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ARCH.: BT AD PROJ. NO.: 101704.00 2 3 4 G 0---------------113 DATE: 12/05/16 DWG. OVERALL ROOF PLAN DWG. A1.07 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 3 (A) v 'I ,, 18' -O" , / I, , C \.. ,, 30' -O" ,, 55'-103/8"' C 198'-0" 30' -O" 30' -O" 30' -O" 30' -O" 30' -O" f / , I I I 2 I \~~.11 l I I I I I I I I I I I I I I I I I J I --------,-------,---------.---,-------------T-------------,-------------,------------1-------------r---------------------- l I I I I I I I I I I I I I I I I l I I I I I I I I I ,------------------, I I I I I i "D ---a T-F --(--j8 I ==f= II ~---------II 1-( A-6 ) '. :: r ,_ r~~,1 ~ ~:6 ) i M~TAL SHIP __I ! I ' MECH', ~ LADDER a I ·ovERRUN I 11 ' I BUILDING V I \11 MAINTENANCE STORAGE R26 PX-00<!1 ' .. ~· :: ~~~ri ~ 7 + = . l 1. ~ l ~ ~ fi . •f-+-, 1 STORAGE [P&6o31 f\"T7I ' I i A305 L. I 1Px-001 1 -~~V1..j' I <0~~!26C'>-+IIH=11'''e--+--ll I I , ~ I < R26 )-OVERRUN I I ~~I 1§1 DI lV 1ooqooo1 3 IDl 0 DD~odoooq1""lt-JD0b )Y ):DD 1 11 D i~ . ~ . 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I WALL \~ I SUPPORT \~ ':, a ii __ :_ ___________ /_,~ ,----TY-P-IC._AL----+\--t----------------t=) ' " GALVANIZED \ I I I D 1 100001 lV 100~101 lf..L+---J1oooqffiooooooo2i~b-0001r--+,=:J-JD!oo1 "'11 D t a a D a \1 a a I a a t a 2 0 MECH SCREENED ~ 0 0 EQUIPMENT I I I i I I I I -----+-----------:------1------------- I 1 -----------------r------r : I : I Tl MECHANICAL EQUIPMENT AHU I : I : L-----------------1 ______ __J I a I L'I --------_i_____-s------tl-------1 ____ .., --------------•---.-----~,------a-----------1------------•-----1----------------------------e-----i _J__ ~0===;;11~;;=111~;;;,.__:'111:::=::=:'=11:_, 1~:__./~~ L~~;;:=I. 1_=~=;;1::rr=111 ==;;:11::=::_~=;::;=11 ===r1r== 1~11 ==;;11=;;==9r11";==rr===;::;==¥=i1~ 1~=;::;=11::."':11r===ir 111::~11=fi"111 =A=v:::1=;1n==1'9r=91r== 1i'F11 9 11;==;;== 11=;;11~:~,~=;;=11==;1'*1 =ir11 ===r1r== 1°F 11=;;11=;;====11~11'=rr==11'i'r'l91r== 1i'F11 ==r11r==ir 111 ==;;11==ii:=11 =/:;;;I ~i:::: ~*_J=r#".?I = = = = = 0 0 i i S I i i Di I ROOF H ! 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Tl COMMON SPACE CIRCULATION FLOOR AREA ADD ALTERNATE EPOXY TERRAZZO B b ' 0 M b ' g b ' A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: ,eyttAt, UJ'1'i/;, BARGHAUSEN \.~J ~i CONSUL TING E:NGIN1;~1 lt{C, '·'>;,,,/ 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 EA HC EALTY UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN DEVELOPMENT ISSUE MARK DRAWN BY: PROJ. NO.: Issue Date DATE ' BT DESCRIPTION PROJ. ARCH.· AD 101704.00 2 3 4 0-------------llb DATE: 12/05/16 DWG. FLOORPLAN- PENTHOUSE DEC 1 2 1C · i DWG. A1.06 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 ·, 5 ' G ---------· ·-~- F E fl C w 1~ 18; -O" G 198' -O" E) (F) 30' -O" 30' -O" I, 30' -O" ' ' 30' -O" 30' -O" 30' -O" 1-I, I, 7 ' , ' ' I I I I ... I I 0 / ' 1 "' 2 I '-A3.11' I I I I ~ I I I I '\1 I I I I I I I ----------e---1-1-----1---11--1---e--1---~ --I---1--l-~-ll -_L -_L._ -_L__ _L...__ --f----f---------1---1----1---1---1---I ------1---1---1---1--------1---1---1-------'-----~ l_L __ ~ --1----------- " I " 1 ' I I I I I I ,=- 1 I I I I I I I I I I =I I :--------i---- 1\!rll I """'1 I ~~ --:Jr ~ ~1'-8" '. :: ~ k!vJ :, :IL( J6 , I .;j,;. . / I \ •. 1 i ELEV LOBBY ~l5x-co11 -\I,{ ~ .E_Ll; 2__ i I ( 026 \ /1\ (R26),c= ~~1'9' DN STAIR 1 l5x-so1 I PIPINGCS~H~A~FT~'-~-~-~~--~~~~~~~~~R~2•~'~ < R2B ; .--~---. \ 141·_9 .. -~==;r::::;;::::~ 161\~ o,, I L SLAB DEPRESSION f H6 T FOR FLOOR FINISH ' H6 1 I H6 .. < R26 r- H~~~ __j H6 ) I , I J L SERV ELEV R26 ' r I I ,, . -• -. --;~ I I I I I ! -• - I I I I I I I I I I I I I I I I • I I I I I I --( 026 ) I I I I I I I I I I I I I I I I I I I I < I H6 I ( H6 I I ----( 026 ; -::~ ------,..-------------,------------,..---------~ I I l : ::,: I I I i ( J6 l I I I I I MENS TOILET )-1-'-I 5x-0021 l~i A-6 > I ~ (~A_E, ===:=c~ 0 ( A-6 ( A-6 )- I I MECH SHAFT -~·-~ -__ _, R26 I ( W6 ;,- ALCbVl(iO SX-003 • I I I (<rom"~::-1-1~,==i I I I ( R26 ) "'"'I -i I -I I ( R26 \-.--.--/ --...._ '"" (R26r,-'· \ / / I l-<~!~R~26~\ ( R26 \_ ME~H S~AFT I I I 1, I \ I \ I \ ( A16P )- ( A-6 )- I A 16P \ -,r--cAcc16""P ~ ELEC I 5X-005 I / .(~A.~6 -,\_ Ai BP ) / 5X-005 I I I~'=;, I I I \ / I I < R2e r ME~~ sH:~r u: ,v6 )- 1 --,.\ \r.W""6~)- I I I \ / I \ A-6 \_ /Q-I / \ l .. ~"J~ -V I ! ! ; ; I '' WOMENS 0 \ A-6 > TOILET R26 > STAIR2 l5X-S02I 8 '""" -------f-----1-------_...._ -----1---1---1--- 1 ~ A3.01 I '-....../ ~ -I I 1 ' I ---------f-------f -------I .R2B.... \T __ _ ,.,,.... 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A1.05 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 4 i) ,_,_ """''"'' ''"•,!.,,.J.,,., dca•.>,->s,,_,,.,,,,'•'>.>.,••,,'r• ,,'"•''·' ,,>,,,, .," •,I•·'-'· c1•' 3 4 F \ A1 ·18' -O" 0 I, • I 30' -O" Ii.. ( 1 \.. \ A311/ , 0 198' -O" I, 30' -O" 30' -O" , 0 2 I I I C E 30' -O" 30' -O" ' • I b I G j 30' -O" H I, I 8 0 6 s --------~ ---1-------------1--------1---I--. -~--1-----:.... -I----1---I----1----I--1-I_U_L -1---------1----;'...---1----I---1----1----I---!... _1_1..--_1-.. -1----1---r---1----:-1-----I---1----..:.-1-1---l--~ --~R!_DGE RQOtl -->---~ - - ____ 1~31~_ "' I I " ,.---- I I I CONTINUOUS r-+-~ HORIZONTAL L1FEL 11NE \ fLONG BASE OF WALL ---~-1--l-1--I \ ' SHEET METAL ROOFIN 1G R-31 MINI [coLb FLG10 A~Puko _ u !WATERPROOFING .OVER METAL :GUTJER I " -. \ \ " -. " -~ ' -. -. -. " -. " -.. .--, ,--, -~ ' -. ' SHEET METAL ROOFING R-18 Ml~ \ I I I I COLD FLUID APPLIED ~ WATERPROOFING OVER METAL GU]'ERj --. -. --.. ' -, .. . . .....i -----:J"6 I I I I -$7'-2" i~ Je > i J~27'-3' r + I I I • • . ,-----------5-------- 0 • • . .. ... I I I I I I I I I I I I -1-"*-- /]\ I I ELEV LO~BY .14X-C01 I , R26 -_iliJ I ( ~" < R26 )-/ I \ I ,~/-) ~=I===-=· :::I ;}-~I ~~"L j '------l I"' -, I PIPING SHAFT-'°"" ---R26 \ 1 --( R25 Y ........ ~ I UP ON ' STAIR 1 l4X-S01 I ' 127'-3" < R26 l SLA~EP~;;;l~N -----i_ \H6 ""\ FOR FLOOR FINISH I I I I I i (~~ : \:7·~~' I I -(1 D26 ' I I I I 6 '-J ( 6 ) / A-6 :-------4----I __ <CJ:H[6 ::>:n~5'E=::::=:::=:!::=:===s:sm 1 1 ----11""""0,"',-"'--, -----~ MENS TOILET . "8 ------.,..-------------+r-------------, -------f---;-. ' H6 \ ( jj6 <,--ccR2c.c6~,. •-t1~ _J;;al>;;;-aa<~I ~,,.j J l SERV ELEV I I ( R26 r I I I I I I I I __ _ !Jh~--~ec\_ll,L R26 \ MECH SHAFT ( R26 r --· R26 ( R26 ,.r / ' / MECH SHAFT _..,,. R26 I /' I / ' { A16P "- I / ', I / (r-A"'-6~;--1·" j 4X-002 j I I 1 : 4X-S02 < JS )- I ij \ A-6 ) 0 I I I i . UP I~ \ A-6 >( I I J I ON ( A-S )-I /( W6 J--. I I I I 026! 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I I 2 I I I 0 I I (1 ... \_A3.11 ~ b ' b ' 0 n b ' g b ' g b ' b ' b ' ;g - -0 CD FLOOR PLAN -LEVEL 4 1 1------------- 118" = 1'-0" ® F F D B P. n . . 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 I ELECTRICAL ENGINEERS: OFFMAN NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO (206) 624-3775 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 .. BT AD PROJ. NO.: 101704.00 OA1E: 12/05/16 DWG. FLOORPLAN- LEVEL4 DWG. A1.04 DEC 1 2 10 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 3 C_j 6 ' J Cl''· 2 3 4 ' ' , . 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(TALBOT) ' I I I ' ' ' I ! ___ _ ·----",r /855 1'i4. 3 2 "· " ' . ~-----_ __;. 8 ii ' V: _,, c:·c11) 78S::,1 28b.1? , .... ·r I ,----,----------- 1 ' I 1, i I -[-~l'. ;¥-r ~Ii I Ii I, I ' -, I '.] I I : 11 !i ' -' " L_ __________________ =_-: __ -: _____ ::-:c_ =---=--------:c-~~ I '- \ A3.11 ,, 1 F D C 30' -O" I F \ FLOOR PLAN -BASEMENT 118" = 1'-0" " A -(;) ' 0 ' --0 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 / ~LECTRICAL ENGINEERS: OFFMAN NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 HCA LTY • uw Medicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 100°/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION bRAWN BY: PROJ. ARCH.: BT AD PROJ. NO.: 101704.00 DATE: 12105/16 -FLOOR PLAN - •BASEMENT DWG. A1.00 DEC 1 2 2016 DWGS PREPARED ON AN ORIGINAL SHEET SJZE OF 30" X 42" 3 5 s F 3 6 F GENERAL SHEET NOTES A-1 01 ---PLAN NORTH \\ ~'----SHEET NUMBER SEQUENCE -SHEET TYPE DISCIPLINE EBEB SHEET NUMBER NORTH ARROW G? -+-:~ I "---/ O' 8' EXISTING GRID BUBBLES / VIEW TITLE ON SHEET {;'\ VIEW TITLE \.2)_ ___ us" C "! ____ SCALE ----... ____ _ 16' 32' 1 ~ ---------------NUMBER ON SHEET VIEW TITLE 64' GRAPHIC SCALE GRID BUBBLES SCALE: 1/16" = 1'-0" 1 REF ~ w, "' A101 1 1 R~F ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE NUMBER -------------------OR OPPOSITE HAND BUILDING SECTION T INDICATES SIMILAR BUILDING SECTION NUMBER ~ CONDITION S!M .,.,,,.--OH ~.,.__ SIM 1 A1°>(_ \:101 -----..._ SHEET ON WHICH SECTION IS DRAWN BUILDING SECTION 1 SHEET ON WHICH SECTION IS DRAWN WALL SECTION --~ DETAIL SECTION ~ DETAIL SECTION ( NUMBER 1 SIM -\ A101 (~/\SIM NUMBER ----/--+\-A-1-01~) I l ~::.:;,-~ SHEET ON WHICH ~---)"----._ SHEET ON WHICH DETAIL IS DRAWN DETAIL SECTION ROOM NAME I 1001 I ROOM TAG ·r. .-i. ! ~i!,-==J DOOR TAG WALL TAG CW-1 CASEWORK TAG EL: +10'-0" +-r- SPOT ELEVATION REVISION CALLOUT AND CLOUD I I DETAIL IS DRAWN ROOM NAME I 1001 I 150 SF ROOM TAG W!TH AREA 0 WINDOW TAG 20R @7 1/2" STAIR TAG G2D FURNITURE TAG AUGN SYMBOL 0 DETAIL CALLOUT FIXTURE AND EQUIPMENT TAG ACP-1 1' -O" AF.F. CEILING TAG ~~ CPTI-01 FINISH TAG NAME •. \ ELEVATION \J' LEVEL DATUM KEYNOTE TAG CODED NOTE TAG MATCHLINE SEE: 1 / A101 -----~ ----------- CENTERLINE TAG MATCHLINE REFERENCE MATERIAL LEGEND UNLESS NOTED OTHERWISE ~ ALUMINUM ~ CONCRETE ~ GLASS EEEEEEEE, t:±n±±±±::J RIGID INSULATION ~ BRICK IN SECTION ~ CONCRETE MASONRY UNIT ~ ~ ~ ~ ~ CJ ~ C::;J µ~.:'TT I I I ::i"'I EARTH [.:~?,'.~·'. .. ;·:)?_;,~-<~! GYPSUM/ PLASTER ~ STEEL PEA GRAVEL ~ STONE ---- - F BATT INSULATION PRECAST GRAVEL SAND WOOD-SOLID PLYWOOD BRICK CUL TU RED STONE EXTERIOR COMPOSITE PANEL BLOCKING SHIM GRASS D PROJECT INFORMATION BUILDING DESCRIPTION THE VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING (MOB} PROJECT IS A 160,000 SQUARE FOOT, 5-STORY STRUCTURE THAT IS LOCATED ON THE CAMPUS OF VALLEY MEDICAL CENTER IN RENTON, WA. THE BUILDING WILL BE USED FOR OUT-PAT!ENT CLINICAL SERVICES. THE BUILDING WILL BE CONSTRUCTED TO CONFORM TO THE RENTON MUNICIPAL CODE. THE BUILDING WILL BE DESIGNED WITH TYPE II-A CONSTRUCTION AND OCCUPANCY GROUP 8-BUSINESS. THIS APPLICATION !S FOR A CORE AND SHELL STRUCTURE. TENANT IMPROVEMENTS WILL BE SUBMITTED FOR PERMIT UNDER SEPARATE APPLICATION. THE MOB WILL BE CONNECTED TO EXISTING BUILDINGS VIA AN UNDERGROUND TUNNEL THE MOB WILL ALSO BE CONNECTED TO A NEW PARKING GARAGE VIA AN ABOVE GRADE BRIDGE. ALL ENTRANCES AT GRADE WILL BE WHEELCHAIR ACCESSIBLE. ACCESSIBLE PARKING WILL BE PROVIDED NEARBY AND IN THE NEW PARKING GARAGE. THE BUILDING WILL NOT HAVE A LOADING DOCK BUT WILL USE AN EXISTING LOADING AREA AT AN ADJACENT BUILDING. PERIODIC DELIVERY WILL TAKE PLACE AT THE WEST DROP-OFF AREA AND WJLL ENTER THE BUILDING THROUGH A SIDE DOOR TO A SERVICE ELEVATOR LOBBY. THE STRUCTURE WILL BE STRUCTURAL STEEL BEAMS AND GIRDERS WITH COMPOSITE STEEL DECK AND CONCRETE. LATERAL RESISTANCE WILL BE PROVJDED BY STEEL MOMENT FRAMES. PRIMARY FRAMING WILL BE PROTECTED WITH APPLIED FIREPROOFING. THE BUILDING WILL BE PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM THROUGHOUT. APPLICABLE CODE DOCUMENTS RENTON MUNICIPAL CODE RENTON ELECTRICAL CODE WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL BU!LDING CODE, WITH CITY AMENDMENTS 2015 INTERNATIONAL FIRE CODE, WITH CITY AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE VICINITY MAP GENERAL ARCHITECTURAL NOTES 1. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30" x 42". 2 HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (FO.) CONCRETE. F.O. SHEA THING, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FINISH (INTERIOR), UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, UNLESS OTHERWISE NOTED. 3. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF NBBJ AND HAVE BEEN PREPARED FOR USE IN THE EXECUTION OF THE ENCLOSED PROJECT. USE OR REPRODUCTION FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF NBBJ IS PROHIBITED. ABBREVIATIONS AFF ABOVE FINISHED FLOOR ALT AL TERNA TE) AL TERA TION BLDG BUILDING BOT BOTTOM BW BOTTOM OF WALL CL CENTERLINE CLR CLEAR cu CUBIC DEG DEGREE D!AG DIAGONAL DIAM DIAMETER DIM DIMENSION ON DOWN EL ELEVATION ELEV ELEVATOR, ELEVATION EQ EQUAL EXT EXTERIOR FIN FINISH FLR FLOORLINE, FLOOR FD FACE OF FT FOOT, FEET GA GAUGE HORIZ HORIZONTAL HT HEIGHT ID INSIDE DIAMETER IN INCH INT INTERIOR LF LINEAR FOOT MAX MAXIMUM MIN MINIMUM p .. - MO NA NIC NOM NTS DC OD OFCI OPP PL PT MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NOMINAL NOTTO SCALE ON CENTER OUTS!DE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLED OPPOSITE PLATE, PROPERTY LINE POINT eR-'----~---fR~A~D~l~U~S,R~IS~E~R-'----~~~~~---1 REV REVISION RO ROUGH OPENING SF SIM SQ STD T TO TDC TOS TOW TYP UNO VERT VIF WT YD SQUARE FEET SIMILAR SQUARE STANDARD TOP TOP OF TOP OF CURB, TOP OF CONCRETE TOP OF STEEL, TOP OF SLAB TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WEIGHT YARD C SHEET INDEX GENERAL GO.OD GO.DOA G0.01 G1.00 G1.01 G1.02 CIVIL C1 C2 C3 C4 C5 C6 Cl CB C9 C10 C11 LANDSCAPE L1 L2 L3 L4 L5 L6 L7 TR-1 TR-2 STRUCTURAL S0.01 S0.02 S0.03 S0.04 SO.OS S0.06 S1.00 S1.01 S1.02 S1.03 S1.04 S1.05 81.06 81 .07 S2.01 82.02 S2.03 S2.04 S2.05 84.01 85.01 S5.02 S5.03 S5.11 S5.12 S5.13 S5.14 S5.15 SS.16 S8.01 88.02 SB.03 88.04 SB.05 88.06 S8.07 ARCHITECTURAL COVER SHEET BUILDING PERSPECTIVES SHEET INDEX, GENERAL REQUIREMENTS NOTES CODE SUMMARY FIRE EXITING AND SEPARATION LIFE SAFETY BASEMENT, LEVEL 1, 2, 3 LIFE SAFETY LEVEL 4, 5, ROOF COVER SHEET DEMOLITION PLAN TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN GRADING AND STORM DRAINAGE PLAN WATER AND SANITARY SEWER PLAN CONSTRUCTION NOTES AND DETAILS CONSTRUCT!ON NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS VAULT SECTIONS LANDSCAPE PLAN LANDSCAPE PLAN -PLANT SCHEDULES LANDSCAPE PLAN -NOTES AND DETAILS IRRIGATION PLAN IRRIGATION PLAN -IRRIGATION SCHEDULES IRRIGATION PLAN -NOTES AND DETAILS IRRIGATION PLAN -NOTES AND DETAILS TREE RETENTION PLAN TREE RETENTION WORKSHEET NOTES I DETAILS GENERAL NOTES AND ABBREVIATIONS GENERAL NOTES LOADING DIAGRAMS LOADING DIAGRAMS LOADING DIAGRAMS SPECIAL INSPECTION TABLES AND NOTES FRAMING & FOUNDATION PLAN -BASEMENT FLOOR FRAMING & FOUNDATION PLAN -LEVEL 1 FLOOR FRAMING PLAN -LEVEL 2 FLOOR FRAMING PLAN -LEVEL 3 FLOOR FRAMING PLAN -LEVEL 4 FLOOR FRAMING PLAN -LEVEL 5 FRAMING PLAN -ROOF FRAMING PLAN -PENTHOUSE ROOF MOMENT FRAME ELEVATIONS MOMENT FRAME ELEVATIONS MOMENT FRAME ELEVATIONS MOMENT FRAME ELEVATIONS PEDESTRIAN BRIDGE ELEVATIONS ENLARGED FRAMING PLANS TYPICAL FOUNDATION DETAILS GRADE BEAM SCHEDULE AND FOUNDATION DETAILS TYPICAL CONCRETE WALL DETAILS TYPICAL STEEL COLUMN DETAILS TYPICAL STEEL BEAM DETAILS TYPICAL STEEL BEAM DETAILS TYPICAL STEEL DECK DETAILS TYPICAL STEEL DETAILS STEEL SECTIONS AND DETAILS SIDEPLATE BOLTED GENERAL NOTES PAGE 1 OF 2 SIDEPLATE BOLTED GENERAL NOTES PAGE 2 OF 2 SIDEPLATE SOL TED A-TYPE COLUMN DETAILS (STANDARD) S!DEPLATE BOLTED B-TYPE COLUMN DETAILS (STANDARD) SIDEPLATE BOLTED MISCELLANEOUS COLUMN DETAILS SIDEPLATE BOLTED BEAM DETAILS (STANDARD) SIDEPLATE BOLTED ERECTION DETAILS A0.01 ARCHITECTURAL SITE PLAN A1,00 FLOOR PLAN-BASEMENT A1.01 FLOOR PLAN -LEVEL 1 A1.02 FLOOR PLAN -LEVEL 2 A1.03 A1.04 A1.05 FLOOR PLAN -LEVEL 3 FLOOR PLAN -LEVEL 4 FLOOR PLAN -LEVEL 5 A 1.06 FLOOR PLAN -PENTHOUSE A1.07 A2.01 A2.10 A2.11 A2.12 A2.13 A2.14 A2.15 A2.16 AF1 .01 AF2.10 AF2.11 AF2.12 AF2.13 AF2.14 AF2.15 AF2.16 A3.01 A3.02 A3.03 A3.04 A3.05 A3.11 A3.12 A3.21 A4.01 A4.02 A4.11 A4.12 A4.13 A4.14 A4.15 A4.16 A4.21 A4.23 A4.25 A4.31 A4.33 A6.01 A?.01 A7.02 AB.01 AB.02 A8.03 AB.04 AB.OS A8.06 A8.07 A9.01 A9.11 A9.12 A9.13 A9.22 A9.23 A9.24 A9.25 C OVERALL ROOF PLAN CEILING LEGEND AND NOTES REFLECTED CEILING PLAN -BASEMENT REFLECTED CEILING PLAN -LEVEL 1 REFLECTED CEILING PLAN -LEVEL 2 REFLECTED CEILING PLAN -LEVEL 3 REFLECTED CEILING PLAN -LEVEL 4 REFLECTED CEILING PLAN -LEVEL 5 REFLECTED CEILING PLAN -PENTHOUSE ROOM FINISH SCHEDULES FLOOR FINISH PLANS -BASEMENT FLOOR FINISH PLANS -LEVEL 1 FLOOR FINISH PLANS -LEVEL 2 FLOOR FINISH PLANS -LEVEL 3 FLOOR FINISH PLANS -LEVEL 4 FLOOR FIN!SH PLANS -LEVEL 5 FLOOR FINISH PLANS -PENTHOUSE EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS -PENTHOUSE EXTERIOR ELEVATIONS -PENTHOUSE EXTERIOR ELEVATIONS -PENTHOUSE BUILDING SECTIONS BUILDING SECTIONS TUNNEL SECT!ONS PARTIAL PLAN, ELEVATION, AND SECTION -BRIDGE ENLARGED SECTIONS -BRIDGE ENLARGED PLANS, ELEVATION, AND