SAID PARCEL B. PARCEL II: THE BUILDING AND IMPROVIEMENTS LOCATED ON THE FOLLOWING DESCRIBED PARCEL: PARCEL B OF VALLEY M.EDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93 INCLUSIVIE, IN KING COUNTY, WASHINGTON. ' COVER SHEET • Cl) 0 a: z 81 'St 00 lO 'St O C') ,-lO ,--_ z stOI'-I I I U) -C') LD C') (\J C') (\J CJ ~ cry m cry 1oo1o zw ooo N CON -..J ~·~ I-,-'lj, o> ~ I-0 u_ I c6 cc1~ I- (/) C oo <( 0 w-. IJ) w >-we 0~ >E <( UJ (0 a: a: o: SC':? 0 ,- -:J Zwt0 -_JC') I Cl) L ~ cli Ul 0 Ol 0 o~~ 0 CO :) z N CJ) P, CD ~ IUI z ::s a. w I- U) CJ z 0 z CD ~ ~ w 0::: :::> ti IF) LL 0 0 u. LL I- 0 LL >-0 a: < I-0 w 0 y IF) 0 I.LI z 0 0 :::> -m 0 U) ~ I.LI vi 0::: (.!) a: :::!E I.LI z w F I IF) (.) 0 :i: I-I- I-<( I a: 0 0 0::: .:a 0 0 0 0 I.LI w 0::: w 0 a: 0::: I-I.LI 0:: e <( t, 0 01 ~ I I.LI (/) ..J :::, Ci:: N ,c( en (0 0 I() 0 0 (0 ..- <( 0 ' N z ci w z _J <( CD u 0 (/) J ,. (/) ~ a:: C!) I- ~ ~ CD CD z 'Y. ~ :c Cl u a:: ~ 1-Z zwo wwl-u a:: C!) 1-Z _J (/) :c <(0(1) u a:: <( 01")~ ~ '<t :i >-(/)0 wol- _JOZ _J'<tW <( a:: > '<t IJ.. 0 ..- I-w w :c (/) (0 ..- ' N ' N ..- ~ <( Cl .. V> Cl 0::: 0 u w 0::: IJ.. 0 i-: Q_ :::, (/) 0::: w Cl <( z <( :::!!: '--r--.,__ ____________________________ __.. ___ ----:--_____________ _.;. _____ ---1. ____ __:__J I G ~ 0 CD 0 I D... (J) 0) I (J) X / G ~ 0 / G z 5= w > er: ::::J (J) / Lf) 0 0 <D 0 N / <D 0 N / D r<) (.) / ::::J <D 0 N "-<D "-0 ~ LUA-, 6-000938 BSP LND-35-0019 CURVE CURVE RADIUS C1 389.00' C2 289.00' C3 311.00' C4 47.50' C5 589.00' CB 589.00' C7 289.00' ca 25.00' C9 72.00' C10 72.00' -- TABLE DELTA 13'02'35" 8·10'5a" 4•54'24" 83'16'27" 4·11'17" 5•54•53" 11·53'50" 91·00·1 o" 15·07•20" 29·05'11" MONUMENT IN CASE ~8/2003 LENGTH 88.55' 41.27' 26.63' 69.04' 43.05' 71.08' 60.01' 39.71' 19.00' 36.57' --0---N07'50'01 "E - -222.45' g HUMAN RESOURCES DEVELOPMENT BUILDING I I I I I I I I I I I ;.; I") PROPOSED PARKING GARAGE I -,.._ I I I N07'50'01 •E 133.52' LOT LINE TO BE REMOVED io ... co ~ 31: • GO 0 ;., p O> 00 z w • ("oj ,!O (0. lO N . ~ 0, 0 Ol z l{) .!,J..I "1 • oO • 0 ("oj • l{) l{) • 0 00 ~ 00 C/l (LOT 6) NEW LOTS PARKING GARAGE 59.38' 215.14' ' -S00'56'53"W ""-'LOT LINE TO BE REMOVED ',,(, ',,_ I.;, N25'54'17"E 61.95' g f 00 0 ;.; p Ol 00 z (LOT 10) 1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN LUA-93-108 BSP, LND-35-0007, VOL 166, PGS 89-93 SE 1/4 & SW 1/4 OF THE SE 1/4 OF SECTION 30, AND NE 1/4 & NW 1/4 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MONUMENT IN CASE VISITED 