WALL SECTION -NORTH GRID 4-5 ENLARGED PLANS, ELEVATION, AND WALL SECTION -EAST _GRID C-D ENLARGED PLANS, ELEVATION, AND WALL SECTION -EAST _GRID E-F ENLARGED PLANS, ELEVATION, AND WALL SECTION -SOUTH _GR!D 2-3 ENt.ARGED PLANS, ELEVATION, AND WALL SECTION -WEST _GRID D-C ENLARGED PLANS, ELEVATION, AND WALL SECTION -WEST _GRID E-D ENLARGED PLANS -GREEN ROOF ENLARGED PLANS -GREEN ROOF DRAINAGE PLAN ENLARGED PLANS AND SECTIONS -GREEN ROOF ENLARGED PLANS -UTILITY YARD ENLARGED ELEVATIONS/ SECTIONS -UTILITY YARD ENLARGED PLANS & ELEVATIONS-TOILET ENLARGED PLANS AND SECTIONS -STAIR 1 ENLARGED PLANS AND SECTIONS -STAIR 2 EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DET Al LS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS PARTITION TYPES DOOR SCHEDULE DOOR AND FRAME TYPES AND NOTES DOOR DETAILS FLOOR TRANSITION DETAILS INTERIOR DETAILS -ELEVATOR CABS EX!T STAIR LUMINOUS PATHWAY DETAILS STAIR DETAILS I' -' MECHANICAL M0.01 M0.02 M1.00 M1.0F M1.01 M1.02 M1.03 M1.04 M1.05 M1.06 M2.00 M2.01 M2.02 M2.03 M2.04 M2.05 M2.06 M3.01 M4.01 M4.02 M4.03 M5.01 ELECTRICAL E0.01 E0.02 E0.03 E0.04 E1.01 E2.00 E2.01 E2.02 E2.03 E2.04 E2.05 E3.00 E3.01 E3.02 E3.03 E3.04 E3.05 E3.06 E4.00 E4.01 E4.02 E4.03 E4.04 E4.05 E5.01 E5.02 8 ' I ' ' DRAWING INDEX, LEGENDS, AND ABBREVIATIONS PROJECT REQUIREMENTS PLUMBING AND PIPING PLAN -BASEMENT PLUMBING AND PIPING PLAN -FOUNDATION PLUMBING AND PIPING PLAN -LEVEL 1 PLUMBING AND PIPING PLAN -LEVEL 2 PLUMBING AND PIPING PLAN -LEVEL 3 PLUMBING AND PIPING PLAN -LEVEL 4 PLUMBING AND PIPING PLAN -LEVEL 5 PLUMBING AND P!P!NG PLAN -ROOF HVAC PLAN -BASEMENT HVAC PLAN -LEVEL 1 HVAC PLAN -LEVEL 2 HVAC PLAN -LEVEL 3 HVAC PLAN -LEVEL 4 HVAC PLAN -LEVEL 5 HVAC PLAN -ROOF MECHANICAL ENLARGED PLANS MECHANICAL DETAILS AND DIAGRAMS MECHANICAL DETAILS AND DIAGRAMS MECHANICAL DETAILS AND DIAGRAMS MECHANICAL EQUIPMENT SCHEDULES COVER SHEET AND GENERAL INFORMATION GENERAL NOTES LUMINAIRE SCHEDULE MECHANICAL EQUIPMENT SCHEDULE ELECTRICAL SITE PLAN BASEMENT LIGHTING PLAN LEVEL 1 LIGHTING PLAN LEVEL 2 LIGHTING PLAN LEVEL 3 LIGHTING PLAN LEVEL 4 LIGHTING PLAN LEVEL 5 LIGHTING PLAN BASEMENT POWER PLAN LEVEL 1 POWER PLAN LEVEL 2 POWER PLAN LEVEL 3 POWER PLAN LEVEL 4 POWER PLAN LEVEL 5 POWER PLAN ROOF ELECTRICAL PLAN BASEMENT SYSTEMS PLAN LEVEL 1 SYSTEMS PLAN LEVEL 2 SYSTEMS PLAN LEVEL 3 SYSTEMS PLAN LEVEL 4 SYSTEMS PLAN LEVEL 5 SYSTEMS PLAN ONE-LINE DIAGRAM SYSTEM RISER DIAGRAMS A ' DEC 1 2 7'.'i 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER I LANDSCAPE ARCHITECT: o4Atp .. .. ~-<,. BARGHAUSEN ~-~• CoNGULT!NO ENG!N~s, INC, .... ,,;,' 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO: (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL I MECHANICAL AND PLUMBING I ELECTRICAL ENGINEERS: FFMAN GINEERS 1601 F!FTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 HEALT CARE EALTY UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical 1 0ffice Building 100°/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION DRAWN BY. PROJ. ARCH.: BT AD PRQJ. NO.: 101704.00 DATE: 12/05/16 DWG. SHEET INDEX, GENERAL REQUIREMENTS NOTES I DWG. G0.01 DWGs PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 3 4 5 6 2 5 ' b r: Applicable Code Documen!ll Municil',l!II Code Renton ElectrlCl!ll Code Washington State Energy Code 2015 International Buildmg Code, with City Amendments 2015 International Fire Code, with City Amendments 2015 lnlematinnal Mechanical 2015 Uniform Plumbing Code Building Description The Valley Medical C!!llter Medical Office Building (MOB) project is a 160,000 square toot, 5-story structure that is located on tl1II campus of ., Medical Center In Renton, WA. The building will be used for out-patient clinical services. The buildlfl!l will be conslnlcted to conform to the Renton Municipal Code, The building designed witi, ll~A construction and Oceupancy Group B -Business:. This application is for a core and shell structure, Tenant improvements be submitted for permit under separate applicaUon, The MOB will be connected to existing bllildings via en underground tunnel. The MOS will also be connected lo a new l')!lrning garage via an above grade bridge. All entrances at grade will be wheelchair accoesible. Accessible parking will provided nearby and In the new park.Ing garage, The bullding wH! not have a foading dock but will us® an existlng loading area at an adjacent building. Periodic delivery will take place at !he west drop"°ff area and will enter the building through a side door to a service elevator lobby. The structure be structural steel beams and girders with composite slllfll concrete. Lateral resistance will be provided by steel moment frames. Primary framing will be protected tpplied fireproofing, The building will be provided with an automatic 1pr!nkler system and fire a!arre lhruughout Cod<> flequlrem<>n!l! Arrang<>d by 2015 lnll!'rnational Bolldlng Code Chaplilrs Chapter 2 -Definillons Ambulatory Care Facility. Buildings or portions thereof used to provide medical, surgical, nursing or on a less than 2+41our btu£is lo individuals who tre rendered incapable of self-preservation by the servia. provided~ Clinic, Outpatient: Buildings or portions thereof used to provid& persons who are. not rendered incapable of self-preservation by care on Jess than a 24-hour basis to services Grade Plane, A reference-plane representing the avarage oflinlthad groo11d love) adjoining building at exterior walls. Where Iha finished ground level slopes away from the exterior , Iha relaranil:11 plane shall atWbltshed by !he lowe£rt · withln the area·between the building and the !ot line or, where the lot line is mare than-6 feet from bllildtng, between the building and a point 6 from the building. Height, Building. The vertical distance from grade plane to the average height of the highest fool surface. Chapter 3 -Use & Occupancy Classification Occu~ancy Classification Lobbies, Ambulatory 304.1 Cru:e & Olllpatient areas -,----· ·---------------------··-·-·--··-- Business Group B. Business Group B oooopancy includes, among others, the use of a bur!ding or structure, or a 1 thereof, for office, professional or serv1ce·type transactlornJ, including storage of req;ird$ ,and accounts. Business occupancies shaU Include, but not be limited tp, the following: Ambulatory Care Facilltin, Clinic -outpatient, Professional '----------'-------'-services. ------------·-·-----'----·-----------.c_J Chapter 4, Special Olllailed Requirements Based On Use & OcoUPl!IICY Ambulatory Care Facilities Smoke Compartments Raluge Area 422,S 422.4 F Ambulatory care lacililias Where the potential for four or more care recipients are to be Incapable ol 111~-preservation at 11ny time, whether rendered incapable by ataff or staff accepted respornill:lilily·for a care recipient already incapable, shall be separated trom adjacent spaces, corridors or tenants with a fire partitloo The area of any smoke comparlment shall be not graatar thlln 22,500 square feet The travel dlttance from 1ny point in a smoke compartment to !'I smoke barrier door shall be not greater than 200 feet. Not less than 30 net square feet for each non·ambulf!lory fli!lre recipient shall be provided within the aggregate area of corridors, care recipient roo~. treatment rooms, lounge or dining 1rn1 and other low"'hazard areas within each smoke compartrnenL Each occupant of an ambulatory care faolll!y shall be provided with access to a refuge area without passing through or utilizing adjacent tenant ' ' F I) Chapter 5 • General Building Heights & Areas Construction Tvpe li·A r=====~='-'--',~----~----·-----------------------··· ---·----- Allowable Height Table 504.3 85 fee! above Grade Plane Grade Plane: El. 88. 75 feet Allowable Height: 85.00 fl. above grade plane= 173. 75 feel Proposed Height (to highest roof surface): 77.75 ft, above grade plane 166.50 feet. 1-------t-----+ ---------·-----------------------1 Max[mum Number Table 504,4 B Occupancies: Allowable stories -5 1--0f_S_to_r_ie'--s----+-----f..Proposed .Number of St_o__rie_s_:_5_. ----·---------------! Building Area Table 506.2 B Occupancies: 112,500 sf per story. Proposed maximum area= 34,244 sf. (Level 1). Chapter 6 -Types of Construction Construction T"ne II-A Fire~Resistance Table 601 Rating Requirements for Building Elements (hours) Fire~Resistance Table 602 RaHng requirements for Exterior Walls Based on Fire Senaratlon rnstance Allowable materials 603.1 Construction Type tlA: Primary structural frame: 1 Bearing walls Interior & Exterior: 1 Nonbearing walls and partitions, Exterior: See Table 602 Nonbearlng walls and partitions 1 Interior: 0 Floor construction -and assoclated secondary members: 1 Roof construction and assoClated seconda'"'· members: 1 Fire Separation Distance ~ X (feet) Architect's note: The building is separated on all sides by more than 30 feet. Therefore, for Occupancy Group B, fire~resistance ratingJor exterior waits e O hours. , Combusttble materials sha/! be permitted in buildings of Type I or fl construction in the following· applications and in accordance with Sections 603, 1, 1 through 603, 1.3: 1. Flre-relardahUreated wc:i'od shall be permftted in: 1.1. Nonbearing partitions where the required fire-resistance rating ts 2 hours or less. 1.2. Nonbearing exterior walls where fire-resistance rated construction is not required. 1.3, Roof construction, .inc:ludinn ~irders, trusses, framin,., and deckinn. Chapter 7 -Fire & Smoke Protection Features r--------~----~ -----------------------------------~ Sprayed fire-resistant 703. 13 materials (SFRM). Sprayed fire-resistant materials (SFRM) shall comply with Sections Zll:!.1~.1 through 7!l4.13.5 regarding 1. Fire-resistance rati~g, 2. Manufacturer's installation instructions, 3. Substrate condition 1 4. Temperatwre, 5. Finished condition. ------------.. Exterior Walls Table 705.8 Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection Fire Separation Distance = greater than 30 feet. Degree of Opening Protection;. Unprotected, $prinkleretj, 1 . 1 Allowable Area per §1£1}'.~: ~N~o"'l"i"m"'it~. ________ ,, ___ , Fire Barriers 707 Fire Barriers f---==----+--"---~ •"-····-··--·-.. --------------···--·-------·"""""--·----------.. ---- Shaft Enclosures 707.3.1 Tho fire-resistance rating of the fire barrier separating building areas from a shaft shall comply with Section 713.4. !--------+-----!------- Interior exlt stairway 707 .3.2 and ramp construction Fire Barriers - Cont,nulty 707.5 The fire-resistance ratlng of the fire barrier separating building areas from an interior exit stairway or ramp shall comply wtth Section 1023.1. Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above and shall be securely attached-thereto. Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with 1----------+-----l-'S"'il:,;Cle,loc_n,,,s-"7:,,;07.8 and 707,9 ..... _ .. __ . ·-· _____ _ Supporting C,onstruciion Fire Barriers ~ Openings 707,5.1 707.6 The supporting construction for a fire barrier shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hol!ow vertiCfll spaces wlthin a ttre barrier shall be fire blocked in accordance with~ ?JP.?"''""""""'' flF<me Openings in a fire barrier sha!I be protected in accordance with Section 716. Openings shall be limited to a maximum aggregate width of 25 percent of the length of the wall, and the maximum area any single opening shall not exceed 156 square feet (15 m2). Openings in enclosures for exit access stairways and ramps, interior exil stairways and ramps and exit passageways shall also comply with Sections 1019. l----------+-----~1,_023.4_~nd 1024.5, respective]y_. __ ,, _________ .... _. _______ _ Shaft Enclosures - Construction 713.2 - ~haft enclosures shall be constructed as fire barriers in accordance witt1 81?Ction 707 or horizontal assemblies constructed in accordance with S~dion 711, or both. f------+-----t -,-----···· .. -·---.. -·-·-··---··--· ·----------- Shaft Enclosures - Fire~reslstance rating 713.4 Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but L,_ _______ __J_ ____ _Jlcnc;ec;e':d'-n'-"'o! !3_2:ceed 2 hours------------- • D Fire-Resistant Joint Systems 715.1 Joints installed in or between fire~rosistanc<Hated walls, floor or floor/ceiling assemblies and roofs or roof/ceiling assembHes shaff be protected by an approved fire-resistant joint system designed to resist the passage of fire for a time period not less than the required fire- resistance rating of the wall, floor or roof in or between which the system Is installed. !---------+----~ ·-·----------~~--.. ----------------· -------------------------- Exterior curtain wall/floor intersection. 715.4 Where fire resistance-rated floor or floor/ceiling assemblies are required, voids created at the intersection of the exterior curtain wart assernbl!es and such floor assemblies shall be sealed with an approved system to prevent the interior spread of fire. Such systems shall be securely installed and tested in accordance with ASTM E 2307 to provide an F rating for a Orne pef!od not fess than the fire-resistance rat!ng of the floor f---------+----~~,ae,s_~emb!y. '-'Dc,Dc,Oc,_r_,C"lo,cse:l"n""------'-'7'-1"6".5"'."9 _ _J .,Fire .. doors sha!l be self-or .autom?tlc clo~s __ i n~g~. _____ --.. ·-----' Chapter 8-Interior Finishes r----------,----~----------. ------------------·-----·--- Table 803.11 Class B interior wall and celling flnish required. Interior exit stairways, interior exit ramps and exit nassaaewavs f-"======'--+----~ ----·--------------· --·-------.. --------.~------------------ Table 803.11 Class C interior wa!! and ceiling finish required, Corridors and enclosure for exit access stairways and exil access ramns r======-+-----11-·-.. ········--.. ----... ----------·-·-------- :Rooms and enclosed Table Class C lnterJOr wall and coiling f1n!sh required. spaces -·,·i "· 803. 11 f-------+----t--------------------- Acoustical Ceiling Svstems 808, 1. 1. 1 suspended ar:;oustjcal ceiling systems shall be installed in accordance with the provisions of ASTM C 635 and ASTM C 6.,_36ec· _________ _ Chapter 9 ~ Fire Protection Systems Automatic Sprinkle'r Systems Standpipes Systems Portable Fire Extinguishers Fire Alarms and Detectlon Svstems Emergency Responder Radio Coverage 903.2.2 905.3.1 Table 906.3(1) 907 916 Ambulatory care facilities. An automatic sprinkler system shall be installed throughout the entire floor containing an ambulatory care facility where either-of the following conditions exist at any tlme: 1. Four or more care recipients are incapabte of self-preservation, whether rendered incapable by staff or staff has accepted responsibl!ity for care recipients already incapable. _2. One or more care redpients that are incapable of self-preservation are located at other than the level of exit discharge serving such a facility. !n buildings where ambulatory care is provided on Jev~ls other than the level oJ exit discharge, an automatic sprinkler system shall be installed throughout the entire floor where such care is provided as wall as all floors below, and all floors between the level of ambulatory care 9,nd the nearest level of exit discharge, including the level of exit discharge. Height Class Ill standpipe systerns shall be installed throughout bulldings where the floor level of the highest story is located more than 30 feet (9144 mm) above the lowest level of fire department vehicle access, or where the floor level of the lowest . , . ' story ls located more than 30 fec.t (9144 mm) below the highest level of fire department vehlcle access, Exceptions: 1. Class I standpipes are allowed in buildings equipped throughout with an automatic sprinkler system Maximum floor area for extinguisher: 11,250 square feet. Maximum distance of travel to extinguishet: 75 feet Per NFPA 72 Emergency r<tsponder radio coverage shall be provided in all new buildings in accordance with Sect1on 510 of the lnternational Fire Code, Chapter 10 -Means of Egress Sizing ,---------~---~- Ceiling Height 1003.2 The means of egress shall have a ceiling height of not less than 7 feet 6 in Means of Egress irtches. I----_J~----l-----1-- Occupant Load Statrway capacity Other Egress Components Table 1004.1.2 1005.3.1 1005.3.2 Business areas: 100 gross square feet per occupant Outpatient areas: 100 gross square feet per occupant Mu!Uply occupant load served by a means of ogress factor of 0.2 inch. Largest floor ts Leve! 3 at 34,244 square feet Occupant load = 34,244/100 = 343 occupants. There are two stairs, therefore 172 occupants per stair. 172 occ. x 0.2 in.lace.;:;: 34.4 inches. <1,;, ,,,;rllh is '1A" /1011 ?\ Multiply occupant load served by a means of egress factor of 0.2 inch. Largest floor is Level 3 at 34,244 square feet Occupant load= 34,244/100 = 343 occupants. There are two stairs, therefore i 72 occupants per stair. 172 acc. :x 0,2 inJocc, = 34.4 inches. L_ ________ _J ____ _J'____ -------------------------- • C ll Door Encroachment 1005.7 Doors, when fully opened, shall not reduce the required width by more them 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half ,__ ________ ,_ ____ , ___ ,,,--.. -----,-----...... _.,-'"·· ····-·"·--------------~------ Egress from stories, based on occupant load Stories with one exit or access to one exit Table 1006.3 1 Table 1006.3.2(2) Occupant load per story: 1-500 Minimum number of exits from story: 2 First story below grade plane, Maximum occupant load: 49 Maximum common path of travel: 100 feet if fully sprinklered. 1-------~----'--l--. . -· ----- Exit or Exit Access Configuration 1007.1.1 Two exits shall be separated not less than one-third of the length of the maximum overall diagonal dimension of the area served, l---------+------1----------------·------------... --------------------! Accessible Means Of Egress Stairway to Root Exit Access Travel Distance 1009.1 1009.2.1 1009.3 1009.4 1009.8 1011.12 Table 1017.2 Both exits shall be considered an accessible means of egress. In buildings where a required accessible ftoor is four or more stories above or below a level of exit discharge, not less than one required accessible means of egress shall be an elevator. Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall have a dear width of 48 inches (1219 mm) minimum between handrails and shall either Incorporate an area of refuge within an enlarged floor-level !andlng or shalt be accessed . from an area of refuge complying with Section A,.,,,.,!") c. Exit access stairways that connect levels In the same story are not permitted as part . of an accesslble means of egress. Exceptions: 48'" between handrails and area of refuge are not required when building is sprinklered. ~levators. In order robe rom;i,:t,,redpart·t!fmrm:cessiblameans of egress, an elevator shall comply with the emergency o'peratlon and signaling device requirements of Section 2.27 of ASME.A17.1, Standby power sha!l be provided in accordance with Chapter and S~ction 3003. The elevator be accessed from an area -of refuge complying with Section 1009.6. Exceptions: Area of refuge is not required when buJlding is sprinklered. Two-way communication, A two-way communication $ystem complying with Seclions 1009.8.1 and 1009.Q.2 shall.be provided at lhe landing serving each elevator or bank of elevators on each accessible floor that fs one or more stories above or below the level of exit dlscharoe, In buildings four Or more stories above grade plane, one stairway sh/all extend to the roof surface unless the roof has a slope steeper than four Units vertical In 12 units horizontal {33-percent slope}, Exceplioh: Other than where required by Section 1Q.J 1.12.1, in buildings withoµtan occupied roof access to the roof from the· top story shall be permitted to be by an alternating tread-device, a ships ladder or a pennanent !adder. 300' ln sprinklered B occupancies ~--------'-----'··-----·--------·--,-------·------··--______ , Exit Dlscharge 1028.1 . Accessible· Ftoute 1 1104.1 11 !l4.2 Accessible Entrances 1105.1 Parking and 1106.5 Passenger Loading 1106. 7 1 ' - ' . , Exits shall discharge directly to the exterior of the bullding. Exceptions: 1. Not more than 50 percent of the number and minimum width or required capacity of Interior exit stairways and ramps is permitted to egres_s through areas on the level of discharge, 2. Not more tf)an 50 percent of the number and minimum width-or required ca·paclty. of thejriter!<:1.r exit stf;lirways and ramps is permitted to egress through a vestibule, At !east one-accesstble route within the site shall be provide(] from public transportation stops, accessible parking, accessible passenger !OadinQ .. zon_es, and public ·streets or sidewalks to the accessible building entrance served. At leaS_t one accessible route shall connect access!ble buildings, accessible facilities, accessible elements and accessible _spaces that are on the same site. At least 60 percent of all public entrances shall be accessible . Van spaces. For every six or fraction of six accessible parking spaces, at !east one shall be a van-accessible parking space. Location, Accessible parking spaces sha!! be located_ on the shortest accesslble route of travel from adjacent parking to an accessible building entrance. In parking facilities that do not serve a particular building,. accessible parking spaces shall be located on the shortest route to an accessible pedestrian entrance ta the parking facility. Where buildings have multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. .__ ______ _JL__ __ __J .,_ ---·------· ------------____ _J ' ' DEC 1 2 2016 B A A nbb: : • .J 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER I LANDSCAPE ARCHITECT: , c,t•.a; r, _ /~!.;_.,_ BARGHAUSEN :-~J COtffll.Jl..."i'ING f.!:*7Q:!1NJ;;.E;ta, 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 NGINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: {206) 624-3775 HEALTHCARE REALT'{ 1UW Medicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical 10ffice Building 100°/o DESIGN DEVELOPMENT 2 I 3 4 1----------1---- Issue Date 1S$UE MARK DATE DESCRIPTION DRAWN BY: PROJ. ARCH.: Author Designer PROJ. NO.: 101704.00 DATE: 11/07/16 DWG. CODE SUMMARY FIRE EXITING AND SEPARATION DWG. G1.00 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" G '"• ? 3 4 5 .. I 11 r ' ' ] I i ' J .. I I I s ' :' !' f / / / -.. -. ECH SHAr- ~ECH SHAF 1 110 I 300 1 -" SERVE~EV LOBEJY l3X-C@ ~~-A-N-80-~-~-----jl_ I . !300111 / / / / / / / / / / / / / / CORRIDOR l3X-C041 \J ELEC , L3X-OQ;,J / / / / ", / E BLDG CIRCULATION B -·-----·---·- D / / :i: " " / / / / / / TOILET ROOMS B 486 I 100 I 5 / / / / •/ / / 257'-7" / / SHELL l3X-100j / / / / - 113•85'-10"~--------~ SHELL B 27 488 I 100 I 275 ~~12'-9" & • / / / -----... ) ----,-' ----; ------- 0 LIFE SAFETY PLAN -LEVEL 3 3 1---------- 1/16" = 1'-0" ---------------------~ -------------------- ---------------------------------------------------------------------------------------------------------------------------------------- c -_-_-_-_-_-_-...-_-_-_-_-_-_-...-_-_-_-_-_---_-_-_-_- c ' -_-_-_-) ----~ --------~ ----..., -------~--t :-=-=-=-l -_-_-_-_-/ ----.... ----' --------' k ----: a ---- =-::::-::::-::::-] -_-_-_-_---y ----..; ----, ----, ~'"' FIREMAN ACCESS ELEVATOR---~ MECH SHAF S®IR1 98 ..... 220 ...,.- q1AIR1 2X-S01 .c-11-c ELEC ·-~~ ELEC - I---- I-_-_-_-_-_-_-_-_ I-------- ----~=,---.-_,, __ -'\ - B ~--f---~-~--~--• 300 I 110 1 / ---------1" -------- ----..,. -::::-::::-::::-::::-t BLDG CIRCLULATION f-B_·-~-~-·1''% I 2311 I 100 24 ' JAN CL\ lrl2=X=-0=04=1·=-~==",..:%:_ ________ ~% / "I ~AN80 t / / / ----..!. _-_-_-_-{ ----T --------1 -------,- ---_, SHELL l2x-2ool i'e I . I 300 I , 1/ J SHELL l2x-1ool / HC VAN / SHELL SHELL 251'-2"/ " 113 = 83'-9" B B ---- / / ,. HC VAN ,_-_---T'-' / / / / / ------+ 6 888 I 100 I 69 19 518 1ioo I 196 / 97' -3" -----'------~-4 i -_-_-_-,-. ----...1 ~::::-=-=i' -----] _-_-_T --1' ----;; :::-::::-j -' __ __, k -, -1 + ' / / / / / / / ""~ % / / / / / / ' / / / / ' . ALCOVE (98\ -~( +-J/1)! / / / HC / / / / / / / / "' g, !1 SHELL . D. , ."' D BRIDGE B 1 032 I 100 I 11 ~S®TAIR2 ., !", SHELL • I . ',I-cc'=~------! o ,. j UP j ~B----~-~---l [!;,_)=;==/If I i ~~3~12~~1~10~0-~14~ . l i l i ·. i i • . l l •. -:.C.' ------ / / / / / . ~/-' 1j Ii / / ' ' I STAIR2 @; ..... \t~·...,. El "' i STAIR2 Ill!. .~ 1111·~ "' ,, 1 "'I I_.. , ' . . ' JP(ur 1 i:. -----------;,1 --.--.. -------------:1 -------------- _-_-_ _j-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ ' ---, ; -------------- _----:_ _: ,-_-_-__ -_ _-_-_-_ ----_-- l _----:_-.:_',_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ --'--------------- --..,.,---------------T ---- -=-C -=-=-=-=-=-=-=-=-=-=-=-=-=-=-·r -=-=-=· :::=:: =================~=::::::_::=:=== f ====== -_-_ -_-_-_-_-_-_-_-_ -----------. T---c-_- ---------------------- --.-----------------------'----------------------_._:_ __ -_-___ ----:__ __ -_-_____ _:_; -___ _ ~ :_T_1_-_·-_-_-_-_-_--_-_-_-_-_-_-_-.'..-. ---- ----------------------J ----------------------_-T -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_· --,-------------------_,_ -------' ----,-!------- --I 1------- __ , ______ _ / / f\lHCHR ORA< X-01 'JV ~,!.T ---,-------1------ 1 VESTIBULE [ifoos T ,97'-3" .. -_-_;_-_-_-_-_-_-_-_ -_-_-_-_-_-_-----/ ___ ._ -------/ • .;:a.:.'· " -·.,<" • .. ---------------------------__________ l _______ ---· ====================================================;;;."-i!L,.....----~~-----~------------....... ~-----~ ...... ---------~-----~----------~---------...... ----~ ............... ........1 ... --.:,.-===~~~~=~==~~~~t~~~~=~~~=~~~ =~~~~~- --------------- 0 LIFE SAFETY PLAN -LEVEL 2 4 f---------- 1/16" = 1'-0" F F ·-·---'-=' ·-~~ ·-~- / ' I 1 - C ' ' LCOV ---.,, i BLDG CIRC B 1 287 "----"'""'~----,,--.~ ·" -------~ :_::-_-:~ :_ :'."T_-_:-- 100 13 • • l 'I ' ii STORAGE B 366 SHELL SPACE B 598 100 LIFE SAFETY PLAN -BASEMENT 1/16" = 1'-0" HC VAN HC VAN HC VAN -=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=--""_ ....... ,....... ....... ~.,....,,~----....--~.....,......,....___,~_-:_-_-_-_-_- I 300 I 6 HC VAN l3 2 ' --. • BUILDING STORAGE IBX-0051 239 I 100 I 3 .i AIUCOURJE ELEV CTR IBX-0041 RM IBX-003! CORRIDOR [BX-C031 A LIFE SAFETY LEGEND ROOM NAME OCCUPANCY GROUP INDICATES OCCUPANCY 12 OOO SF 1 OO 120 GROUP AS DESCRIBED BY IBC 304.1 L_ INDICATES OCCUPANT LOAD FOR THE AREA ,LISTED ~----INDJCATES OCCUPANCY LOAD FACTOR PER !BC TABLE 1004.1.2 ~-------INDICATES SQUARE FOOTAGE OF AREA LISTED .....__ EGRESS CAPACITY ---REQUIRED '--....... ......... -,--._~-~--EGRESS CAPACITY -si-----~ PROVIDED s&R._>< ST~X ,, ' --.. ~ INDICATES ACCESS TO AN EXTERIOR EXIT OR EXIT ENCLOSURE ,, I INDICATES ACCESS ~~---~ TO A CORRIDOR ·~--EXIT NAME EXIT ROUTE: A i1so·-o'I ,·-.. --- MAXIMUM TRAVEL DISTANCE FROM j FURTHEST POINT WALL SYMBOL TYPE ------- FIRE BARRIER (INCIDENTAL USE AREA REQUIRING PROTECTION) FIRE BARRIER (SHAFT) AND EXIT PASSAGEWAY FIRE RESISTANCE RATING 1-HOUR 2-HOUR ELEV CTR ROOM ~--1B f-----~--~---1 210 ELEV LOBBY IBX-C011 .- 300 ...cl56' -6" li='"-ac,-f I \.,. MAIN COMM IBX-002[ 1 BLDG CIRCULATION B 906 100 10 .MAIN COMM SERV ELE SERV ELEV LOBBY ---1'1-iB f-----~--~---1 SHELL SPACE IBX-0061 EMERGENCY ELEC IBX-0071 J. MECH SHAF EMERGENCY ELEC B 737 300 3 MAIN ELEC lsx-001 I \ ,_ 206 MAIN ELEC B 485 I 300 I 300 1 2 --------------------'-------'¥ ····-itc=-=-= =-=-==.c..= =.c..= ==c..= =°"=L----J..:....l--..1..--J..::...;J..... _ _Jl.=-::=.=-?:.c..:: =.c..?:.c..::=::c..==°"= =cc= ::c..c=::c..c=::c..c= =cc= ::cc= ==cc~.cc?:.cc:: =-=-==-=-= =.=-= ,I\ BUILDING ------------------------ ---- :-=-=-=-j =-=-::::-::::-1 _-_-_-_-I . . ~ ---...,. ' .-.. ,.·a ..... ,, -----2. '\SERV ELE ----.2. FJREMAN ACCESS ELEVATOR ___ ./ -------_:] ~ --------1 SE~ ,E.\:_~.;{ , 0LOBBY ., __ , ·,11x-c~2I C!! I "~ OM~! TOILET ·< • l1x-001I ---... ----.. ---~-- +-®-·-·-·-· BLDG CIRCULATION B 1 978 I 100 I 20 , " TOILET ROOMS 486 100 5 :! --· ' j ------- ;[ . ' =================-I I _-_-_-_-_-_-_-_-_-_ I [ _-_-_-_-_-_-_-_-_-_-_ : ~I :~:~:_:_:~:---:~:_:=:=- ~-0,: I . = = = = = = = = = = = -= - ff - ----1 . " +· - IP li ·- STAIR2 · ,. I: 1: ' ;,,J ,,,y' WATER ·1· ENTRY ] , ~!i rcW~A_T_E_R_E_N_T_R_Y ___ 1 "'•~"""'-:fl~ B I f-1 ~-L-:C-10-~l-3_0_0_1~1--iv 1 -----' e-/ ~-A-N8_0-~l-3-o·-o-l~1~1~ f : l - · ·I I I 11 .. I .=1 _I I; lTl ,, . . '.t ·:_ --:I ! I::::_ I I ... ---, , , ... ~.:.-1 : --: :. -, ' '~-I l I -I I 1--· · 111 -· 11-·"' I 1-' . --· --_I _, SHELL B 28 205 I 100 I 283 ~1'-0" -_ st SHELL l1x-1ool '--276'-5" ' 113 = 92'-2" ;.,-1 0 LIFE SAFETY PLAN -LEVEL 1 2 ---------~ 1116" = 1'-0" 143 300 . \, 1 ·._·", ,· • ~ ., . •. ,i , . ~, <'-~~~ ' . -. .·•· Jr , .-i . . ·. - . ' 1 '· . ' -•. i - ' -:-1 ··' ' 1-1,· -,: . , '. ·•. -~ . .;:,. ' --4' ~ .• _-.-' · .. , . .--·-· ·._· ~'.....,~'.-·., . : ,~: ).~· ·~·-,·,} .. , i""'i''' • 0. , ' - -A.· . , I - "" ; , 11= l -~-~"·,;.·--,, .. ' 1 .. ......... 11 ! __ .. I 1 1 __ ! :-r .. --i Ii_ ___ _!:: _____ ,, r·-.. 1 r ,_--"!: __ · I I -1 I I ' '' •.• '' •1 I 1·_::1 J 1~-11~--':111~•1 ;\ 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: FFMAN GINEERS 1601 FIFTH AVENUE SUITE 900 SEATTLE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO (206) 624-3775 ARE UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 1 OOo/o DESIGN 1DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION ' DRAWN BY: PROJ. ARCH.: RS AD PROJ .. NO.: 101704.00 DATE: 12/05/16 DWG. LIFE SAFETY BASEMENT, LEVEL 1, 2, 3 DWG. G1.01 DWG$ PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 3 4 G 2 3 5 F STORAGE B 274 300 1 STORAGE B '----"2""22~-'---'3=0'-"0-'-_1,___,\\ BUILDING MAINTENANCE , STORAGE ~ I '/- Ii ,,·~·-' ' :\. • STORAGE IPX-0031 ., ELEV 1l ' ___ \:: __ ' ME B T-,;:?--';(" .· 4 F/ . .i: STORAGE ,----B I 304 I 300 I 2 HANICAL 66 300 2 ' -"-'\; ·-:'~:··-·· ,[ : . .. ), __ ,' ~- cy SCREENED MECH EQUIPMENT ___ I. ___ L J ' ~-··---' / cy --;r ·--·--·-- L cy G)~~,.:...:...I ~-=-0~:.....;S=A...:..:.F-=E=--=T=Y--=P--=L=-A-'-N_P--=E=N-'-T--=H-'-O~U..::..S=E _____ _ F E r· - ---~ .. ::: -'~--:' cy ...... ~:· --" ~ ,_ ' ' .! D -' i I I Iv •: : J i ·1 & ) ,, i ' / ' / / / .-,-: --·---' -- . '.~\ ·:, ''''" '_SERV ELE ECH SHAF 11ECH SHAF ELEC / 8 110 I 300 1 ' l-~A_N~80-----/ / . I 300 I 1 I / "' ·- / / / / / :i: / / / / / / / / ' ' ' ' A ELEC _. T14x.005V / / / / --+ / C ' --_i _:_ ' 1 I MENS (,, - \ ILJWOME~ TOILET : .. Q] l4X-0011 <·· / 251'-2"/ " 1/3 a 83'-9" / / / / SHELL l4X-10ol / CD LIFE SAFETY PLAN -LEVEL 4 1 ~~~~~~~ 1/16" = 1'-0" ' ' i -- 1 i I .I I j ' I l 1 I I J I j f I / / / -'----' is~;~liE~ -I ECH SHAF 110 I 300 1 JAN B 80 I 300 1 / / / / / / / / / / / / / / / / / i ; i ' ; .. j / / / / / SHELL B ·,·' '.,. I ! ' ' I ' / / / / / 28 842 I 100 I 289 ~7'-3" :i: / / / ' 1 '--,,. -,---;-·· ,- / / / 251'-2"/ " 113 = 83'-9" SHELL lsx-1001 / / . ·--.~-----------~~ , ... ' j ·; I : : i I . _U i_. / / :t' / / / / / / / / -/• -. - / M STAIR2 GI~-+ / / / ' ,,,_ '-' ' / / / / / / / / / / / SHELL B 28 771 I 100 I 288 ~41'-9" ,, / / ' i - 'h l ) -! ON UP -",1;--l ,_ :-- 1 l ), I L i ' r I ~ Jr i- ~ t r l --/- / / / --.-' ) ' . ,. / / / / / / / -- 0° STAIR 2 : I / / ' ' rr-\~~©·.,. ;--a~ ] 'i Ii[.: · l:l " r f i " 0 LIFE SAFETY PLAN -LEVEL 5 2 ---~~~~~~~ 1/16" = 1'-0" D C 8 LIFE SAFETY LEGEND ROOM NAME OCCUPANCY GROUP INDICATES OCCUPANCY 12 OOO SF 100 120 GROUP AS DESCRIBED BY IBC 304.1 L_ INDICATES OCCUPANT LOAD FOR THE AREA LISTED ~----INDICATES OCCUPANCY LOAD FACTOR PER IBC TABLE 1004.1.2 ~-------INDICATES SQUARE FOOT AGE OF AREA LISTED ~ EGRESS CAPACITY ~-REQUIRED ~·-.... ~ EGRESS CAPACITY -----~~ PROVIDED ____ J} .l--~~JNDICATESACCESSTO '--~ EXIT ENCLOSURE STAIRX STLRX ANEXTERIDREXITOR ..... INDICATES ACCESS',". EXIT NAME TO A CORRIDOR ,-- EXIT ROUTE: A 11,0'-o"I MAXIMUM TRAVEL DISTANCE FROM .. -. -• j FURTHEST POINT FIRE WALL RESISTANCE ~_SY_M_B_O_L~----'T-'-Y~PE=--~~~~--'-RA_TIN_G_ FIRE BARRIER (INCIDENTAL USE AREA REQUIRING PROTECTION) FIRE BARRIER (SHAFT) AND EXIT PASSAGEWAY 1-HOUR 2-HOUR A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 PROJECT TEAM CIVIL ENGINEER/ 1:-A,NDSCAPE ARCHITECT: 18215 72ND AVENUE SOUTH KENT, WA 98032 TEL NO. (425) 251-6222 FAX NO: (425) 251-8782 STRUCTURAL/ MECHANICAL AND PLUMBING/ ELECTRICAL ENGINEERS: FMAN INEERS 1601 FIFTH AVENUE SUITE 900 SEATILE, WA 98101-1625 TEL NO: (206) 623-0717 FAX NO: (206) 624-3775 UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 100°/o DESIGN DEVELOPMENT Issue Dale ISSUE MARK DATE DESCRIPTION DRAWN BY: PROJ. ARCH .. RS AD PROJ. NO.: 101704.00 DATE:' 12/05/16 DWG. LIFE SAFETY LEVEL 4, 5, ROOF DWG. G1.02 DWGS PREPARED ON AN ORIGINAL SHEET S!ZE OF 30" X 42" 2 3 5 ~ C 0 ~ 0. 0. <( ~ (/) <ll Cl ~ en (!) ' [ll 0 ~ ' () ~ > ~ 0 0 <D r-- ~ 0 ~ -<ll > t5 <( ~ LO ~ Cl ·;;; <ll Cl LO 0 -C 0 ~ 0. 