08/2003 VALLEY PROF. CENTER NORTH BUILDING PROP. COR. R=1456.48' ll=13"40' 49" L=347.76' R•1426.48' lJ-13"40'49. (Lo'l' L=340.59' 2) TO BE SET AFTER RECORDING OF THIS DOCUMENT (TYP.) NEW LOT LINE NEW LOT 4 LINE L1 L2 L3 L4 L5 LB L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 LINE TABLE DIRECTION N89.03'08"W N00'53'38"E N89.03'08"W N89'03'08"W N01 '23'51 "E N56'06'41"W N21 '28'14 "E N21 '31'20"E Nsa·28'4o"w N31'36'29"W Nsa·28'4o"w N21 ·31 '20"E N20·03'16"W Nsa·2a·4o•w N21 ·31'2o"w Nsa·28'4o"w Nsa·29•59"w MONUMENT IN CASE DISTANCE 10.89' 122.40' 60.70' 80.69' 0.37' 41.80' 50.49' 8.60' 27.50' 113.40' 44.17' 104.67' 77.40' 66.30' 60.00' 5.50' 158.00' 111.00' VISITED 08/2003 LINE DIRECTION DISTANCE L19 N21 ·3o'01 "E 10.55' L20 Ns8·29'59•w 23.94' L21 N6Y08'15"E 47.50' L22 N20'08'12"W 47.50' L23 Ns8·29•59•w 15.94' L24 N21 '26' 48"E 6.19' L25 Nsa·33'12"w 131.00' L26 N21 '26' 48"E 37.00' L27 N68'33'12"W 79.00' L28 N67"53'44"W 51.79' L29 N21'27'38"E 158.17' L30 NB8·01 '05"W 121.10' L31 N21 ·41 '15"E 6.07' L32 Nsa·3s'12"w 121.91' L33 N21 '25' 59"E 6.18' L34 Ns8·33·1 s"w 208.30' L35 N21 ·30'01 "E 78.07' L36 N67'53'44"W 36.27' L37 N07.04'1 O"W 67.31' L38 N02'52'53"W 155.18' L39 No4·02'oo"E 82.60' L40 N 68'29'1 O"W 72.88' L41 N20·30'40"E 127.58' L42 N sa·29'1 O"W 128.59' CITY OF RENTON COORDINATE SYSTEM NORTHING: 164,147.41 EASTING: 1,299,099.050 VISITED 08/2003 R=800.00 ll=14i0'33" L=197.93' FOUND BRASS ROD IN CASE CITY OF RENTON CONTROL POINT NO. 1229 NORTHING: 163,956.15 EASTING: 1,299,050.25 • Cf) 0 a: z ill -: z Cl)- C) ~ zw -...I I-~·6 I o6 ocj~ oo w >- 0 ~ a:: a: ~ :J I Cf) C/)0 :J z en :5 IUI z ~ Cl. w r Cl) C) z 0 z en 0 0 ..- II = ..- w ...J <( 0 (/) ~ 0 ;;....: CD z ~ Cl tO ""' 0 LC) 0 0 l.J... tO ..-0 0 N N d z I-w m w 0 :r: --:, (/) en tO a::: '-I-N .......__ ;;....: N ..- m ~ w I-:r: <( 0 Cl LOT LINE TO BE -_ V~IJID 08/2003 + R=29.00 -----6=79"58'25• ---_ ..... _______ _._ ____ -I L=40.48' N05"08'Jn -a043 -;--J LOT2 (LOT 10) MAINTENANCE BUILDING L39 C6 L38 CO-GENERATION BUILDING N29'24'37"E 92.67' REMOVED <S,6, NEW NEWLOT2 LOT LINE -pP...~c1c.'-' \ (LOT 10) NEW LOT2 (LOT 10) 46' 58' R=19.00 A=90'0o'oo• FOUND 2" BRASS DISC IN CASE, DOWN 1.0' CITY OF RENTON I COORDINATE SYSTEM N88'06'04•W NORTHING: 163,974.43 54.00' EASTING: 1,298,666.96 R=14.00, VISITED 08/2003 t.'li=90'00'oo· L=21.99' N66'06'04•w 113.55' ~VARIABLE WIDTH ROW N66'04'11•w 131.73' LEGEND 100 I -- BASIS OF BEAR/NG 0 FOUND BRASS ROD IN CASE, DOWN 1.1' CITY OF RENTON CONTROL POINT NO. 1227 NORTHING: 163,155.06 EASTING: 1,298,978.22 VISITED 08/2003 0 50 100 • 1 : ( IN FEET ) 1 inch = 100 ft. NEW LOT 1 = NEW LOT NUMBER (TYP) (LOT 2) = OLD LOT NUMBER (TYP) LOT LAYOUT ('.) 