0. <( ~ (/) <ll Cl ~ en ~ 0 ~ ' E 2 3 4 5 r - D uj :1 D j/ ' ,_________----------- D ----s w 41ST ST. D CJ L_J [::::;:J D 0./ 0 ; ;D -----------_/ D D./ >-" s ::r:: C • -1-· ... ' D• B O' 100' 200' 400' ' L SCALE: 1" = 200'-0" 800' " A 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 UWMedicine VALLEY MEDICAL CENTER OWNER: VALLEY MEDICAL CENTER 400 SOUTH 43RD STREET RENTON, WA 98055 CONTACT: DANIEL PEDERSEN 425.228.3440 EXT 5932 RECEiVfD DEC 12 2016 CITY Of f'tl'lTON r P!AN;;f El\/~~i) l'!.AN,, .... ·= MEDICAL OFFICE BUILDING AND PARKING GARAGE ·EXPANSION ., Issue Date ISSUE MARK DATE DESCRIPTION DRAWN BY: PROJ. ARCH.: PROJ. NO.: Author Designer DATE: 12/06/16 DWG. NEIGHBORHOOD DETAIL MAP DWG. G0.01 3 ; O' i I ! I f 1 I ii: i j! I i j l I I ,, 1, I 1'' ' i i I : d 11 i' I ,f I, I ·1 \ J1 I i )l ,.r, p / \ I j '· I f i I i \f ;{ I " i! I I /! r·--- 1 I ' I I I I I ' I I I 11 ij r /i r Ii I, i 11 Ji ,I !I ii ,I Ii " 1; !i I, !I " !i I! l ! 30' 60' 120' UWMedicine VALLEY MEDIC.AL CENTER I' 240' I J \ \ ",) J i ' I I j ' i i . ., I " ' \ ' ... .. . -/"·-·-· ------,...- I / SCALE: 1" = 60'-0" I I I \ I // ! I I ! I MEDICAL OFFICE BUILDING AND PARKING GARAGE EXPANSION 400 SOUTH 43RD STREET, RENTON, WA 98055 101760.00 Ii . ' I /I I // I I I ; . I / I ' ' i / / j I J fr I DEC 12 2016 CHY Of RtNTOM 223 YALE AVENUE NORTH SEATILE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 223 5000 C) ~ 0 <O 0 I a.. V) (I] I V) > ~ ? Cl z s;: w > 0:: ::i V) / l[) 0 0 (!) 0 ~ (!) 0 ~ 0 "" ;;- 0 .,: ;;- N 0 I 0:: ~ / -st" 0 ~ -st" N "" LUA--BSP --- LND----- 1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN 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. 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 'MTNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. BY BY KING COUNTY PEPARJMENT Of ASSESSMENTS EXAMINED AND APPROVED THIS--DAY OF-----,, 20- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER---------- FINANCE PIYJSIQN CERJlflCAJE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COL.lECTlON 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 THIS _ DAY OF , 20_. -MANAGER, FINANCE··DIVISION · APPROVAL NOTE CITY OF RENTON EXAMINED AND APPROVED PER RMC 4-7-230, THIS __ DAY OF ____ , 201_. DIRECTOR OF COMMUNITY & ECONOMIC DEVELOPMENT, CITY OF RENTON CITY ENGINEER, CITY OF RENTON ACKNOWLEDGEMENT STATE OF WASHINGTON ) ) S.S. COUNTY OF KING ON THIS DAY OF 2016, BEFORE lHE 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 REPRESENTATIVE 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 ORGANIZA 110N, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE IS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. 'MTNESS MY HAND AND OFFICIAL SEAL THERETO AFFIXED THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC DATE PRINTED NAME MY APPOINTMENT EXPIRES CITY OF RENTON, KING COUNTY, WASHINGTON EXISTING SW 39TH ST SW 41ST ST I SW 34TH ST ' S 38TH ST IJV \ VALLEY] s IT E+------ri MEDICAL ...._ ...... CENlER / --·--·-·-·----·--·· -----!--, 'V SE 43RD ST -I , ;7· ~ VICINITY MAP NO SCALE LOT AREA TABLE PROPOSED AREA (SO. FT.) AREA (ACRES} AREA (SQ. FT.} AREA (ACRES) 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 .,- LOT 9 25,024 LOT 10 590;843 TRACT A 64,318 PARCEL B 43,306 31.7564 TOTAL BSP SITE 1,383,311 8.8798 LOT 1 463,403 0.4264 LOT 3 20,692 0.3131 TO BE REMOVED -- 0.1676 LOT 4 55,667 0.5930 TO BE REMOVED -- 3.2749 LOT 8 192,300 ' 0.6285 LOT 7 27,376 ... 0.8641 LOT 6 37,642 0.5745 LOT 5 ·25,024 1 13.5639 LOT 2 461,005 1.4765 TRACT A 64,318 0.9942 LOT 9 35,884 SITE ZONING: COMMERCIAL OFFICE nn.E REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT 31.7564 10.6383 0.4750 -- 1.2779 -- 4..4146 0.6285 0.8641 0.5745 10.5832 1.4765 0.8238 NO. NCS-815621-WA1, 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. LEGAL DESCRIPTION: PARCEL I: <D -C) ('-.l ~ l""'l (_) w D 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, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THE BUIWING AND IMPROVEMENTS LOCATED ON SAID PARCEL B. PARCEL II: lHE BUIWING AND IMPROVEMENTS LOCATED ON THE FOLLO'MNG DESCRIBED PARCEL: 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. COVER SHEET (/) 0 (( z tt1 -:z U) (9 CJ z zw -_J 5> I-0 I o6 ~~ oo w >- 0 ~ a: (( -:::, I Cf) U) 0 :) z co :5 «<\II w ~ 0 LL I-a: w 0 U) a: 0 >-w > a: :) U) w ~ 0 LL I-a: w 0 U) a: w 0 a: 0 0 w a: z ~ 0... w 1- U) CJ z 0 z co w ::E w >-00 wi= WFI-~ <( ::E i= t- >-3:~ !:l;!W(.!) 0::Uz :::>z- Ul<(fi <( ::E 0 o:::o g!~W zZa::: W8>- i;?;! Wz a:: 0 >-Fw i::! l:d j!: CJ a:: LL. ~i'SO a:: >-J!? 0 ::E LL. CJ ZO a:: LI.I O..w:::E1-<oWVl ::Ez~L&J U):::1:::,::, ~a:::SS 0 a:: a:: ~ ~ a:: ~ LL. 0 LL. 0 LL. >-0 <( I-Q ::ll:: l:l 8 ::::> m f3 ;?; ~ ::E w i= V) ~ I- <( Q ~ 0 (.) w a:: a:: ~ ~ ~ Q 01 ~ ~ i;:: N <C( C) z v," c., z :E ~ :E ~ 0 I.LI 0 0::: :I: en ::., co .- ci w z 1- ...J WW <( tD <.) 0 I (/) -:, (/) ~ (/) a 0::: 0 <.) w 0::: ~ ...,: fl.. :) (/) 0::: w c., < z <( :::E r--.._ __________________________________________________________________________________________________ ..._ _________ ... ,, 0 3: q <D 0 I 0.. /J) (D I /J) X / Cl 3: Cl / Cl z 5= ~ 0:: ::::, (fl / LO 0 0 tO 0 0l / <D 0 N / Cl I") " u / Cl <,: ~ N 0 I 0:: (D / / <D 0 N '-.. <D '-.. 0 ~ LUA-BSP --- LND- CURVE C1 C2 C3 C4 cs C6 C7 C8 C9 CURVE RADIUS 389.00' 289.00' 311.00' 47.50' 589.00' 589.00' 289.00' 25.00' 72.00' -,_ I I I TABLE DELTA 13'02'35" 8i0'58" 4'54'24" --ou -·--· OJ 10 L.I 4'11'17" 6'54'53" 11'53'50" 91'00'10" 15'07'20" MONUMENT IN CASE -- LENGTH 88.55' 41.27' 26.63' ---.. t O~.V't 43.05' 71.08' 60.01' 39.71' 19.00' N07'50'01"r - -222.45' "1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN 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 > ~ LL J-.. 0 tu f- t.u :I: l P::: l'J r-..: o:: I V') u I ;::c ::::; I ,-..:I co " ::> " a. '""i 0 w v; ~ u a w 0 ._. R=1456.48' l£=13'40' 49" L=347.76' -.. LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L10 L11 L12 L13 MONUMENT L14 IN CASE L15 L16 L17 L18 LINE TABLE DIRECTION DISTANCE N89'03'08"W 10.89' t.1nn..,-._•1:i:i"i:-122.4!t , ... ...,y ----- N89'03'0B"W 60.70' N89'03'08"W 80.69' NOl "23'51 "E 0.37' N56'06' 41"W 41.80' N21 '28'14 "E 50.49' N68'28' 40"W 8.60' N21 '31 '20"E 27.50' N68'28' 40"W 113.40' N31'36'29"W 44.17' N68'28' 40"W 104.67' N21 '31'20"E 77.40' N20'03'16"W 66.30' N68'28'40"W 60.00' N21'31'20"W 5.50' N68'28' 40"W 158.00' N68'29'59"W 111.00' HUMAN RESOURCES DEVELOPMENT BUILDING I I I I --+-1--VALLEY PROF. PROPOSED PARKING GARAGE :r: ~ p ~ I I I z LOT UN£ I I I I I ... ~ ~~ ... \ , .. I .. , I 1•-·1 1, \'--; .,J LOT UN£ TO BE REMOVED ;(" ~:. \ I I (\ \ .. , I •' .,1 \ .. PARKING GARAGE TO BE REMOVED \ \.... ' Nto06,32 ,, E J69.J7• CENTER NORTH BUILDING MAINTENANCE BUILDING i OF ACCESS ROAD EASEMENT REC. NO. 9311240441 CO-GENERATION BUILDING i OF ACCESS ROAD EASEMENT REC. NO. 9311240441 LINE DIRECTION L19 N21 '30'01 "E L20 N68'29'59"W L21 N63'08'15"E L22 N20'08'12"W L23 N68'29'59"W L24 N21"26'48"E L25 N68'33'12"W L26 N21 '26' 48.E L27 N68'33'12"W L28 N67'53'44"W L29 N21"27'38"E L30 N68'01'05"W L31 N21'41'15"E L32 N68'36'12"W L33 N21 '25'59"E L34 N68'33'16"W L35 N21 '30'01 "E L36 N67'53'44"W L37 N07'04'1 O"W L38 N02'52'53"W L39 N04'02'00"E L40 N68'29'1 O"W L41 N20'30' 40"E L42 N68'44'35"W CITY OF RENTON COORDINATE SYSTEM NORTHING: 164,147.41 EASTING: 1,299,099.050 R=800.00 .t.=14'10'33" L=197.93' DISTANCE 10.55' 23.94' 47.50' 47.50' 15.94' 6.19' 131.00' 37.00' 79.00' 51.79' 158.17' 121.10' 6.07' 121.91' 6.18' 208.30' 78.07' 36.27' 67.31' 155.18' 82.60' 72.88' 127.58' 119.78' FOUND BRASS ROD IN CASE CITY OF RENTON CONTROL POINT NO. 1229 NORTHING: 163,956.15 (/.) 0 a: z ill -z uf - (.'J ~ zw --' I-o> I-0 I~ o6 ~ 0~ Ww 0> a: a: -:J I w (/) 0 ::, z rn ::S 1(11 z :5 0.. w I- (/) CJ z 0 z rn <D 0 I{) 0 0 0 (0 0 .,.... ..... 0 II N = ..... Li..i 0 z __J <( co (..) 0 (/) -:, ~ (/) g; 0 :;.:. :;.:. co m i :::.:: .:::c 0 (..) 0::: I-~~z z~f:2 w(/)0 (..) z __J a :i: <( 0::: (/) (..) t') <( 0 -.:l-3: ~Fz· >-:::> 0 wOI- __J (/) z __JOW <( 0 0::: >-.:1- _ ..::_ASTl~:~,299,050.25 + R•29.00 ---- t,.79'58'25" -----__ L•40.48' No5·oa·1 g·•E -804~-;-; ,. •\\ \' .. , I 46' . -"" Cl! co "" :I: ~ ~ I 46' ;: • v 0 Cl'.) p IX) ~I R-19.00 t,.90-00'00" • FOUND 2" BRASS DISC IN CASE, DOWN 1.0' CITY OF RENTON I COORDINATE SYSTEM N88'08'04"W NORTHING: 163,974.43 54.00' EASTING: 1,298,666.96 R•t4.00' t,.90'00'00" L•21.99' N88'08'04•w 113.55' ~VARIABLE WIDTH ROW NB6-04'1t"W 131.73' 100 .. •• FOUND BRASS ROD IN CASE, DOWN 1.1' CITY OF RENTON CONTROL POINT NO. 1227 NORTHING: 163,155.06 EASTING: 1,298,978.22 .J ( IN FEET ) 1 inch = 100 ft. LOT LAYOUT '<I- La.. 0 N I-w w :::c (/) (0 ..... ' ~ N .,.... ~ <( Cl " 5' 0 tD 0 I o._ (f) [I] Ji X / " 5' 9 <.? z 5= w > 0:: :::> ,_ LO 0 0 tO 0 N / tO 0 N / 0 r-) u / 0 <,: ~ N 0 I 0:: ;9- / tO 0 N " LUA--BSP --- LND-- PROPOSED PARKING GARAGE LOT LINE TO BE REMOVED LOT LINE TO BE REMOVED MUL Tl-LEVEL PARKING GARAGE 1 ST AMENDMENT TO VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN 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 46' 46' 58' 3: • 'Sf" 0 <Xl p ~I Q) I R=800.00 t.=14 '10'33" L=197.93' j::' ;;::- f-~ <:( l.lJ l.lJ $ l.lJ 9:: a 9:: 1-,: UJ u.. i-:: V) 1--0 V) <:( I-;:r: u :c Cl i-:: -(,!) er:: Q -a w o: rt) co e.. u ~ T--1 ::i V) • ca ~ :) a. ~VARIABLE W1DTH ROW ID 0 LC) 0 0 0 0 (0 ,..... ,..... 0 II N = ,..... ~ d z <( Cil u 0 (/) -;, ~ z z 0 0:: I-~ ~~ z a::: a.. w w u i:: -1W I-<Cw U) u~ Q(/) C) w ~Cl z a::: >-I") 0 w+ ...I z ~ j:!: co >::::> 0 (/) 0 0 + 100 0 I I ---( m FEET) 1 inch == 100 ft. EXISTING PARKING & ROAD LAYOUT + LL 0 I") I-w w J: (/) ~ o-----------------------.;....-----------------------------------------------------------..J CJ 3 Cl <O 0 I 0.. (/) m I (/) X ./ (.'.) 3 ? Cl z ;,:: w > O'.'. ::J (/) ./ LO 0 0 '° a N ./ {{] a ;), a t') u ./ 0 <( ;:, N 0 :r: O'.'. ;;3, ./ <O a N ."-. m '-.. 0 LUA-BSP --- LND- 100 • II 0 I II ( IN FEET ) 1 inch = 100 ft. 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 1 ST AMENDMENT TO VALLEY MEDICAL CENTEf~ NORTH CAMPUS BINDING SITE PLAN SE i/4 & SW '1/4 OF THE SE i/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. Cf) 0 0: z w w -~ z (j) (.'; st co l() st O [fJ '"LO,. st O I'- I I I (') 10 [fJ (\J C'J (\J CITY OF RENTON, KING COUNTY, WASHINGTON --- ELECTRICAL EASEMENT REC. NO. 661145 ELECTRIC SYSTEM EASEMENT REC. NO. 8112110351 --ELECTRIC SYSTEM EASEMENT REC. NO. 8112110352 ---..._._L N07•50'01"E - -,-_ I -~ I ]-1 1 -222.45• I I I I I I [ _JI 11 II II II II I II I ,J! f-----r I I I I I I LOT LIN£ TO BE R£M0V£D I f I N07"50'01 "E I 133.52' I R=1456.48' l'l=13'40'49" L=347.76' 0 ELECTRICAL EASEMENT REC. NO. 661144 ADDITIONAL EASEMENTS: Qj:'(' tJ() 11n,n,o, i:'I j:'('TQll"AI i:'AC::i:'Ui:'"IT Al Al\ll(i:'T 11\l tJA111Qi:' 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 lsm90°00'00" L•29.85' 5' SLOPE EASEMENT REC. NO. 9302232323 ELECTRICAL EASEMENTS REC. NO. 8104160537 & 8804040492 R=800.00 ll=14i0'33" L=197.93' R•29.00 lsm 79"58'25" L-40.48' ,---. _ ___. ELECTRICAL EASEMENT CJ z z w _J I > 0 0 I- I cd o6 Cf) 0: 0 0 >-w w 0 > a: II -:) I (j) :J II) Cf) 0 z <l'.'. ...J z j CL w 1- (/) C, z 0 z II) 46 • COMMUNICATION LINE EASEMENT rEC. NO. 8804040492 REC. NO. 8111160317 ELECTRICAL EASEMENT REC. NO. 8104160537 46' i=:" > f-. L.u <( ltJ l.lJ $ I ~f::§o V) V) <( f- a~~ 0 ~ tc::a@22 :.i-rricoe.u 0 "'"""i :::i Q'.)vi· co $:l !::2. :::i ~I a. 12' SLOPE EASEMENT REC. NO. 9307121299 R•19.00 . lsm90'00'00" L•29.85' R=14.00' lsm90'00'00" L•21.99' ('l Ol [fJ <060· ooo (\j OJ (\j ._,, 1 , . .,.,. ,-!ft X <( LL I- (/J C <( 0 w-. Ol we > i: ,i; gJ [[ '" 0 > ;2 ~ ui~ 2: _J I h(\j Ol r 0 o<~ owro (\J Cf) 0) :a: a: • \ \ \__ N88'08'04"W 113.55' PORTION OF REMAINING WATERLINE EASEMENT REC. NO. 8104130478 ~ STREET USE AGREEMENT _ _j REC. NO. 9301150938 ~VARIABLE WIDTH ROW NB6°04'11"W 131.73' <.D 0 LC) 0 0 0 <.D 0 .... .,... 0 II N • ..... 0 w z ...I <C ro (.) 0 (/) J ~ V) ~ C) ,;.:. ,;:. ro Ill z ~ :s: :r: 0 (.) EASEMENTS 'q" LL 0 'q" I-w w :r: V) (0 ..- '-. ~ N ...... ~ <C ------------------------------------------------------------------------------------------,_J t5 == y 1"==20' I = --··- LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXPANSION MATCHLINE: SEE SHEET L -5 ' -··--··-- ct£CKED FOR COMPLIANCE TO CITY STANDARDS ---------Dote ____ _ _________ Date ____ _ Date ORDINARY HIGH 'WATER MARK PROPERTY LINE / ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CONTACT: DAN BALMELU IY I-a. a. I-<( I- u.J I- f-I <( Cl (/) STATE OF WASHINGTON -(/) G D LAND A A H ECT JEFF M. VARLEY CERTIFICATE No. 774 DEC 1 2 2016 CITY OF RENTON >-ID z 0 vi 5 u.J IY 0 z w ~ COMMUNITY AND ECONOMIC DEVELOPMENT IRRIGATION PLAN NORTH VALLEY MEDICAL CENTER _; CL a, Cl ~ a ._D_E_SIGN_E_D~~-=·JM=,V=-'oATE 1010/2016 FILE NO. DRAWN JMV ~~=========-J'.~~====c-1 CHECKED AS SCALE FIELD BOOK PAGE_. CIRECTOR OF Pu3LJC WORKS SHEET 1--~ OF _ __J____ APPROVED I a.. a.. a.. 0 u N "' 0 IX) ~ 0 z rn 'l w r ~ 0 r 3 ~ "' w ~ X 'i ~ X "' °' 0 )-- ::,0 II --i,; 0 u <fl ::,0 (]_ .,; <:, - <D -0 N '-0 -'-0 - <V E "' '-2 0 0 O' "' "O _j I N 01 0 a) / O' C ·c " " C ·a, C " / N 01 0 00 -/ "' 0 0 0 00 / CL ~ [;: ~ 0 a:> ,- ci z m 0 "'") w (j a:i 1"=20' 20=---_____,40 __ I I LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER - ROUTE IRRIGATION MAINLINE THROUGH PARKING GARAGE. COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR MATCHLINE= SEE SHEET L -4 ' ' NORTH GARAGE EXPANSION I I I Ck'. 0.. 0.. <( w ,_ <( 0 >--CD -----· ....... 11!11 ..... !1111~""""-fll""'""'" ... -· ·-11 : :1 I I I -• '• 0 tr \ • I I 0 11 ESTIMATED LOCATION OF EXISTING IRRIGATION MAINLINE. LANDSCAPE CONTRACTOR TO VERIFY PRIOR TO BEGINNING ANY WORK ! i1 I i I 1 /) ; _ 'h \ J 1 1 i 1 I 1: I~ \\1--/PARKING G~~~(S~, 11 : / \ !,, \ \ ~I -,_1 1_'1,/ ii I 1il I V : ! \ _], L,""~~~+1 +, .~h-,1hc--s,·~L·~oli-.-:~--.;cA~T=E~1R~R1~A~/6t}60NfkoLLER\ .--. I : ! I MECHANICAL ROOM. COORDINATE LINE 1 1) / VOLTAGE OUTLET WITHIN 2' FEET OF:, ~~~.;bib\ j_ I ,CONT R O A 10 ·--·· ~-l ::'.'rt~r9J--T-~~h...JI , ·~·--::_,/ -IRRIGATION MAINLINE TO ENTER/EXIT PARKING GARAGE MIN. 18" BELOW FINISH GRADE LANDSCAPE CONTRACTOR TO LOCATE EXISTING IRRIGATION SYSTEM AND DEMOLISH PORTIONS THAT WILL NO LONGER BE USABLE FOR NEW PLANT MATERIAL AS SHOWN IN THIS LANDSCAPE SET. BIDDER-DESIGN IRRIGATION SYSTEM FOR ALL NEW PLANT MATERIAL. MATCH MANUFACTURER OF EXISTING IRRIGATION COMPONENTS AS MUCH AS POSSIBLE IRRIGATION LEGEND NOTE: THE PROPOSED IRRIGATION SYSTEM SHOWN IS TO CONNECT TO AN EXISTING SYSTEM. CONTRACTOR TO MATCH EXISTING EQUIPMENT AND COMPONENTS FOR NEW SYSTEM. CONTRACTOR TO ALSO CONNECT TO EXISTING IRRIGATION MAINLINE AND CONTROLLER. THIS IS A BIDDER-DESIGN IRRIGATION SYSTtM FOR THE PROPOSED ADDITIONS. THE LANDSCAPE CONTRACTOR IS TO NOTIFY OWNER AND LANDSCAPE ARCHITtCT IN WRITING OF ANY DEFICIENCIES IN THE PROPOSED SYSTEM THAT WOULD NOT ALLOW THE SYSTEM TO PROVIDE WATER IN PROPER QUANTITIES. SYMBOL SYMBOL b ...... DRIP EMITTER HUNTER LANDSCAPE DRIPLINE COMPONENTS WITH HUNTER COMPRESSION FITTINGS AND ADAPTERS ICZ-101-LF WITH 40 PSI PRESSURE REGULATOR PLD-04-18-250 DRIP EMITTER TUBING 0.40 GALLONS PER HOUR FLOW, EMITTERS 18" O.C. AIR/VACUUM RELIEF RELIEF VALVE KIT, IN VALVE BOX GALVANIZED TIE-DOWN STAKES, AT 3' ON CENTER MANUFACTURER DRIP IRRIGATION: HUNTER ICZ-101-LF VALVE ONE VALVE PER BOX HUNTER SOLAR SYNC WIRED RAIN SENSOR. COORDINATE RAIN SENSOR LOCATION WITH -ARCHITECT. INSTALL EXPOSED TO WEATHER HUNTER PRO-C 12-STATION (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. EXTERIOR MOUNT TO BUILDING i HUNTER 3/4" QUICK COUPLING VALVE, IN VALVE BOX, !WITH (2) KEYS AND SWIVELS PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX MAINLINE -SCH 40 PVC ( 18" COVER); SIZE PER PLA~, 1-1 /2" SIZE MINIMUM LATERAL -SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE -SCH 40 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4" SIZE MINIMUM IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. ALL IRRIGATION CONNECTIONS AND FITTINGS SHALL BE LEAD-FREE SCH 40 PIPE SIZING CHART PIPE SIZE 3/4" 1 n 1 1/4" 1 1 /2'' 2" 2 1 /2" FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) INSTALLATION LANDSCAPE CONTRACTOR TO COORDINATE IRRIGATION PARTS MANUFACTURES WITH ON-SITE LANDSCAPE MAINTENANCE CONTRACTOR AND THE FACILITIES MASTER PLUMBER, BOB NELSON, WHO CAN BE REACHED AT 425-246-0555 OR EMAIL: ROBERT_NELSON@VALLEYMED.ORG DEC 1 2 2016 CITY OF RENTON z 0 vi 5 w Ck'. 0 z a: ~ w () z l8 ...JO tLJo <)~w~ -<r: f;z Oa.. 0 Wx 00~ ~W-cc:, (jjW 1..z ...Jo ~:E ...J~ F~ ~ <( ::::> 3: I CJ Q p WFO)~ ~a: o!z QO~w oz a: w ~ 3: ::::> -C. OJ 0 ~z V) -"' Oo ~ 0 ;;: ~E-t .Si E-tz J5 :, -i::.:l 0.. uo=: '-. O'> .!: 32 ·5 I (D '-. "' .!: C: I C: 0 u: ~ -~ '-ru ""' ~-•o ~~ z" :i ~g o" ~~ " 0 " . "" ~g~ ~~~ tl O ::J <eO oc ".:i z f- (} 'cc so:: "' 0 ~ z 0 fr ~ " " < 0 COMMUNITY AND ECONOMIC DEVELOPMENT C1£CKED FOR COMPLIANCE TO CITY STANDARDS --------Qpte ___ _ ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 DESIGNED DRAWN IRRIGATION PLAN SOUTH VALLEY MEDICAL CENlER __ J__MY._ __ DATE 1010/2016 RLE NO. JMV ~ ,, 0 ~ " 0 a --------Dote ___ _ (425)251-6222 CHECKED _A_L~ SCALE FJELD BOOK PAGE_ Dote ( 425)251-8782 FAX CONTACT, DAN BALMELLI APPROVED DIRECTOR OF PUBLIC WORKS SHEET L-5 OF 7 ~-- r r r r I V) V) I a.. a.. a.. ii u "' C7> 0 CX) - 0 z CD 0 -, ~ V, w u ~ v• Q. w Q 4 Q w ~ 4 u V, e 0 ~ Q. 'iri w i<. '< 0 "' e °' 0 0 ~ >-Q. "' . - II . - " 0 u U) "' 0.. <.O c:-; - <.O -0 N ------0 - ------ 0 -iv E i-= ' ------2 0 D 0, " "D ..J I N en 0 co " / O' w C: QC X ·c: " " C: o> C V / N m 0 OC/ / "' 0 0 0 co ---:: CL .!!? ;;: C\I O> 0 co T- 0 z m 0 """) w w " <C z () w ~ C: a:i LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXPANSION fl FEVE COPDTION lflENCH CONXTlON ,-----,.---,----:;;,~~~~;;:~-o---FINISH GRADE 0 C O 0 oQ )0 0" PAVING SEE ----A~/ JJ' i' J~ o CIVIL PLANS -----1-----COMPACTED BACKFILL-<'.......£.~,..t_.,L.:__,:~~~--"--..( AT 90% DENSITY (TOPSOIL) AT 9 5 % DENSITY ------ILl,!.l.,,._ (STRUCTURAL) SLEEVE(S)--~ 5:;-" "'=o::F:FS:::E::T4~5)...__:_:__t-----PVC LATERAL NOTE: PVC MAINLINE VALVE WIRING ----"-15'(:~ ALT. WIRE SLEEVE---._ ./"""--PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" PVC MAINLINE/LATERAL --\.;::::..;:.2~:_.'.::_j _ __:_L_L DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BAR(iH.A.USEN CONSULTING ENGIN~ER?, INC., OF ANY VARIATION IN STATIC PRESSl)RE OVER 5 PSI GREATER/LESSi THf',N DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. SYSTEM HAS BEEN DESIGNED FOR 32 GPM AT 30-40 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION 90-95 PSI. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS-BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS-BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WOl,K AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE-SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS-BUILT" DRAWINGS AND CONTROLLER CHART. PER MANUFACTURER'S SPECIFICATIONS --;( ,....:.---------MOUNTING BRACKET SECURE PER MANUFACTURER'S SPECIFICATIONS 1---------------------WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAIN SENSOR DETAIL NOT TO SCALE 1 o. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 1 O" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAl~TENANCE REQUIREMENTS. SPRINKLERS ON RISERS WILL NOT BE ALLOWf D UNLESS NOTED ON PLANS. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN-NOZZLE ADJUSTMENT IS LIMITED TO 1 D PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFILLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. PVC SCH 80 UNION _--1 CHECK VALVE ASSEMBLY---' PER DETAIL THIS SHEET PVC SCH 80 UNION -----' QUICK COUPLING VALVE ____ _, NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES ,-------JUMBO VALVE BOX WITH LOCKING LID ,------PVC SCH 80 UNION ,-----WILKINS 600 ( PVC PRES. REDUCING VALVE AS NECESSARY T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITIING AND CAP ON DISCHARGE SIDE OF MEETING METER STOP IRRIGATION WATER METER -PER CITY STANDARDS I PER CITY STDS. ) z ~ POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE ,-----------------PVC SCH 80 SxT 90' ELBOW ,---------------PVC SCH 80 UNION ,-------------WIRE WITH WATERPROOF WIRE CONNECTOR -TYPICAL T--:-Jl~\itjl:g;i:i,/!r===:f:.=::::;;::::=:=-:f=====i!!,4li,J,l,!,J.J.J.JJJ, lu., -FINISIH GRADE /;J.:><~~~----_j~]J~---SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END -+++-----VALVE BOX WITH COVER PVC LATERAL 'b TO SPRINKLERS k-r'.,...,..:-rl"t",-,-n-,...::.,'A-..;.--,,..,..:,,,..,.:>rr,-+---'-"----'--"-PVC SCH 80 NIPPLE AND FEMALE ADAPTOR 'l ls--------PVC SCH 80 UNION ,~------PVC SCH 80 NIPPLE ~--------REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7 /8" WASHED GRAVEL SUMP PVC MAINLINE NOTE: PVC SCH 80 NIPPLE ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITIINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE r VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7 /8" GRAVEL SUMP MARLEX ELL -TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE ctECKED FOR COMPLIANCE TO CfTY STANDARDS -----------!;)ate----- -----------Date----- Date ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 fAX CONTACT: DAN BALMELLI ! .. , DESIGNED DRAWN CHECKED APPROVED a:: 0.. 0.. <( w ~ 0 STATE OF WASHINGTON G D >-CD A H ECT JEFF M. VARLEY CERTIFICATE No. 774 z 0 i7i 5 w a:: c:i z rnrc 1 2 2016 CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT IRRIGATION PLAN NOTES and DETAILS VALLEY MEDICAL CENlER JMV 1010/2016 DATE FILE NO. JMV AS SCALE FIELD BOOK DIRECTOR OF PUBLIC WORKS SHEET L-6 OF PAGE_. 7 t- I- I- I- I (/1 (/1 I a.. a.. a.. ii u N a, 0 CX) - ii z m 5l w ~ s< 0 ~ 0 ~ CL ~ w " X w ~ < z ":i C: ;; ~ X "' °' 0 >- "' . ~ II ' ~ 3 0 u (/) "' 0. '° N ~ '° ~ 0 N ..... 0 ..... 0 ~ " E >= ..... '" 0 0 O' ;, D _j I N en 0 oc, / O' C ·c " '" C 'o, C " / N er, 0 OC) / "' 0 0 0 co / [L ~ l.: 0 z m 0 "") . w 0 a:i ' LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXPANSION LATERAL PIPE TO HUNTER PLD ~~~_;_;.:.:.:~------HUNTER PLD TEE "¥l<,~:....:.....:.:..-=-.---------TUBING STAKE . . . . . . . . . . : : < <:; > ~cix~'. ::;: : :j:: -~------FLUSH VALVE . . . . . . . . . . . NOTES: 1. STAKE TUBING DOWN EVERY 5' AND WITHIN 1' OF ALL FITTING OUTLETS. 2. DO NOT EXCEED 5 FPS WITHIN TUBING. IF SIZE OF DRIP AREA CREATES VELOCITIES GREATER THAN 5 FPS, USE STANDARD LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE DRIP AREA. 3. INSTALL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY POINT. 4. THOROUGHLY FLUSH LATERAL AND DRIPLINE PRIOR TO FINAL CONNECTIONS. 5. TEST DRIP LINE FOR PROPER OPERATION PRIOR TO COVERING DRIP EMITTER TUBING NOT TO SCALE -i----iit:==:;;::;:::::;:::::::,n--,r-.---FINISH GRADE ::;::I----6" ROUtD VALVE BOX AUTOMArC FLUSH VALVE _.,___..J,---\1----BLANK TUBING COMPRESSION ELBOW TYPICAL BRICK SUPPORTS PVC PIPE 2 C.F. 7 /8" WASHED GRAVEL SUMP AUTOMATIC FLUSH VALVE DETAIL NOT TO SCALE FINISH GRADE .,.---6" ROUND VALVE BOX -AIR/VACUUM RELIEF VALVE NOTE: 1/2" PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE -TYPICAL OR BLANK TUBING -TYPICAL 1 C.F. 7 /8" WASHED GRAVEL SUMP BRICK SUPPORTS AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPUNE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2" AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE ' FINISH GRADE PVC MAINLINE VALVE BOX REMOTE CONTROL VALVE, WIRE WITH WATERPROOF CONNECTORS PRESSURE REGULATOR -PVC LATERAL SCH. 80 UNION ' VALVE BOX EXTENSION AS REQUIRED BRICK SUPPORTS '--1 C.F. 7 /8" WASHED GRAVEL SUMP PRESSURE REGULATOR AND FILTER DETAIL NOT TO SCALE ~------------PVC SCH 80 SxT 90' ELBOW ~---------WIRE WITH WATERPROOF CONNECTOR -TYPICAL -.-;ng~~;:::=-:/======~====::::;i!ld,J,J.l.i.l,w.J.i.W.!.l, IL., Fl NISIH GRAOE -,.~~------E~:f'----SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END 11-f+F---VALVE BOX WITH BRICK SUPPORTS AND EXTENTIONS AS REQUIRED PVC LATERAL TO SPRINKLERS k,-,,,,.,.,..~:,--c:n;:,--,~A,"2':l"'"'Cl-t"-----PVC SCH _80 NIPPLE AND FEMALE ADAPTOR L,A-t:;/=c-----PVC SCH 80 UNION 1'-'t-A4'------PVC SCH 80 NIPPLE r".,,._~-L"'--'.¥-'~~~' ~-1--------REMOTE CONTROL VALVE; BODY CLEAR OF SUMP IL----l ___ _J.-~-""£--"'==ilL------1 C.F. 7 /8" WASHED GRAVEL SUMP NOTE: PVC MAINLINE ONE VALVE PER BOX. PVC SCH 80 NIPPLE PROVIDE EXTRA COILS ( 18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE FINISH 12 11 4" PVC CROSS TO COMPRESSION ADAPTERS TYPICAL PVC SUPPLY MANIFOLD NOTES: COMPRESSION TEE -TYPICAL TYPICAL GALVANIZED TIE-DOWN STAKES AT 3' O.C. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND LATERAL SPACING. RATIO OF LATERALS TO START MAY VARY PER HYDRAULIC DEMAND. CENTER-FEED SUPPLY SUB-MANIFOLD DETAIL NOT TO SCALE CI-ECKED FOR COMPLIANCE TO CITY STAJ,OARDS ----------.,Dote----- ----------Dote----- Dote ENGINEER: BARGHAUSEN CONSUL TING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI I 0:: Cl. Cl. <( t- t- 1------1---'---'--+--l--l t- t- I (/) STATE OF WASHINGTON 1-----1---'---'--+--l--l (/) G D I 1------1---'---'--+--l--l a.. JEFF M. VARLEY CERTIFICATE No. 774 DEC l 2 2016 CITY OF RENTON z 0 u'i > w 0:: 0 z ~z Oo ~~ ~z -i:.:l u 0::: I I COMMUNITY AND ECONOMIC DEVELOPMENT IRRIGATION PLAN DETAILS VALLEY MEDICAL CENTER DESIGNED JMV ...; a. OJ 0 II) -"' ~ 0 :;:: .!e :0 ::, Cl. ........ en C ;:g ::, (Il ........ en C 'i: C 0 0: ~ •-XI "• "• ~-•o a~ ~-..:..;;ii ~~ o• ~~ 0 " ~ u > l-==~~=~=-lDA1E 1010/2016 ALE NO. DRAWN ~ JMV __ i..::::::=...-=cc:~=cc=c,-l'...'.:::.::::'.:-=====-1 CHECKED AS SCALE FIELD BOOK PAGE_ APPROVED SHEET L-7 OF 7 GIRECTUR OF f'UBLJC l'IORKS a.. a.. 0 u N a, 0 co - 0 z m " w ~ ~ 0 ~ 0 ~ a. " w Q X t ~ X "' °' 0 >-:,;; . - II ' -;,; 0 u (/) :,;; 0.. " <:-! - >D -0 N '-.. 0 -'-.. 0 -;,; E .= '-.. 2 0 0 "' " " _j I N 0, 0 (X) .,.... °' C -~ " C T,, C " .,.... N 0, 0 OJ .,.... "' 0 0 0 '° -.,.... iL i Ll: 0 z m 0 -, w () a:i I , \ I \ I . ' f', I I I I I I I I I I t5 == §I ! 1"=20' I I I / I I I I I I / / .... 'I I , "', -····. ( I r--.... I CONCEPTUAL LANDSCAPE and IRRIGATION PLAN I I / I I I I / / FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION . ·~:.•--·,r~-/7·· ·-7~-·-,r1:r·r·-T F----r~-=1TJ = i =-·=··::..-::::-f=--==-=·=Jy=· ::::.:'=·:"=*~'1'="····=,====~;;:=~··;";····~~1l§ .... -i5, ~' :·~· ~=- =:f=k '"'--,=~:i=:: .. ,,. __ _ I I I I / I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I ' I I I I I ' I I I I J I (/ I I I I ' I I I I I I I I I ctECKED FOR COMPLIANCE TO CITY STANDARDS ________ Dgte ___ _ ________ Date ___ _ Dote ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI 0:: Cl. Cl. <( tD -w '-~ a ~ 0 ' 0 >->-0 [D ::;c I- L,J Ul Ul Ul z L,J 0:: 0 0 iii 0 "' > (L w 0:: ci z DEC 1 2 zc:s CITY OF RENTON COMMUNITY AND ECONCMIC DEVELOPMENT CONCEPTUAL LANDSCAPE PLAN VALLEY MEDICAL CENTER DESIGNED JMV 08/24/2016 DATE ALE NO. DRAWN JMV w " ~ CHECKED AS SCALE RELD BOOK PAGE_ APPROVED SHEET L -1 7 DIRECTOR DF PUBLIC WORKS OF ... ··-·····~· ,,.-~ .. --, I- I- I- I- I (/) (/) I a_ a_ a_ ii u "' en 0 co 0 z m " w " 0 ~ 0 ~ ~ ,;: w ~ X '§ X "' "' 0 >-"' ' - II ' - .!!' 0 u (/) "' <( ":': m (0 0 N '-0 '-0 -" E f.= '-2 0 0 en ~ 'O _J I N m 0 co / en C ·~ w -~ '" C w / N "' 0 co / "' 0 0 0 OJ / 6.: ~ ~ 0 z m 0 ""') w 0 (I) CONCEPTUAL LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION PLANT SCHEDULE SYMBOL @_ -·~ ~ \v . \ BOTANICAL/COMMON NAMES TREES: AMELANCHIER x GRANDIFLORA / 'PRINCESS DIANA' SERVICEBERRY CERCIS CANADENSIS 'FOREST PANSY' / EASTERN REDBUD STYRAX JAPONICA / JAPANESE SNOWBELL ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE SHRUBS: LINEAR GROUPINGS OF PLANTS LISTED BELOW. MINIMUM PLANT SIZE FOR SHRUBS TO BE 2-GALLON PER CITY OF RENTON REQUIREMENTS. PLANTS TO BE LOCATED BASED ON SHADE/SUN TOLERANCE AND PROXIMITY TO WALKING SURFACES AND PARKING STALLS CORNUS STOLONIFERA 'MIDWINTER FIRE' / DOGWOOD HEBE SP. 'VARIEGATA' / VARIEGATED HEBE HEBE SP. 'PINNOCHIO' / VARIEGATED HEBE PIERIS JAPONICA 'LITTLE HEATH' / LILY OF THE VALLEY SHRUB PANICUM VIRGATUM 'HEAVY METAL' / SWITCH GRASS PENNISETUM ALOP. 'HAMELN' / FOUNTAIN GRASS PENNISETUM ALOP. 'RED HEAD' / FOUNTAIN GRASS BERBERIS THUNBERGII 'ADMIRATION' / BARBERRY CALAIMAGROSTIS ACUT. 'ELDORADO' / FEATHER REED GRASS JUNCUS PATENS 'ELK BLUE' / GRAY RUSH CORNUS ALBA 'KESSELRINGII' / DOGWOOD DESCHAMPSIA CAESP. 'NORTHERN LIGHTS' / TUFTED HAIR GRASS EUONYMUS FORTUNE! 'EMERALD N GOLD' / EUONYMUS HAKONECHLOA MACRA 'BENI-KAZE' / FOREST GRASS HELLEBORUS 'ICE N ROSES RED' / LENTEN ROSE HELLEBORUS 'KLONDIKE GOLD' / LENTEN ROSE HYDRANGEA MACROPHYLLA 'PISTACHIO' / HYDRANGEA MAHONIA EURYBRACTEATA 'SOFT CARESS' / OREGON GRAPE MISCANTHUS SINENSIS 'LITTLE MISS' / MAIDEN GRASS MISCANTHUS SINENSIS 'YAKU JIMA' / MAIDEN GRASS NANDINA OOMESTICA 'LEMON LIME' / HEAVENLY BAMBOO PEROVSKIA ATRI. 'LITTLE SPIRES' / DWARF RUSSIAN SAGE SIZE CONDITION SPACING QUANTITY REMARKS 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B 1.5" CAL. B & B AS SHOWN ON PLAN AS SHOWN ON PLAN AS SHOWN ON PLAN AS SHOWN ON PLAN X FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR, MULTI-TRUNK X FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR, MUL Tl-TRUNK X FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR X FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR ct£CKED FOR COMPLIANCE TO CITY STANDAFOS ENGINEER: ----------Date--.--- ----------Dote----- Date BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI ' ' ' i I • ·, i ' ' '~1JJ)~ \__ I/ STATE OF WASHINGTON G1' -.. o LAND A A "H ECT -' JEFF M. VARLEY CERTIFICATE No. 774 DEC l 1 2016 CITY OF RENTON Ct'. a. a. <( w ~ 0 >-CD <D -' 0 -' 0 - >-0 :;;; 1- u.J V) V) V) z ~ 0 r.:, i7i ii! ~ a. Ct'. 0 -z cc ~z ZQ woo () z lC) <( lC) ...J ll.. I-0 <C>< w~ ()W W QC, ~z w~ oo~ ~Cl "CC) ijjd L.z ::, ~-...J m :::c: ...Jw ~~ <( () ::, 3: >-o I U. . u. Cl) z ~Oo~ -_Ji ~<( w Cl() cc w-~Cl w 3=~ ::, .., a. a, 0 ~z "' Oo ~ ... 0 ~E-t ;;:: .Id E-tz :0 :, -i;;c:i a. uei:: '-. c,, .!: :!2 ·s I CD '-. c,, .!: C C 0 a: . . -ro :O,w :::. ~ Z' -o :::i ~~ ~ ,ii! 0 z;::::; §~ " 0 I -~ "I Oow Zz" Q -<'.5 I fl'.: w"' u 0 z Z U O ...J -u _J '"-' <C,-::> z 0 C Q ':':J z .... ~~:i_ COMMUNITY AND ECONOMIC DEVELOPMENT CONCEPTUAL LANDSCAPE PLAN PLANT SCHEDULE VALLEY MEDICAL CENTER DESIGNED JMV 08/24/2016 DATE FILE NO. DRAWN JMV 0 CHECKED AS SCALE FIELD BOOK PAGE APPROVED SHEET L-2 OF 7 DIRECTOR OF PU8LIC WORKS ~ ~ I- I- I- I- I V) V) I a.. a.. a.. 0 u N ~ co - 0 z m '; i '" CJ ';/ Q. '" ~ w Q. ~ Q. w ~ ~ u if> s ~ Q. CJ ~ 0 ~ 0 ~ Q. " w ~ X w ~ " z w ~ ~ " ;;; "' Q' 0 >--::s . I ' -.,.; 0 u (/) ::s <( N ": "' <O -0 N ..... 0 -' 0 -.,.; E "' ..... 2 0 0 0, "' "O _J I N °' 0 OCJ / 0, C ;: "' "' C 6, C "' / N en 0 OCJ -/ if> 0 0 0 ro / °"' .!!: ,;: C\I 0) 0 <X) ,- (j z m 0 "") w (j a:i ., LANDSCAPE PLANTING NOTES AND MATERIALS BCOl'E OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS ANO SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATE'.RIALS: PLANT MAitRIALS TO BE GRADE NO. I, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 260.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SDIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "I'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. ~LANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMlnED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS ANO FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES. FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1 /3 BY VOLUME SANDY LOAM, 1 /3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON-SITE MAY MEET TOPSOIL PRODUCT AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS ANO NOTED HERE-IN. D) TOPSOIL/NATIVE SURFACE SOIL/STOCKEDPILED TOPSOIL AMENDMENTS: MODIFY TOPSOIL AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNOS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-0UNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE CONCEPTUAL LANDSCAPE and IRRIGATION PLAN er 0.. 0.. <( FOR <D UW MEDICINE -VALLEY MEDICAL CENTER w --.... < 0 -STATE OF 0 --.... 0 WASHINGTON MEDICAL OFFICE BUILDING EXPANSION G D >- CT >-Cl CD ::; F) TOPSOIL PREPARATION ANO INSTALLATION: VERIFY SUBGRAOES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, ANO MULCH. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HIAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL ANO UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. BARK MULCH TO ONLY BE USED OUTSIDE OF CRITICAL AREA BUFFERS. SEE ADDITIONAL NOTES THIS SET. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI-DESICCANT: "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE ANO REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS. WALKS ANO/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HIARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS ANO STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND OETAILED. ALL TREES ANO SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. ND MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNOCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, ANO TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH COMPACTED DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION ANO PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED ANO/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH ANO SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. ovrn ALL TOPSOIL DEPTH OF .3 FEET --, TOPSOIL SETTLED (COMPACTED CONDITION) BERM HEIGHT 6" S!JBGRADE ··;,(:.· ___ :,.