3 0 <D 0 I 0.. U) (!] I U) :5 ('.) 3 0 / ('.) z >' w > O'.: ::> U) / I{) 0 0 <D 0 N / (0 0 N / 0 t') u / ::> (0 0 N "-._ ~ 0 LUA-16-000938 BSP LND-35-0019 PROPOSED PARKING GARAGE --- LOT LIN£ -- I I I I I I ~~--=11 I I I I TO 8£ REMOVED LOT LIN£ TO BE REMOVED MUL Tl-LEVEL PARKING GARAGE NEW LOT LIN£ ~LOT LINE TO BE REMOVED 1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN LUA-93-108 BSP, LND-35-0007, VOL 166, PGS 89-93 SE 1/4 & SW 1/4 OF THE SE 1/4 OF SECTION 30, AND NE 1/4 & NW 1/4 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON R=1456.48" !1=13'40' 49" PROPOSED MEDICAL OFFICE BUILDING (MOB) LOT LIN£ TO BE REMOVED (LOT 10) ---NEW LOT LIN£ 46' 46' 0 I R=800.00 !1=14·1 o· 33" L=197.93' ~VARIABLE WIDTH ROW 100 Ill 0 I --( IN FEET ) z ::i 0.. w I- (J) (j z 0 z CD 1 inch = 100 fl <.O 0 ~ 0 0 0 <.O 0 ..... ..... 0 II N = ..... w 0 z __J <( Ol () 0 (/) J :::!E (/) 0::: (.!) I- ;;..: ;;..: (D Ol z ~ :s: I 0 () <( :s: z 0 0::: I-wz 1--w z 0::: w Of-'.-'.' __Jw <Cw 0 0::: _I-oC/l w ~o 0::: >-t<") w"<t" __J -II <( I-> :::) 0 (/) 0 0 "<t" EXISTING PARKING & ROAD LAYOUT "<t" l.J.... 0 t<") I-w w I (/) <.O ..... '-~ N ..... 8 <( 0 ----------------~----------------------------------------------------------------------J ('.) 3: 0 (0 0 I 0... (f) (D I (f) X / ('.) 3: 7 ('.) z ;;::: w > 0::: ::::J ;'.], LO 0 0 <D 0 N / <D 0 N / 0 n > ::::J <D 0 N "'-<D "'- LUA-1 6-000938 BSP LND-35-0019 100 0 11 • 11 { IN FEET ) 1 inch = 100 fl. WATERLINE EASEMENT REC. NO. 8610311868 ABANDONED TANK EASEMENT REC. NO. 9003230403 PROPOSED PARKING GARAGE DRAINAGE EASEMENT REC. NO. 7908130547 I I I I I I I I I I -- -,._ I I I (LOT 6) NEW LOTS i ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN LUA-93-i 08 BSP, LND-35-0007, VOL 166, PGS 89-93 • Cl) 0 a: z t8 -:z cn-SE 1/4 & SW 1/4 OF THE SE 1/4 OF SECTION 30, AND NE 1/4 & NW 1/4 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. c, ~ CITY OF RENTON, KING COUNTY, WASHINGTON ADDITIONAL EASEMENTS: zw -__J I- ELECTRICAL EASEMENT REC. NO. 661145 ELECTRIC SYSTEM EASEMENT REC. NO. 8112110351 --ELECTRIC SYSTEM EASEMENT REC. NO. 8112110352 NEW LOT2 N79"03'2B•w 30.00' LL 1--0 lJJ 1-1..!J :::c I Cl::~ 1--oc I V) u I ;:c :::i I 1--, CCI " ::::i " Q. '-I 0 w • I- V) <( u 0 UJ 0 NEW LOT 4 (LOT 10) ELECTRICAL EASEMENT