__._._:_.c_ 0 REMOVE EXCESS GRAVEL ~-"'~7~ . AND PAVING ,, COAl,SE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: ovrn EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE ' . u:, ;; CURB 1-1 /2" DRAIN AT LOW POINTS & 1 O' SPACING MAXIMUM -t---PAVING (SEE -{-CIVIL PLANS) 12" MAX. LIP GRADING @ PARKING LOT PLANTERS DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. ' (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN-LOCK ~ TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE .3'~ "NO 2" DEEP MULCH LAYER IN WELL. 8" TO 10" FINISH GRADE GRASS" TREE RING AND HOLD BACK FROM TRUNK PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN --./~~~""·" AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP. TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM----------_; DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE DO NOT DAMAGE LEADER DURING INSTALLATION---- (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /.3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT f'ATTERN. STAKES AND TREE TO BE PLUMB .3" DEEP SAUCER FOR WATER ------ 2" DEEP MULCH LAYER--------- REMOVE ALL TIES, WRAP & CONTAINERS. -- FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES --- DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE. OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSEL Y SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE "' ,..,-------SHRUB -PRUNE AS DIRECTED 3x THE ROOTBALL DIAMETER NOTE: BY LANDSCAPE ARCHITECT HOLD FABRIC AND MULCH 4" FROM STEM 2" DEEP MULCH LAYER WEED FABRIC 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE ct-ECKED FOR COMPLIANCE TO CITY STANDARDS ENGINEER: ~----2" MULCH LAYER ____ FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1 /2" ABOVE GRADE 1 " ABOVE GRADE JEFF M. VARLEY CERTIFICATE No. 77 4 NOTE: ·--~ REMOVE CONTAINER A~D WORK ROOTS FREE OF SOIL. I BACKFILL TO BE SETTILED USING WATER ONLY. SEE PLANT UST FOR PLANT SPACING. i ' ESS lHAN 1 GALLON Ci;ot,(TAtEFI 1 GAi.LON CONTA\tal and LAFIClEfl ( Fl.ANTED EC\ OfE 1!,U-a-1 ) ( PLANTED EC\ OfE I.U..a-1 ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM ~ EDGE OF PLANTER . ·--.. ,'{O AS NOTED ON PLANT UST f .. •··. .-'-·---~---~-+---SPACING AS CALLED OUT ON PLAN/PLANT UST BED LINE EDGE--~· CURB/WALK ~-·· HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL ~PACING DETAIL NOT TO SCALE ~--------2" MULCH LAYER ~-------1" MAX. TOP OF CURB TO TOP OF MULCH MULCH AT CURB DETAIL NOT TO SCALE FINISH GRADE AT ----- 4: 1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1" MAX. J < LAWN CONDITION -----2" MULCH LAYER -----TOPSOIL AS SPECIFIED -----FINISH GRADE AT 3: 1 SLOPE MAXIMUM 10: 1 SLOPE MINIMUM -----PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK MIA..CH CONOOION (CURB SIMILAR) DEC ! 2 2015 PLANTER SECTION ~ET AIL NOT TO SCALE CITY OF RENTON I-w Vl Vl Vl z w Cl'. 0 ('.) vi 0 Cl'. 5 £L w er 0 z a: ~~ w Cf.) 0Z IO <( IO ..JO.. ljjO <( >< CX) oWWO> oc,~z wz ooO ~o-uo jjjd L..z ::, ij-...J CD J: ...Jw ~~ <(o 3: >a: 0 ~ I U. Cf.) Z wo 0 0 ~...J ij!z Q<( w Oo a: w-~o w 3:~ :::, -a. "' 0 ~z U) .:L Oo ~ 0 ;;:: ~E-t ,\! E-tz :0 :, -i;.:i 0.. u~ ........ o> C :!2 "3 " CD ........ o> ·'= C I C 0 0: ~ -. '• nm ~- "O 0~ F i~ ,~ o" !:::!~ " 0 " "-~~~ t:_) -<..> a: w (() Oz jj O ::l ,~, 0~ ~ z I-;5 ~ .,._ • COMMUNITY AND ECONOMIC DEVELOPMENT CONCEPTUAL LANDSCAPE PLAN NOTES and DETAILS VALLEY MEDICAL CENTER ~ 3 • ____________ Dote _____ _ BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 DESIONED JMV 1--====-=====--j .D:::A:_::TE:_=c:O=B/=2=4=/=2=0 =I 6=--l'.F_:::ILE::..::N.:::0·~=====-1 DRAWN JMV >- ____________ Date _____ _ (425)251-6222 CHECKED AS SCALE FJELD BOOK PAGE~ Dote { 425)251-8782 FAX CONTACT: DAN BALMELLI APPROVED ---·foREC !CR OF PUBLIC WORKS SHEET L -~-OF __ ?__ I-- I-- I-- I-- I (/) (/) I a_ a_ a_ 0 u 0 z m ~ i, "' t.'.J u <C cc m "' w cc <C cc w ~ <C u "' ~ 0 ~ cc CJ " a ~ g cc "' w "' X -:1' X "' Q'. 0 >-::. " - II ' -~ 0 u (/) ::. <( N ..,. m '"' 0 N " 0 --.... 0 '" E e= " 2 0 0 "' " 'O _j I N °' 0 ro / "' C -~ "' "' ·" O• C <LJ / N m 0 0::, / "' 0 0 0 00 / Q ~ [;: () z m 0 "") Ll! 0 O'.i th 1==1 y I I I I I I I I 1"=20' I I I I f__---~-7 / -\ \ I I I ! I I / / ' ) 1· '""'-..... I ' .J // I / (/ I I I CONCEPTUAL IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION ~f:::::_tf---!.'f-r'=3~~s~c:=~~;~=~===~,:--~~=J::~.-==r/ _ _.:..---:--:_--_:_=-f-:y/=-::-__ =-::_ ~====rj~;r::---=-=~~:::=::--·i=-... :===. ~:=,· ==i;;·--';;;;:-· --~~' ~-~·-'=,··· / / / / / ( ~~ ~-! I I J I I I / / I I I I I I I I I I I I I I I I I I I I I I I I (~J " ~I I I I I I I I I I / I / I I I I I / / I J I I ) I I I I ct£CKED FOR COMPLIANCE TO CITY STANDARDS --------Date~--- --------Date ___ _ Date ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI JEFF M. VARLEY CERTIFICATE No. 774 DEC 1 2 2016 Cl:'. a.. a.. <( I-- I-- l-------+--+----l---+--1---1 I-- ~ 1-- w " ~ ~ I d V) 1------+----+---1-----I---I--I V) I l-----l---+---1-----1---1--1 0.... >-w <fl <fl <fl w z "' 0 <.:> ii'i 2E G'.i a_ Cl:'. 0 -z ~z Oo ~ E-t E-t z -~ u 0:: ~ ...; Cl. Q) C) IJ) -"' ... ~ • !,! ]5 ::, a.. '-"' C ~ ::, CD '-"' C: 'i: C 0 a: ~ -. '• "• ~- 'o ~~ z d !z.:: offi ,, " 0 " ~ C a 0.... 0.... 0 u 0 z m s: § Q w " 0 ~ 0 ~ Q i_;,:-w " X CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT CONCEPTUAL IRRIGATION PLAN VALLEY MEDICAL CENlER DESIGNED JMV 08/24/2016 DATE FILE NO. DRAWN JMV CHECKED AS SCALE FIELD BOOK PAGE_ APPROVED SHEET L-4 OF 7 o,HEClOR OF PU8LIC WORK"; 't ->< "' Q'. 0 >-:::, -- ' -;,,; 0 u U) :::, « "' ':': "' (l) -0 N ' 0 ._____ 0 -i,; E ;= ._____ <V 0 D O> "' " _J I N a, 0 O'J / O> C ·c '" <V C '6, C <V / N a, 0 CX) / "' 0 0 0 aJ / 0: ~ ;;: (j z en 0 ""') Ll! 0 a::i CONCEPTUAL IRRIGATION PLAN -IRRIGATION SCHEDULE FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION IRRIGATION LEGEND NOTE: THE PROPOSED IRRIGATION SYSTEM SHOWN IS TO CONNECT TO AN EXISTING SYSTEM. CONTRACTOR TO MATCH EXISTING EQUIPMENT AND COMPONENTS FOR NEW SYSTEM. CONTRACTOR TO ALSO CONNECT TO EXISTING IRRIGATION MAINLINE AND CONTROLLER. THIS IS A BIDDER-DESIGN IRRIGATION SYSTEM FOR THE PROPOSED ADDITIONS. THE LANDSCAPE CONTRACTOR IS TO NOTIFY OWNER AND LANDSCAPE ARCHITECT IN WRITING OF ANY DEFICIENCIES IN THE PROPOSED SYSTEM THAT WOULD NOT ALLOW THE SYSTEM TO PROVIDE WATER IN PROPER QUANTITIES. SYMBOL SYMBOL - • P.O.C.~ DRIP EMITTER HUNTER LANDSCAPE DRIPLINE COMPONENTS WITH HUNTER COMPRESSION FITTINGS AND ADAPTERS ICZ-101-LF WITH 40 PSI PRESSURE REGULATOR PLD-04-18-250 DRIP EMITTER TUBING 0.40 GALLONS PER HOUR FLOW, EMITTERS 18" O.C. AIR/VACUUM RELIEF RELIEF VALVE KIT, IN VALVE BOX GALVANIZED TIE-DOWN STAKES, AT 3' ON CENTER MANUFACTURER DRIP IRRIGATION: HUNTER ICZ-101-LF VALVE ONE VALVE PER BOX HUNTER SOLAR SYNC WIRED RAIN SENSOR. COORDINATE RAIN SENSOR LOCATION WITH ARCHITECT. INSTALL EXPOSED TO WEATHER HUNTER PRO-C 12-STATION (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. EXTERIOR MOUNT TO BUILDING HUNTER 3/ 4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) KEYS AND SWIVELS PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX MAINLINE -SCH 40 PVC ( 18" COVER); SIZE PER PLAN, 1-1 /2" SIZE MINIMUM LATERAL -SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE -SCH 40 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4" SIZE MINIMUM IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. ALL IRRIGATION CONNECTIONS AND FITTINGS SHALL BE LEAD-FREE SCH 40 PIPE SIZING CHART PIPE SIZE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) INSTALLATION LANDSCAPE CONTRACTOR TO COORDINATE IRRIGATION PARTS MANUFACTURES WITH ON-SITE LANDSCAPE MAINTENANCE CONTRACTOR AND THE FACILITIES MASTER PLUMBER, BOB NELSON, WHO CAN BE REACHED AT 425-246-0555 OR EMAIL: ROBERT_NELSON@VALLEYMED.ORG SPRAY IRRIGATION: HUNTER ICV-101G (1") OR 151G (1.5") VALVE ONE VALVE PER BOX WILKINS 950 XLT-1-1 /2" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 -BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES # 1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID ctECKB) FOR COMPLIANCE TO CITY STANDAADS ________ Dote ___ _ ________ Date ___ _ Dote ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425 )251 -6222 (425)251-8782 FAX CONTACT: DAN BALMELLI : ' ! i i : ~GH~<,~ y. l!t~.· ~~ "" .. · ,i,>=> '"'·.·)· ~ . -·--··• .. ,,,. ~ (') ~· (.) O r~tr:r iprn.;l!'\ ~ ~ ·~I'.~, c,': '1 ?-' '<, <1:- 1 ~GENG\~~ ~~~I \,__ I/ STATE OF WASHINGTON ~:W'" --. JEW M. VARLEY CERTIFICATE No. 774 DEC 1 2 2016 CITY OF RENTON 0:: 0.. 0.. <( w !;;: 0 >-m <O -" 0 -" 0 - >-0 ::; >-w (/) ~ w :z "' 0 c., vi 0 "' G'.i 0.. 0:: 0 -:z -- -- COMMUNITY AND ECONOMIC DEVELOPMENT -Cl. a, 0 CONCEPTUAL IRRIGATION PLAN IRRIGATION SCHEDULE VALLEY MEDICAL CENTER DESIGNED JMV 08/24/2016 DATE FILE NO. DRAWN JMV CHECKED AS SCALE FIELD BOOK PAGE APPROVED SHEET L-5 OF 5 D:REC fOR OF PUBLIC WOHKS I-- I-- I-- I-- I (/) (/) I a.. a.. a.. 0 u w ~ 4 0 r 0 ~ Q '-w "' X ~ g .; ~ X :,: °' 0 >-2 . I ' -~ 0 u Vl 2 <( " ... m <O 0 N "... 0 "... 0 - ID E ,.:: "... 2 0 0 m "' " _j I N 0, 0 OCJ / m C: C: © © C: 6, C: ID / N m 0 C(J / u, 0 0 0 C(J ~ a. ~ LL 0 z (l) 0 "'") w 0 a:i TIIENCH cotOIT10N r--.r-----.;;;;;::'.:'.:'.~~~:">---1----FINISH GRADE O C O 0 tP ) 0 0 PAVING SEE -----/ a ~oCffio CIVIL PLANS SI FfVF CONDITION -------,'-----COMPACTED BACKFILL o AT 90% DENSITY (TOPSOIL) '/--iQ o'--0° AT 95% DENSITY-------11-',o~- (STRUCTURAL) SLEEVE(S)---- 6:;-,, ~0-:::F:FS::::E:-::T:-'pi((i) __ _:__--/-----PVC LATERAL NOTE: PVC MAINLINE VALVE WIRING ----, ALT. WIRE SLEEVE--~ ~--PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" PVC MAINLINE/LATERAL ----'s:::::_;::2:_:_::_.:::;J__:::J...-'L DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL ., NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED B) C) D) CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.0.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OYER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. I 1 . INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE ( 1) YEAR WARRANTY /GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. SYSTEM HAS BEEN DESIGNED FOR 32 GPM AT 30-40 PSI. STATIC PRESSURE BY WATER DEPARTME'.NT TEST /CALCULATION 90-95 PSI. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 8. 9. A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS-BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS-BUILT" LOCATIONS. SIZES AND KIND OF EQUIPMENT THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.0.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER. FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER T,HIS CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE-SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS-BUILT" DRAWINGS AND CONTROLLER CHART. CONCEPTUAL IRRIGATION PLAN NOTES AND DETAILS er a. a. <( I-- I-- FOR '-------1----'---'----'--,___, I-- '!?. 1-- UW MEDICINE -VALLEY MEDICAL CENTER ,------'---JUMBO VALVE BOX WITH LOCKING LID w '-~ ~ I 0 (/) 1------1--=--1------1--1--l---1 (/) MEDICAL OFFICE BUILDING EXPANSION -----PVC SCH 80 UNION ,----~ WILKINS 600 PRES. REDUCING VALVE AS NECESSARY I l---~-1----1--l--l---l a.. PER MANUFACTURER'S SPECIFICATIONS ,-----------MOUNTING BRACKET SECURE PER MANUFACTURER'S SPECIFICATIONS i---------------------WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAIN SENSOR DETAIL NOT TO SCALE 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 1 O" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. - 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 35 76-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES 18. 19. 20. 21. FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE OUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS ANO TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFILLING IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER ' PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. PVC SCH 80 UNION -~ CHECK VALVE ASSEMBLY--~ PER DETAIL THIS SHEET PVC SCH 80 UNION ----~ QUICK COUPLING VALVE----~ NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND CAP ON DISCHARGE SIDE OF MEETING METER STOP IRRIGATION WATER METER -PER CITY STANDARDS ~<-Pv_c ___ lPER CITY STDS. ) /:= u /:= u POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE ,------------------PVC SCH 80 SxT 90' ELBOW ---------------PVC SCH 80 UNION ,--------------WIRE WITH WATERPROOF WIRE CONNECTOR -TYPICAL ,-:-i~w~=!Jt__r;===t=-=-=t:-==r-=====;i!J,.-1.1\1,I J1 I.Ji 1,1-1lu.11..i.1111111,u_1 L' FINISIH GRADE 11=1 ' 1111111-111 ~ <( 0 ~ >- 'ro 'tf-"l"--,,IJ,~,----------\ii:;:::::::J-j...j;::::;._ ___ SPARE WIRE WITH WATERPROOF li .. 1111 IL WIRE CONNECTOR ON CUT END ~·-....+-+· ·+·----VALVE BOX 11 U WITH COVER PVC LATERAL g, i7l el 111 11 E:' 11 i' 11 1 DC <( "' ~ u I i' II ' N '' 0 JII TO SPRINKLERS kr-"7'"-6'b-crt:,-.,A~,,,-4,;:,"ro-t-....... ·-"------PVC SCH 80 NIPPLE AND FEMALE ADAPTOR -----PVC SCH 80 UNION ,"---.------PVC 'SCH 80 NIPPLE, '-----------REMOTE CONTROL VALVE; BODY CLEAR OF SUMP NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. 1 C.F. 7 /8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE REMOTE CONTROL VALVE ASSEM~L Y NOT TO SCALE / 0 VALVE BOX WITH COVER FINISH G~ADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7 /8" GRAVEL SUMP MARLEX ELL -TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE JEFF M. VARLEY CERTIFICATE No. 774 OF[ J 2 or•r ·--,) L.i..1,0 CITY OF RENTON I-..... (I) Vl (I) z w 0:: 0 (.') i7i 0 > 0:: a. w er 0 -z ~z Oo ~~ ~z -i::.:l uei:: ~ COMMUNITY AND ECONOMIC DEVELOPMENT -a. "' 0 "' .:,; '-0 :;: ,\! J5 ::, 0.. '-0, C '6 ·5 O'.l '-0, C C C 0 a: m m --. ~ro <m ~--o ~ z ~ ~ ctECKB) FOR COMPLIANCE TO CITY STANDAFOS ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH CONCEPTUAL IRRIGATION PLAN NOTES and DETAILS VALLEY MEDICAL CENTER ___________ Dote ____ _ KENT, WA 98032 DESIGNED JMY 08/24/2016 DATE FILE NO. DRAWN JMV Gi ~ ___________ Date ____ _ (425)251-6222 CHECKED AS SCALE FIELD BOOK PAGE~ Dote (425)251-8782 FAX CONTACT: DAN BALMELLI APPROVED SHEET L-60F 7 DIRECTOR OF PUULIC WORKS a.. a.. 0 u "' a, 0 tO - 0 z rn 0 ~ ~ v, w ~ a r g ~ " w ~ X w , " z w ~ C: © ~ "' Q'. 0 >-:,; . - II ' -'" 0 u (/) :,; <( ... ":': a, '° 0 N ......_ 0 ......_ 0 - '" E i-= ......_ 2 0 0 "' " " _j I N m 0 00 / cr, C ·~ " .s a> C " / N a, 0 o:J -/ en 0 0 0 o:J / ~ ~ ii: (\I 0) 0 co .... () z rn 0 J w u o:i CONCEPTUAL IRRIGATION PLAN NOTES AND DETAILS ~ a. a. ~-----------FROM IRRIGATION WATER SERVICE EQ EQ ------DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12" MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID -------<fTrr;;.a.-----DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES ANO T.EST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITl~N, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN '-lfC'-------PVC SCH 80 NIPPLE ANO FEMALE ADAPTER '-H-----PVC SCH 80 UNION -TYPICAL 'It-----PVC SCH 80 NIPPLE -TYPICAL -----BLOC~; AS NECESSARY WITH BRICKS AT BASE OF BOX NOTE; INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE POP-UP -----,,.p PAVING-----"0c.,.-~-- ~------:•-' 6" CLEAR OF · i, ' . OBSTRUCTION SPRINKLER -----+-+==HH=::. ~---ADJUST ANGLE AT SLOPE COVERAGE FLUSH AT LAWN AND FLUSH WITH MULCH LINE I CONDITIONS. 50% OF SLOPE ANGLE -TYPICAL SPRINKLER ____ ..,, -PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) PVC LATERAL------p,---U "------l_ _ _J-~ NOTE; MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION ANO ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE rr==m-:::~~~kl--------lRRIGATION CONTROLLER. SEE IRRIGATION SCHEDULE lllf---lF......,~""""--------GALVANIZED. METAL CABINET FOR CONTROLLER U=d[@;~~~~~------:LINE VOLTAGE OUTLET FOR IRRIGATION CONTROLLER INSIDE PEDESTAL (OUTLET NOT SHOWN) r-++--------3/4" POWER CONDUIT: SIZE, TYPE, DEPT,H PER LOCAL CODE .-+-,__ ______ GROUND Wli~E CONDUIT, MIN. 1 1/2". GROUND PER ASIC GUIDELINES PEDESTAL 8ASE: CONCRETE ~------OR PREFABl~ICATED FINISH GRA~E IRRIGATION CONTROLLER PEDESTAL MOUNT -------,.: NOT TO SCALE i' I •'I' " ., FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION . . . . . . . . . . . . . . . . . -. . . : . . . . . : . . . . . . . . . . . . . . . . ,,-----SEE LANDSCAPE PLAN FOR CONDITIONS ,.,----HUNTER PLO 04-18-250 DRIP LINE ,.,---LATERAL TO PLO CONNECTION ~--DRIP CONTROL VALVE HUNTER: MODEL ICZ-101-25(40) LATERAL PIPE TO HUNTER PLO ~0~;_:_------HUNTER PLO TEE ~icr-:--.C,,..:..,..--------TUBING STAKE . . . . . . . . . . . : : : : : ; ~: >: :dx~: :{:::2:: ~------FLUSH VALVE NOTES: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. STAKE TUBING DOWN EVERY 5' AND WITHIN 1' OF ALL FITIING OUTLETS. 2. DO NOT EXCEED 5 FPS WITHIN TUBING. IF SIZE OF DRIP AREA CREATES VELOCITIES GREATER THAN 5 FPS, USE STANDARD LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE DRIP AREA. 3. INSTALL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY POINT. 4. THOROUGHLY FLUSH LATERAL AND DRIPLINE PRIOR TO FINAL CONNECTIONS. 