REC. NO. 661144 R=1456.48' ~13'40'49" L=347.76' . ·w 772,.30' N07'2.3 32 15' SEWER EASEMENT REC. NO. 8212090481 REC. NO. 1103039: ELECTRICAL EASEMENT, BLANKET IN NATURE REC. NO. 2794913: SLOPE EASEMENT, COULD NOT BE PLOTTED DUE TO LACK OF DIMENSIONS GIVEN REC. NO. 6533037: COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS, BEST COPY IS UNREADABLE REC. NO. 661144: ELECTRICAL EASEMENT, LEGIBLE COPY OF RECORD WAS UNAVAILABLE REC. NO. 661145: ELECTRICAL EASEMENT, LEGIBLE COPY OF RECORD WAS UNAVAILABLE REC. NO. 7601120549: ELECTRICAL EASEMENT, NOW LOCATED IN THE RIGHT OF WAY REC. NO. 7908200611: ACCESS EASEMENT, BLANKET IN NATURE REC. NO. 8201120257: MINERAL EASEMENT, BLANKET IN NATURE REC. NO. 8905191454: UTILITY EASEMENT, NOTHING PLOTTABLE IN THE DOCUMENT REC. NO. 8905191455: COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS, NOTHING PLOTTABLE IN DOCUMENT REC. NO. 9205140426: UTILITY, PARKING AND ACCESS EASEMENT, NOTHING PLOTTABLE IN THE DOCUMENT REC. NO. 2016091000747: AMENDMENT TO DECLARATION OF EASEMENTS AND UTILITY SERVICES AGREEMENT (INCLUDES STORM DRAINAGE EASEMENT, BLANKET IN NATURE) 15' ELECTRICAL EASEMENT REC. NO. 8804040492 R=19.00 li=90"00'00. L=29.85' 5' SLOPE EASEMENT REC. NO. 9302232323 ELECTRICAL EASEMENTS REC. NO. 8104160537 & 8804040492 R=800.00 ~14'10'33" L=197.93' R=29.00 /Jr= 79"58'25• L=40.48' r-1---ELECTRICAL EASEMENT REC. NO. 8804040492 o> I-0 I~ od~ oo w >- 0 ~ a: a: n :::, I Cl) cno :J z m ::i ~II z ~ a. w I- C/) CJ z 0 z m 46' COMMUNICATION LINE EASEMENT REC. NO. 8111160317 ELECTRICAL EASEMENT REC. NO. 8104160537 46' i=:' > 1--lJJ <( t1j lJ.J s "-" Cl:: 0 LL ;:::1--~o V) V) <( 1- Q ;:c ~ :::c ;: Ct::1--o~ l'lj C) w 0:: ':q-...... coe.u 0 "t-i :::i CXl V) , CCI p ~ ::::i ~I n. 12' SLOPE EASEMENT REC. NO. 9307121299 R=19.00 li=90"00'00· L•29.85' 0 //,.-1..,..--I I I I I I I I I I I I I I I \ \ L_ R•14.00' /Jr=90"00'00. L=21,99' NBB"OB'o4·w 113.55' PORTION OF REMAINING WATERLINE EASEMENT REC. NO. 8104130478 ~ STREET USE AGREEMENT _ _J REC. NO. 9301150938 ~VARIABLE WIDTH ROW N86"04'11•w 131.73' Cl 0 ..- II : ..- w _J <( u (/) ~ (!) ;;..: ro ~ Cl co 0 LO 0 0 co ..- 0 N () z CD 0 -;) (/) a::: f- ;;..: CD ~ I u z 0 Q:'. f-w z 1-w z Q:'. w oi=,.: _Jw <(w og: O(/) w ~Cl Q:'. >-I") W""° _J _JI <(I-> :::) 0 (/) 0 0 """ EASEMENTS """ LL. 0 """ f-w w I (/) co ..-......._ N ......._ N w f- <( Cl o ..._ _______________________________________________________________________________________________________ --J ,··,~··~··