5. TEST DRIP LINE FOR PROPER OPERATION PRIOR TO COVERING DRIP EMI I I ER TUBING NOT TO SCALE ~§W.~?N~~~---~·-COMPRESSION ELBOW TYPICAL BRICK SUPPORTS PVC PIPE 2 C.F. 7 /8" WASHED GRAVEL SUMP AUTOMATIC FLUSH VALVE DETAIL NOT TO SCALE /_ FINISH GRADE NOTE: .,....--·--6" ROUND VALVE BOX ,---AIR/VACUUM RELIEF VALVE 1/2" PVC TEE ,.--COMPRESSION ADAPTER TYPICAL ORIPLINE -TYPICAL OR BLANK TUBING -TYPICAL 1 C.F. 7 /8" WASHED GRAVEL SUMP ""*-+----BRICK SUPPORTS AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2" AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE FINISH GRADE PRESSURE REGULATOR -PVC LATERAL SCH. 80 UNION ,~ 1 C.F. 7 /8" WASHED GRAVEL SUMP REMOTE CONTROL VALVE, PRESSURE REGULATOR AND FILTER o'ET AIL I NOT TO SCALE ~------------PVC SCH 80 SxT 90' ELBOW ~-------~•--WIRE WITH WATERPROOF CONNECTOR -TYPICAL T-:Jl~WJ=g;l}:!r;::::="=1=-==:~====::::;i!~l,w.J,w.l.!., ll' LL, LL.I, FINISIH GRADE '>l-$ir'l,------41==i+l=-'.--SPEAR WIRE WITH WATERPROOF ' WIRE CONNECTOR ON CUT ENO 11-aJ-f-Fc~--VALVE· BOX WITH BRICK SUPPORTS ANO EXTENTIONS AS REQUIRED PVC LATERAL TO SPRINKLERS k)-,~-ef'l:..,_~-r-,::,--<s~-,,..,..-,,+..-,:----. -PVC SCH 80 NIPPLE ANO FEMALE ADAPTOR ' \_);,ct-J-'c=ic----.--PVC SCH 80 UNION ;--"li',-::C..:.-"-~¥-'c::.....s;,~'"'-C--"1'-F:,r-----PVC SCH 80 NIPPLE ~+------•-. -REMOTE CONTROL VALVE; BODY CLEAR OF SUMP "-----L ___ _J---->s:--~-"=d!...-----!L_ 1 ·cs. ·'7 /8" ·WASHED GRAVEL . SUMP NOTE: PVC MAINLINE ONE VALVE PER BOX. PVC SCH 80 NIPPLE PROVIDE EXTRA COILS ( 18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. ' REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE 12" 4" PVC CROSS TO COMPRESSION ADAPTERS TYPICAL PVC SUPPLY MANIFOLD NOTES; DRIPLINE -TYPICAL FLOW FR.:.:O::.::M::..----- VALVE GALVANIZED TIE-DOWN STAKES AT 3' O.C. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND LATERAL SPACING. RATIO OF LATERALS TO START MAY VARY PER HYDRAULIC DEMAND. CENTER-FEED SUPPLY SUB-MANIFOLD DETAIL NOT TO SCALE <( "' -w '-. I-0 c3 -'-. STATE OF 0 - WASHINGTON >- G D >-0 m :l; .... w V) V) V) z w tr 0 (.'.) vi 0 tr 5 a. w ~ ci z a: ~z ZQ woo ()z LO <( LO ...J (l. I-0 <C>< w~ ()WW -c,~z 0 z 0 w_ ~ ~o "Oc:J (ij ::::! L. z ::> ij- ..Jal J: ...Jw J:~ ~() !5;: I U:::0 ~ LL Cl) Z ~Oo~ -_J ij Q<( w 0 () a: w-~o w ;:~ . ·:.O a. OJ 0 ~z !/) .:.:. Oo '-0 :;;: ~E-t ,,! E-t z :0 :, -i:.:l a. u 0:: '-O'> .!: -0 :, I m '-O'> .£ C I C 0 i:[ m m -. '• Co, g:: ,- -o ~~ zz ~6 'z;:: o" NU "> 0 i Ca ~~~ i •uc ~ 0 Z UQU :i O 2 u a :'.J 7 I- """ :ii - DEC 1 2 2016 CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT ctECKED FOR COMPLIANCE TO CITY STANDARDS ENGINEER· BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH CONCEPTUAL IRRIGATION PLAN NOTES AND DETAILS VALLEY MEDICAL CENTER KENT, WA 98032 DESIGNED JMV 08/24/2016 DATE FILE NO. DRAWN JMV ----------Date ____ _ c; " ~ ( 425)251-6222 (425)251-8782 FAX CHECKED ----------Date ____ _ AS SCALE FIELD BOOK PAGE_ CONTACT; DAN BALMELLI SHEET_L -7 OF 7 APPROVED DIRECTOR OF PUBLIC V!ORKS Date I- I- I- I- I Ul Ul I a.. a.. a.. 6 u N "' @ 6 z m ~ ~ ~ w u ~ Q ~ Q w Q < Q w ~ < u ~ r C: " w \i 0 § Q " w ~ X w > C z w ~ ~ "' :" X .. " "' 0 >-2 -- II ' -J!2 0 u lf) 2 <( "' "" "' <O -0 N '-. 0 '-. 0 -iv E ..= '-. "' 0 0 "' " "O _j I N m 0 co / a, C ·~ "' .s a, ~ a., / N 0, 0 co -/ w 0 0 0 OJ /. 0.. "' [;: 0 z (I) 0 -, w (j o:i 0 10 20 40 - LINE OF STANDARD BUFFER BSBL LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXP ANSIONJ CRUSHED ROCK WEST OF PARKING GAR~GE <' \ \ \ \ I • \ \ I I I / I /' ,/ { I EXISTING VEGETATION TO REMAIN. RETURN TO PRE-CONSTRUCTION CONDITION AFTER IRRIGATION MAINLINE IS INSTALLED ·• I 'iJ '· ·1 1:·:-1 I ., :) \ r ·:r I \ '. ,:•t• I l i;:;1 t:i \ I \ . ,<:, f -14-~ I I ,f \ ' \/ \ '1 ( \ . \ I ' I I --' j I . I I I ; V /1 WATER SERVICE MATCHLINE: SEE SHEET L -2 ctECKED FOR COMPLIANCE TO CITY STANDARDS ----------Dote_~--- ----------Dote ____ _ Dote ~'9 ('~ ~~,(- ORDINARY HIGH WATER / / EXISTING BUILDING ----,1-------------/ 7 DO / PLANTSALALTHROUGHOUT LANDSCAPE BEDS1 IN THIS AREA - ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425 )251 -6222 (425)251-8782 FAX CONTACT: DAN BALMELLI DESIGNED DRAWN CHECKED APPROVED 0:: 0.. 0.. <( w >-<( 0 STATE OF WASHINGTON G D >-(D z Q V1 5 w 0:: 0 z ~z Oo ~E-t E-tz -~ u~ ~ 3" DEPTH ARBORIST WOOD CHIP MULCH WHERE DIFFERENCE BETWEEN RAMP AND FINISH GRADE IS LESS THAN 4' w cl 0 w ~ ~ i/ ~ DEC 1 '2. 2016 CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT LANDSCAPE PLAN NORTH VALLEY MEDICAL CENTER JMV 1010/2016 DATE FILE NO. JMV AS SCALE FIELDE,OOK DIRECTOR OF PIJELIC WORKS SHEET L-1 OF ...; C. " 0 (I) X ... 0 ~ . ',! :i:i ::, 0.. '-"' C: ~ ·5 [D '-"' . !: C: C: 0 a: C " -. ~-"" g; .- -a " z 5 ~ > ~ ~ PAGE~ 7 I- I- I- I- I (/) (/) I CL CL CL 0 u N a, 0 a:, 0 z m ~ CJ ~ 0 ~ 0 ~ "- Cc w "' X " i< "' 0-: 0 >--::, . - II ' -'" 0 u (/J ::, D.. -S'! - <.O -0 N ' 0 ' 0 - <V E e= ' " 0 0 O' " " ..J I N m 0 OJ / O' C ·~ " ·'= O' C " / N m 0 OJ / "' 0 0 0 OJ / a: ..2:! ~ ~ 0 00 ..- 0 z (I) 0 --:, w 0 cii -----·-----· ------- ' I ~ I ·· 1 I 1"•20' L I I i) ' I \ I I I \t I ' I \ LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXPANSIO~i t • ' ,·. EXISTING SIDEWALK - EXISTING BUILDING "' . -.---, CAN Of LO/\Dl1' PLANT SCHEDULE SYMBOL @ @ ~ @ @ @ @ @ ® @ @ ® ® Q @ NO HATCH. SEE PLAN BOTANICAL/COMMON NAMES TREES: PINUS CONTORTA VAR. CONTORTA / SHORE PINE THUJA PUCATA / WESTERN RED CEDAR ACER CIRCINATUM / VINE MAPLE ACER PALMATUM 'SANGU KAKU' / 'CORAL BARK' JAPANESE MAPLE PSEUDOTSUGA MENZIESII / DOUGLAS FIR SHRUBS: SPIRAEA BUMALDA 'GOLDFLAME' / SPIRAEA POLYSTICHUM MUNITUM / SWORD FERN MAHONIA NERVOSA / DULL OREGON GRAPE PHYSOCARPUS OPUL. 'DONNA MAY' / 'LITILE DEVIL' NINEBARK ROSA GYMNOCARPA / BALDHIP ROSE MAHONIA AQUIFOLIUM / TALL OREGON GRAPE VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY RIBES SANGUINEUM / RED FLOWERING CURRANT SYMPHORICARPOS ALBUS / SNOWBERRY MYRICA CALIFORNICA / PACWIC WAX MYRTLE CALAMAGROSTIS ACUTOFOLIA 'KARL FOERSTER' / REED FEATHER GRASS PENNISETUM ALOP. 'HAMELN' / FOUNTAIN GRASS NANDINA DOMESTICA 'MOON BAY' / NANDINA LAVANDULA ANGUSTIFOLIA 'HIDCOTE' / LAVENDER HELICTOTRICHON SEMPERVIRENS 'SAPPHIRE' / BLUE OAT GRASS GROUNDCOVERS: GAUL THERIA SHALLON SIZE CONDITION SPACING 6' HT. MIN. AS SHOWN· B & B ON PLAN 6' HT. MIN. AS SHOWN B & B ON PLAN 5 GALLON AS SHOWN CONT. ON PLAN 8' HT. AS SHOWN ' B & B ON PLAN 6' HT. MIN. AS SHOWN B & B ON PLAN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 2-GALLON AS SHOWN 1-GALLON AS SHOWN 2-GALLON AS SHOWN 1-GALLON AS SHOWN 1-GALLON AS SHOWN 1 GAL. 24" O.C. BERGENIA 'DRAGONFLY ANGEL KISS' / ELEPHANT EAR 1 GAL. 24" o.c. ct£CKED FOR COMPLIANCE TO CITY STANDARDS ----------Date ____ _ ----------Date ____ _ Dote ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI . ' 1: QUANTITY 2 5 10 6 3 29 9 40 10 68 117 21 12 33 25 41 30 24 14 14 AS REQ'D AS REQ'D I- I- 1----+-+--l--+-+--I I- I- I U1 L---+-J--J-_j_J___J U1 STATE OF WASHINGTON G D >-[D I L---+-l--l--1-4--1 a.. REMARKS JEFF M. VARLEY CERTIFICATE No. 774 FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND BUSHY FULL AND BUSHY, NATIVE FULL AND BUSHY, NATIVE FULL AND BUSHY FULL AND BUSHY, NATIVE FULL AND BUSHY, NATIVE FULL AND BUSHY, NATIVE FULL AND BUSHY, NATIVE FULL AND BUSHY, NATIVE FULL ANO BUSHY, NATIVE FULL ANO BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES DEC I 2 2016 z 0 i7i c5 a:: 0 z CITY OF RENTON DESIGNED DRAWN CHECKED APPROVED COMMUNITY AND ECONOMIC DEVELOPMENT LANDSCAPE PLAN SOUTH VALLEY MEDICAL CENTER JMV 1010/2016 DATE FILE NO. JMV AS SCALE FIELD BOOK rnr<ECTOR ()F P\,IKIC l'IORKS SHEET _L -2 OF ~ C. a, D PAGE_ _J__ a.. a.. 0 u iv 0 u {/) <O 0 N 6' " 0 -/ "' 0 0 0 ro () z (D 0 ""') w () lii LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL DTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED. TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -00 NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO EJE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 260.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT: "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, '?ECURELY CONTAINED AND F'R,OTECTEP FR,0,M INJURY AND DESICCATION. PLANTS omERMINED BY LANDSCAPE ARCHITECT TO tl~VE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES DR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. ' A) TOPSOIL: TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON-SITE MAY MEET TOPSOIL PRODUCT AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS ANO NOTED HERE-IN. D) TOPSOIL/NATIVE SURFACE SOIL/STOCKEDPILED TOPSOIL AMENDMENTS: MODIFY TOPSOIL AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-PDUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-0UNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNOS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE LANDSCAPE and IRRIGATION PLAN Cl:: a. a. <( FOR , lJJW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXP ANSIOM F) TOPSOIL PREPARATION AND INSTALLATION: VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MUl;CH. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TD A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PA~KING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOF: A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF -INCH ( 1 /2") SIZE, TO ONE-QUARTER ( 1 / 4"), I.E., "FINE," HEMLOCK/FIR BARK. BARK MULCH TO ONLY BE USED OUTSIDE OF CRITICAL AREA BUFFERS. SEE ADDITIONAL NOTES THIS SET. STAKES: 2-INCH DIAMETER BY 8-FODT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI-DESICCANT: "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/DR OTHER ADJACENT HAROSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS JOENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. ND MECHANICAL COMPACTION. SHRUBS: INSTALL; SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVA"fE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH COMPACTED DEPTH. UTILITY I CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARAflON FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT DR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRHIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. OVER ALL TOPSOIL DEPTH OF 3 FEET --~ TOPSOIL SETTLED (COMPACTED CONDITION) BERM HEIGHT 6" SUBGRADE-' .. ;··:;·.·.1>, :~~O¥fv1~icESS GRAFVREOCM ~~ COARSE TRANSITION __/ TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE ;;- CURB 1-1 /2" DRAIN AT LOW POINTS & 1 O' SPACING MAXIMUM -t--PAVING (SEE -4--CIVIL PLANS) 12" MAX. LIP GRADIN~1 @ PARKING LOT PLANTERS DETAIL NOT TO SCAL~ PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. / (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN-LOCK ~> TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'¢ "NO 2" DEEP MULCH LAYER IN WELL. 8" TO 1 O" FINISH GRADE GRASS" TREE RING AND HOLD BACK FROM TRUNK PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN ---"-' AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM,----------~ DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE DO NOT DAMAGE LEADER DURING INSTALLATION---~ (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER------- 2" DEEP MULCH LAYER-------~ REMOVE ALL TIES, WRAP & CONTAINERS. -~ FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES----.. DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSEL Y SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE 3x THE ROOTBALL DIAMETER NOTE: SHRUB -PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD FABRIC AND MULCH 4" FROM STEM 2" DEEP MULCH LAYER WEED FABRIC 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER. AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 / 3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE ct£CKED FOR COMPLIANCE TO CITY ST ANDAFIDS ------------Oat•-~---- ------------Dote _____ _ ENGINEER: ~----2" MULC(H LAYER ' ~---FEATHEf\ EXCESS SOIL UNDER MULCH ' 1" MULCfH AT CROWN 1 /2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER SEE PLANT LIST FOR PLANT SPACING. I EPP Jl:lAN 1 GAU,,ON CONTAtER .. ( PLANTED EIEFOflE Ml.LO-I ) ) :~ ONLY. 1 GALLON CONTAIIIER end l,Afj(lEFi ( PLANlED EEi OAE MLLCH ) GROUNDCOVEA PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM -- EDGE OF PLANTER AS NOTED ON PLANT LIST ·• · ,._~_.,. SPACING AS CALLED OUT ON PLAN/PLANT LIST BED LINE EDGE--~ CURB/WALK HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT NOTE: LIST THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACIMG DETAIL NOT TO SCALE ,,;., _., ·,·-· .• ---:::, _______ 2" MULCH LAYER ~------1" MAX. TOP OF CURB r, TO TOP OF MULCH l'.:'l~l'n .. " 4 4 MULCH AT CURB DE11AIL NOT TO SCALE FINISH GRADE AT ----- 4: 1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1'' MAX. . < ~----2" MULCH LAYER ~----TOPSOIL AS SPECIFIED ~----FINISH GRADE AT 3: 1 SLOPE MAXIMUM 10: 1 SLOPE MINIMUM ~----PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK LAWN CONDITION Mll..CH CONDITION (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE DEC 1 2 1.G16 CITY OF RENTON w I- <( Cl >--CD z 0 vi 5 w Cl:: 0 z ii ~ 0 " " C < COMMUNITY AND ECONOMIC DEVELOPMENT LANDSCAPE PLAN NOTES and DETAILS BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH DESIGNED VALLEY MEDICAL CENTER JMV DATE 1010/2016 FILE NO. KENT, WA 98032 DRAWN JMV (425)251-6222 CHECKEO AS SCALE -~---~-FJELD BOOK z ! 0 SHEET L-3 OF APPROVED Olc?ECTOR OF PUBLIC WORKS (425)251-8782 FAX CONTACT: DAN BALMELLI Dote -Cl. (l) Cl .\! :0 :, a. --..... 0, C :§ '5 CD --..... 0, C 'i: C 0 ii: ~ 5 a ~ " 0 C PAOE_ 7 1-- 1-- 1-- 1-- I (/) (/) I a.. a.. a.. 0 u N O> 0 co ~ 0 z m 's w " 0 ~ 0 ~ ~ ~ w ~ X w ~ ~ z w ~ ~ 1' X y 0.: 0 >-::,; . ~ II . ~ ru 0 u (/) ::,; Q " c:; ~ <D ~ 0 N -..... 0 ~ -..... 0 ;,; E ;.= ---.... 2 0 0 "' " "O _j I N °' 0 Cf) / "' C -~ "' .e O' C ru / N o, 0 C() / "' 0 0 0 co / iL _;!! C: C\I 0) 0 co ..... 0 z m 0 """) LI-! 0 a:i ., TREE RETENTION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER -NORTH GARAGE EXP ANSIO~~ ! DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ______ ____..Ren toll TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 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' 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: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in allicommercialjand industrial zones 5. List the number of 6" in diameter, or alder or cottonwood 1:rees 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. Mu)tiply line 6 by 12" for number of required replacemen, inches: 8. 6.9 7 0 -- 0 trees trees trees trees trees trees trees trees trees trees inches Proposed size of trees to meet additional planting requirernent: (Minimum 2" caliper trees required for replacement, otherwise ent~!r 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 a\ 4.5' above grade. ! '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. 1 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. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number bf 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 atleast six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 I H ;\CE'D\Data \forms-T emplates\Self-Help Handouts\Planning\ Tree Retention Worksheet.docx 08/2015 ' ··1,0 J'" _._,, _ 'i:. PO:>T 5' "' f;' • 10' ON-CENTER ~---2' D1Ai'£TER 6ALVANIZED STEEL PO:>T 6ALVANIZED CHAIN LINK FENCE 'i:. PO:>T 6ALVANIZED STEEL PO:>T WMPACTEDOR EXl5TIN6 ~B6RADE Protection Measures During Construction: Protection measures in this subsection sh.ill apply for all trees that are to be retained. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fl!!, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth ln 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 st1;311 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") bf 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 indlvldually protected trees or groups of trees shall be fenced an(J signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision wheneiver equipment or trucks are moving near 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 we!! must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install ilnpervious 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 amuhd any tree to be retained may not be lowered within the greater of the following areas: (i} the area defined by ttie 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 ihch (1") of tree catiper. A larger tree protection zone based on tree size, species, soi!, or other conditions may be req,iired. (Ord. 5676, 12-3-2012) f. Mulch Layer Required; All 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. Excepttons may be approved if the mulch will 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 activities and/or to prune branches and roots, ferti!iZ,e, 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 providEi equal or greater tree prolection. (Ord. 5676, 12-3-2012) TREE PROTECTION DETAIL NOT TO SCALE CI-ECKED FOR COMPLIANCE TO CITY STANDAFOS ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH .-~· ··-,.; --------------Date------- ______________ Date------- KENT, WA 98032 (425)251-6222 ( 425)251-8782 FAX CONTACT: DAN BALMELLI Date DESIGNED DRAWN CHECKED APPROVED DEC 1 \l, 2D'.5 CITY OF RENTON 2: I- ~ I- L----'-L--L--L~ f------1 I- >-CD z 0 ii\ > w a:: 0 z ...; Cl. " 0 .\! :0 :, a. " o> C :!'1 ·3 (D " o> .le C C 0 ii: I- I (f) (f) I a.. a.. a.. 6 0 "' "' 0 ex:, 0 z m '.:; COMMUNITY AND ECONOMIC DEVELOPMENT TREE RETENTION PLAN VALLEY MEDICAL CENTER JMV 1010/2016 DATE FILE NO. JMV AS SCALE FIELD BOOK DIRECTOR OF PUBLIC WORKS SHEET TR-20F w PAGE_ ~ z 2 w ~ ;;: iu 0 u (/) ::, 0.. 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ASPH, ASPH .. 1 ~-1 1 . ----. ;\ "t o'. ,&_·_ --~ '\')' ~-'<>" y, ELEVA TORI ENCLOSUR'E--· I CONCRETE SURFACE DRAIN 0 z <C " n 1; I I SOUTH "1/2 OF THE SE 1/4 OF SECTION 30, AND NORTH "1/2 OF THE NE "1/4 OF SECTION 3"1, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ,0 I '• I ,, I I I . ::l *' I I I / 'f I I I I ' /'o"';" I I I ' . \ \ \ ' . ":: STEPS ANO.. 4' HANDRAIL ,_ PARCEL NO.: 885767-0050 IE 69.5 27"C W(3o';k)(CMP IE 71.5 12"CMP W {" ...... -... ... IE 69.8 27"C SE / ..... _ f24" 30"R)1 CMP R)' . . ' I -- / ' ' 4 ~: #567 / RIM 88.20 ' IE 86.3 (ga C E) IE 85.9 A2"CMP S) C ASSORTED RESERVED PARKING SIGNS (TYPICAL) ASSORTED RESERVED PARKING SIGNS (T.(}llfjAL) SEE SHEET 8 VALLEY PROFESSIONAL CENTER NORTH FOUR STORY BUILDING CANOPY UNDER SECOND FLOOR SB --... --.. UPPER FLOOR BUILDING LINE 3" GRAVEL FEATURE ··0E1-s··~ -- ',. ,,) ···-·-...X(>,U SEE SHEET 5 \ \ ASPH \ <o """'.~ <) q,o; CB #544 RIM 95.16 IE 94.4 (4"ADS E) IE 90.0 (8"PVC N) PARAPET = 140.9' J PARCEL NO.: 885767-0110 CANOPY OVER LOADING ZONE 6.5' DOOR ···- ' -- ·,._, ,, ' " 'tc6(P)-.R ,, -· ...... I/JOO; POt.E 'ii/ OHE & OHT -------- '·' N:::::5,-E DROP &--G.QNDUIT W d --- • ., ,~. GUY ANCHOR EA$1' -£.I.DE ,.,.,<5) ·:..... --.. --.. OH[ & T NE, ENE"--.. ·--...._ ......_ --... -------.... -----.. ,_ -' -----CR J[!.16--... ...._ RIM 103.52---.. IE 101.9 (6"C_E) --.. -- ', ASPH 20 0 I I I I I I I ! / I:)() • • • I ii f ! I - I ( IN FEET ) 1 inch = 20 WOOD POLE ELEC. DROP W SIDE OH E & T N-S, OH T Eost (3) 1·RANS. 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II; LINE #104 RIM 38.99 IE 33.5 (6"P W) fi4t:o lc-"1L UPPER s "'1R rs ~~M #110~5 s IQ;:/110,3 > C()v IE 39.25 (12" 5W) ; l Y C V l('p IE 39.3 (6" E) 01v 'l ANCHORED C!yr:-,.(' WOOD & METAL I..._ / 1 BENCHES CB #521 RIM=56.48' 12" 01 (NE) IE=53.78' BTM. STRUCT.=53.48' _ ,,,,J40) --------1:r ' INLET #508 RIM 45.61 '\ '1 cy,, I! ~· x';) /! ; I 1/ I • ,,,,;~~ ,,, Gf?-'iss t!t1""~· I,,,'? l" I I I I I I I . ~ ~ ;::_--. ,{ CE3 #509 <. " . RIM 42.09 , IE 37.8 (12"C NW-SE)""'~:::\ ;,J.1\iX CB #505 Rlt,,f 43.94 / IE 38.8 (12" NW) / Af PH IE 38.9 (12" NE) / / !,~_<I/ IE 39.4 (6" E) I / I / ! I Bl 1///t r ; ;P.s. __,,J--···--I '<Q,,,, ; j ,,./ I I / -..... ,,.. ') ' / -~·:;"-,,,~>~ I / /c"'~)r· .. ;· · 1 ~--/ ----1 I -· I I I I -,.--.. , I I~. I II If Q I I I I I SDMH #575 RIM 48.34 IE 40.4 (36"CMP W, 27"CMP E & 18"C SE) I I II " SDMH #576--------------S MH #120 - RIM 49.96 RIM 49.37 I I I I// I// I!/ I// II II I; I/ '· IE 43.3 (27"CMP NW & IE 39.8 (s"c N) 27"CMP SE) IE 39.9 ( 4"P E) IE 39.9 (6"P E) IE 39.7 (8"C W) SEE SHEET 4 I I "·-.... _....-\ (0 PARAPET =o 82.9' CONCRETE BENCH INI.ET #507 RIM 47.70 (6"VERT PVC) \_iO PARCEL NO.: 885767-0070 3.2' DOOR 5.6' DOOR -CB#510 RIM 50.57 IE 45.5 (12" NW) IE 45.8 (8"P N) IE 46.3 (6"P E) PARKING GARAGE PARAPET = 109.3' CB #530 -"4--- (SOLID LID) RIM 59.20 IE 55.2 (12"CMP W) IE 55.4 (12"CMP E) 1.5' STRIP DRAIN (2)3' DOORS GRATE AT GROUND-~,-,,_ CONC. ROOM UNDER Yr"-// (2)3' DOORS TEL. VAULT ACCESS ELEC. Vr\UL T ACCESS SSMH #107 ---f'/ RIM 53.67 IE 48.4 (8"P N) IE 48.4 (6"P E) ROOF = 80.9' SDMH #522------........_ RIM=GG.05' 12" CMP (NE) IE=61.05' 27" CMP (SE) IE=59.55' 12" DI (SW) IF.=62.05' 27" CMP (Ni,1,/) IE=59.25' BTM. STRUCT.=57.55' ,,.-CB #520 ( RIM=55.46' ...._. 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CONNECTION (FDC) FIBER orTICS FIBER OPTIC MA.NHOLE FINISH FLOOR ELEVATION GAS MAIN GAS ME:Trn GAS VALVE GAS VAULT GUY ANCHOR GUY POLE STRAIN POLE IRRIGATION CONTROL BOX IRRIGATION VALVE IRON FENCE (WIF) INVERT ELEVATION LIGHT POLE (METAL) LIGHT POLE (WOOD) STR1\IN POLE W/ LIGHT LIGHT POLE (DECORATIVE) LANDSCAPE/PLANTER(PL) MANHOLE MAILBOX (FEDERAL/PRIVATE) MONITOR WELL OVERHEAD POWER/TELEPHONE OVERHEAD GUYWIRE/BUS (TROLLEY) PARKING SPACE(S) PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION POLYETHYLENE PARKING PAY STATION POST INDICATOR VALVE COMBINED/SANITARY SEWER STORM DRAIN PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) PEDESTRIAN SIGNAL/PEDESTAL RECORD DAT/\ GRAVEL SURFACE ROCKERY ROOF ELEVATION SERVICE DRAIN (STORM) STEAM LINE/VAULT SANITARY SIDE SEWER (RECORD) SIGN/STREET NAME SIGN TRAFFIC CONTROL/STREET LIGHT HANDHOLE TPAFFIC CONTROL CABINC:'I (TRSCC) TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TELEPHONE CONDUIT (BURIED) TELEPHONE DUCT TE:LEPHONE VAULT TELEPHONE MANHOLE TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRAfflC SIGNAL CONDUIT (BURIED) TOE OF SLOPE TOP OF BANK UTILITY POLE (WOOD) WATER VAULT WATER MAIN WATER METER WATER VALVE WATER BLOWOFF VALVE WATER GA TE VAL VE/CHAMBER VACATION/CONDEMNATION ORDINANCE WIRE ELEVATION WOOD FENCE (WF) OIL FILL CAP YARD LIGHT • CJ) 0 a: z lH _z Cl)cj CJ z zw -....J I-O~ f-0 :i:~ o6 ~ oo w (u 0> a: a: -:) I cn C/)0 :J z ro ~ GJ > a: :::J Cf) 0 I o_ ~ ('.) 0 o_ 0 1- o<l >-a: <( 0 z :::J 0 [I] tiJ w a: 1- (f) 0 a: CY) -s;j- I 1- ::J 0 (f) 0 0 -s;j- i m a: w f-z w 0 _J 0 0 w ~ >-w _J _J ~ z § z I I ~ z ::J 8 ('.) z '<'. -z ilE(~E!Vl::D ~ w MAR O 2 1017 ~ 0 CITY 0~ RHHO~; PlAl'!N!t-JS D1V!Sl0!'l ~ 0 drawn by checked by IGM/HAK TRS scale date 1"=20' 11/4/16 job no. 2016005.07 sheet 6 cf 9 z 0 " 5 w " 0 z "sj- f-w w I (f) w w (f) ·eo ......_-.... - CB #570 RIM 80.60 IE 79.8 (4"P W) IE 76.6 (12"CMP SDMH(R) )/58", '. 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II • I /1 /; I I /; /I I I I. SEE SHEET 3 I I I I I -- vi Q ---tti---- '""5 ---- ---PARCEL NO.: 885767-0100 ·-. WOOD POLE W/LIGHT-t_ OHT N-S ANG._HOR EAST· ·- <" CB #559 'ls ""0 I RIM 100.95 -I IE (CAR PARKED OVER)' -- a· I ' <a· 4 I ASPH SIGN FOR SOUTHBOUND TRAFFIC CHANNELllAJJON -. I I I I I I It;> /i5' /' I I ,/;! \ I CB W.706 -L_ RIM 1~7.61/ 104. 7 (rt'(; E) I \ l I I I I I ·- I I I v/ x'--0 Y vj ( f1 l I II isTEEL /; WRAPPED /; PlfE (GAS) j I i1 HIGH fRESSURE y- GAS (16" STEEL / WRAf PED PIPE)/ I ( I / ".)' I "I I ,0 I ' I I 1,~,~- / I I I I I I ASPH DRIVE CB #707 RIM 107.64 IE 104.3 (12"C N) IE 104.4 (S"PVC E) IE 104.-6 (12"c s) CB #705 RIM 107.79 IE 104.5 (12"C N) IE 105.1 (4"PVC E) IE 104.8 (12"C S) IE 104.5 (6"C W) 17820 TALBOT ROAD SOUTH VALLEY MEDICAL DAY SURGERY CENTER CB #709 RIM 106.85 IE 104.3 (12"C N) IE 104.4 (12"c s) ~~~--~ CB #708 RIM 106.98 IE 104.3 (12"C N) ASPHALT DRIVE CB #712 RIM 106.47 CB #713 RIM 106.08 IE 103.3 (18"C N) IE 103.2 (12"C S) ~ ----BENCH MARK "D" TOP CENTER BOLT ON FIRE HYDRANT. ELEVATION = 109.22' WOOD POLE OHT ON ARM 6'W N-S IE 104.6 (6"C S) 17722 TALBOT ROAD SOUTH VALLEY WOMEN'S CLINIC IE 104.5 (12"CMP E) SSMH #132 RIM 106.89 IE 97.0 (S"C IE 104.4 (12"C S) NE,SE & SW) CELL TELEPHONE TOWER (METAL POLE) GAS LDC. WOOD POLE OHT N-S DROP S SIDE (RAD -BRH) 17800 TALBOT IIOAD SOUTH OLYMPIC PHYSICAL THERAPY 20 I ' • • 0 I • IN FEET ) 1 inch "" 20 10 20 ' ' ft. 17710 TALBOT ROAD SOUTH WOOD FRAME RESIDENCE LEGEND EB ABAN/RET -o BLRLJ . '/// BC BR [7•>·•1 re'Cl (;;-) L'::::J ~ CW/BW CRW/WRW CC/XC CP /IP CTV COL 1/ftl co CS/WS ~ CON DEC CMP DWY ECO ED 181 HH/EJB EMH EM EV/ET (±) Q ~ FO FOMH FFE G GM m GV }- 0 GP /'o SP 0 ICB N IV -O~--D---- IE o-----o ¢ LSCAPE/PA (Q\j (()) ~ '---' Im 0 Q MW OHP/OHT OHG/OHB P.S. ti ii'_ (P) = PE PPS 0 PS/PSS PSD [+J ~ l,f{> 0 (R) ' ,-., ,,,· •"" , .... -~ .... ,,..kc.,:"? ' :. , ' ,, ,'\., ,·' .... 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CONNECTION (FDC) FIBER OPTICS FIBER OPTIC MANHOLE FINISH FLOOR ELEVATION GAS MAIN GAS METER GAS VALVE GAS VAULT GUY ANCHOR GUY POLE STRAIN POLE IRRIGATION CONTROL BOX IRRIGATION VALVE IRON FENCE (WIF) INVERT ELEVArlON LIGHT POLE (METAL) LIGHT POLE (WOOD) STRAIN POLE W/ LIGHT LIGHT POLE (DECORATIVE) LANDSCAPE/1-'LAN TER(PL) MANHOLE MAILBOX (FEDERAL/PRIVATE) MONITOR WELL OVERHEAD POWER/TELEPHONE OVERHEAD GUYWIRE/BUS (TROLLEY) PARKING SPACE(S) PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION POLYETHYLENE PARKING PAY STATION POST INDICATOR VALVE COMBINED/SANI l"ARY SEWER S rDRlvl DRAIN PRIVATE CATCH BASIN PE'.DESTRIAN PUSH BUTTON (PPB) p['.DESTRIAN SIGNAL/PEDESTAL RECORD DATA GRAVEL SURF ACE ROCKERY ROOF ELEVATION SERVICE DRAIN (STORM) STEAM LINE/VAULT SANITARY SIDE SEWER (RECORD) SIGN/STREET NAME SIGN TRAFFIC CONTROL/STREET LIGHT HANDHOLE TRAFFIC CONTROL CABINET (TRSCC) TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TELEPHONE CONDUIT (BURIED) TELEPHONE DUCT TELEPHONE VAULT TELEPHONE MANHOLE TELEPHONE SENTRY TRAFFIC Fl.OW DIRECTION TRAFFIC SIGNAL TRAFFIC SIGNAL CONDUIT (BURIED) TOE OF SLOPF: TOP OF BANK UTILITY POLE (WOOD) WATER VAULT WATER MAIN WATER METER WATER VALVE WATER BLO\/'iOFF VALVE WATER GATE VALVC:/CHAMBER VACATION/CONDEMNATION ORDINANCE WIRE ELEVATION WOOD FENCE (WF) OIL FILL CAP YARD LIGHT . en 0 a: z l±l -_z w- CJ ~ zw -_J I-O~ I-0 :i: o6 ~~ oo w Gj 0> a: a: -:J I en WO ::JZ Ill ::s frJ > a: :J (j) 0 I 0... <( a: (') 0 0... r;2 o6 >-a: <( 0 z :J 0 m 1-w w 0: 1- (f) 0 0: CY) """ I I- :) 0 (f) 0 0 """ i m a: w 1-z w 0 _J <l'. 0 0 w ~ >-w _J _J ~ MAR O 2 1017 z § z I i i':: z ::J 0 0 CJ z c,<'. . z ~ w [( LL Ci-1" O'' ,,,,;;r,i•J 0 l I L ••. s ·~ ,J'. >- P!.At-J!',Jji"-)(; DiV!SIQf.J J--- 0 drawn by checked by IGM/HAK TRS scale dote z 0 a 5 w " 0 z 1''=20' 11/4/16 job no. 2016005.07 5heet 5 of 9 IE 41.2 SSMH #113 RIM 49.23 (10"C N-S) 4' BARBED WIRE FENCE EV ACCESS ( CARPOOL PARING BY PERMIT ONLY (TYPICAL) I I : \-'1?1 \ 0.-J__. . . CARPOOL PARKING BY PERMIT ONLY (TYPICAL) SSMH #114 RIM 64.22 IE 53.67 (1o"c N & SE, S"C S) CARPOOL PARKING BY PERMIT ONLY (TYPICAL) "SPEED ---11'. LIMIT 10" SIGN CARPOOL PARKING- BY PERMIT ONLY (TYPICAL) MIRROR ON POST SSMH #115 RIM 71.02 IE 63.0 (S"C N-S) FOV SDMH (RECORD LOC.) RIM IE Brh02\cad\C3D\20l6\2016005\SURVEY1NG\DWG\XS-SUR-07.dwo. 2/15/2017 12:59:57 PM. DWG To PDF.oc3, 1:1 •' I I I ,y I I I "PATIENT PARKING ONL!"' --· SIGN SOUTH 1/2 OF THE SE 1/4 OF SECTION 30, AND NORTH 1/2 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i I I I I I I I I ~ijtSERVED x}foR REH,4B\ SIGN I I I I I ;,{, I PATIENT PARKING ONL Y(TYPICAL) I ·$. / I IE 52.7 CB #611 RIM 56.20 (12"CMP N) .·Js SDMH #612--...... x':}4)' RIM 57.12 IE 51.9 (27" CMP N) IE 51.9 (12"CMP NE) IE 53.0 (27"C SE) 'V 'o /\ /\'.' IE 52.3 (8"C W) xJ x"" CB #615-....._ _I RIM 56 54 -~~~ IE 539 (10"C N) 7 5 ,1.,qE 53.9 (8"C W) ('-iE 54.1cf-(6"PVC s) / ~:;-1:," I I /<,'\· . I ~/p~ I I T ·· l I -· I I I SEE SHEET 6 // II ., ;, II DOOR r-;;;~-:---:;~~!fc:._-1/,~/'____ SDlv\H #603 // RIM 51.32 IE 45.6 (30"CMf-' N) IE 46.2 (27"'Clv1P S) 3' DOOR c....tJi::';f~f------SDMH #604 RIM 51.90 IE 46.4 (36"CMP N) IE 48.4 (6"P NE) IE 46.5 (12"CMP E) DOOR IE 46.3 (12"CMP W) TOP 12"CMP RISl:::R 50.4 (W) 4' DOOf~ CB #605 RIM 53.16 PARCEL NO.: 885767-0080 CB #606 RIM 53.25 7' DOOR -Y" ~ REHABILITATIVE "·-2'1 SERVICES \/ENT ENTRANCE STRIP LlRAIN RIM 67.18 (W END) IE 67.0 (3''VERT N) C8 #579 ---- RIM 67.05 IE 64.2 (8"CMP N) 1.5' CRW- IE 52.3 (6"PVC 1N) IE 50.75 (6"PVC N) IE 51.35 (4"PVC E) IE 65.4 (4"PVC E) & BENCH IE 65.0 (4"PVC W)AREA DRAIN 3' /"'s~--f--CB #610 FF=60.82' SDMH #617 RIM 61.97 IE 56.4 (3' BOT 55.4 RIM 51.44 IE 50.0 (4"A0S N) IE 50.3 (4"PERF W) IE 48.2 (6"R1SER) TOP OF 6" RISER 49.2 BOT STRUCTURE 47.1 6' DOOR FF=57.76' 3' 6' DOOR AREA DRAIN RIM 60.63 IE 59.3 (6"PVC W) SSMH #122 RIM 68.43 IE 58.4 (6"P NW) IE 58.0 (8"C S-E) 4' RAIL A TOP CRW ----f,:i/.--.fic/, COLLAR) -CB #613 RIM 55.29 3' DOOR ELEVATION AT TOP OF BUILDING 109.36' IE 53.4 (4" PERF N) IE 53.1 (6"PI/C E) IE 53.2 (4"PERF S) IE 52.8 (12"CMP W) 12' CONC. STEPS CB #624 -+-cff--t,- RIM 68,97 IE IE 61.8 (12"1P IE 61.8 (12"1P SDMH #619~ RIM 66.56 \ IE (NO ACCESS) _etB #623 ' 0'RIM 69.18 , IE 62.0 (12"1P W) IE 61.8 (6"PI/C N) IE 62.0 (6"P\IC E) f -~----lie:"'-CB #621 ~~~ RIM 68.35 IE 60.35 (12"1P N) IE 61.45 (6"PVC E) IE 60.35 (12"1P SW) GRAVEL IE 50.45 (12"CMP S) IE 50.35 (12"CMP W) IE (4"PVC W) AREA DRAIN RIM 68.88 IE 68.0 4"PI/C N RIM 67.06 IE 66.2 4" W, S 6' DOOR 1.5' CRW & BENCH AREA DRAIN Rlfil 68,94 IE 68.0 4"PI/C N AREA DRAIN RIM 68.88 IE 68.0 4"PVC N AREA DRAIN RIM 68.89 IE 68.0 4"PVC N CB #624 RIM 68.89 IE 67.4 (6"PVC E) IE 65.8 (6"C S) SSMH #123 RIM 69.33 IE 60.J (S"C N-W & E) AREA WITH PAI/ERS 3.5' DOOR AREA DRAIN RIM 68.89 IE 68.0 4"PVC N 6' DOOR ARCA DRAIN RIM 68.96 IE 68.1 4"PVC W WATER FALL AND FOUNTAIN AREA DRAIN RIM 68.89 IE 68.0 4"PI/C W AREA DRAIN RIM 68.90 IE 68.0 4"P\IC W f""'-~ MIEA DRAIN RIM 68.90 IE 68.o 4"pvc w AREA DRAIN RIM 68.90 IE 68.0 4"PVC W PARCEL NO.: 885767-0010 -t.-~~10IL WATER _SfPARATOR .'RIM 70. 70' co-c 111!0 & 'f:l\/t:1y sr0 u1lD1I\/ -"11/ol\/ & RY G EAST FACE OF 12" U;1 c0 A I STACKED CONCRETE '--D/A I I vc1y RETAINING WALL I VG 'f:rt l!_...,---FFa73.48' I I ASPH 4"PVC IE 7?..44~ ". , EDICAL XYGEN ORAGE 4"PVC ~ IE 71.85 ~~ SEE SHEET 2 I I I I I I I I I I I UNDERGROUND SUMP PUMP ACCESS ---FUEL OIL TANK ABANDONED IN PLACE ONE STORY ROOF ELEVATION ELEV.=108.26' 2ND STORY~ ROOF ELEVATION ELEV.124.51' INLET ,#581 RIM 65.91 IE 64.7 (2-4"PERF E-W) ·SDMH #580 RIM 66.77 IE 58.1 (18" NW) IE 58.3 (18" SE) > \2"DEG; V-,' / i 01 CB #584 RIM 80.91 IE 78.5 (6 SSMH RIM l IE 73.9 (6"P N,SW LO tu w I CJ) w w CJ) 20 Ill 0 I --IN FEET ) 1D : 1 inch = 20 ft. 20 : LEGEND El) ABAN/RET o BLRD i±»ttrhl /////// BC BR lvX>I r;: ::;i ( r=;--\ l:::'J !:::..,I l ,· ··. I ' ,• . •. ·, . CW/BW CRW/WRW CC/XC CP/IP CTI/ COL 't/'c co CS/WS 6 CON DEC ClvlP DWY ECD ED 181 HH/EJB EMH EM EV/ET ~ C( -¢ FD FOMH FFE G GM [!J GV )-- 0 GP 6 SP 0 ICB N IV -G----0-- IE Dl--~O ~ LSCAPE/PA (o'; 10, ~ '._/ 0l D Q MV'I' OHP/OHT OHG/OHB P.S. ti ~ (P) = PE PPS 0 PS/PSS PSD r"-1 L.:f,-1 § l,/L{> 0 (R) AREA DRAIN ABANDONED /RETIRED ASPHALT (ASPH) BOLLARD BRICK SURFACE BUILDING LINE BUILDING CORNER BIKE RACK CANOPY CATCH BASIN (CB) CONCRETE SURF ACE CONCRETE/BRICK WALK CONCRETE/WOOD RETAINING WALL CONCRETE/EXTRUDED CURB CONCRETE/IRON PIPE CHAIN LINK FENCE (CLF) CABLE Tl/ COLUMN CENTERLINE/MONUMENT LINE CLEANOUT CONCRETE/WOOD ST AIRS H/C PARKING SPACE CONIFEROUS TREE DECIDUOUS TREE CORRUGATED METAL PIPE DRIVEWAY ELECTRICAL CONDUIT ELECTRICAL DUCT ELECTRICAL / HANDHOLE / JUNCTION BOX ELECTRICAL MAhlHOLE ELECTRICAL METER ELECTRICAL I/AULT/TRANSFORMER FOUND SURVEY MONUMENT (AS NOTED) FIRE HYDRANT FIRE DEPT. CONNECTION (FDC) FIBER OPTICS FIBER OPTIC MANHOLE FINISH FLOOR ELEVATION GAS MAIN GAS METER GAS VALVE GAS VAULT GUY ANCHOR GUY POLE STRAIN POLE IRRIGATION CONTROL BOX IRRIGATION 1/ALI/E IRON FENCE (WIF) INVERT ELEVATION LIGHT POLE (MET AL) LIGHT POLE (WOOD) STRAIN POLE W/ LIGHT LIGHT POLE (DECORATIVE) LANDSCAPE/PLAN TER(PL) MANHOLE MAILBOX (FEDERAL/PRIVATE) lvlONITOR WELL OVERHEAD POWER/TELEPHONE OVERHEAD GUYWIRE/BUS (TROLLEY) PARKING SP ACE(S) PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION POLYETHYLENE PARKING PAY STATION POST INDICATOR VALVE COMBINED/SANITARY SEWER STORM DRAIN PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) PEDESTRIAN SIGNAL/PEDESTAL RECORD DATA l~·;==;;=~I GRAVEL SURF ACE l .. · I ROCKERY RE so STM/V sss .I_ LL TC/SL ~ TCHD + ROOF ELEVATION SERVICE DRAIN (STORM) STEAM LINE/VAULT SANITARY SIDE SEWER (RECORD) SIGN/STREET MAME SIG['.I TRAFFIC CONTROL/STREET LIGHT HAMDHOLE TRAFFIC CONTROL CABINET (TRSCC) TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TCD TELEPHO['.IE CONDUIT (BURIED) TLJ Tl::LEPHONE DUCT TV TMH TS ·/l· -{> TRCD TOE TOP 0 UP WV w WM N "' CID 1/0/CO WE -//--#-- @ V TELEPHONE I/AULT TELEPHONE MANHOLE TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRAFFIC SIGNAL CONDUIT (BURIED) TOE OF SLOPE TOP OF BANK UTILITY POLE (WOOD) WATER \/AULT WATER MAIN WATER METER WATER VALVE WATER BLOWOFF VALVE WATER GA TE VAL VE/CHAMBER VACATION/CONDEMNATION ORDINANCE WIRE ELEVATION WOOD FENCE (WF) OIL FILL CAP YARD LIGHT ' (f) 0 a: z ltl _z Cf) CJ CJ z zw -....J 5~ I-0 :i:~ o6 ~ oo w~ 0> a: a: -:::, I (f) WO ::JZ [I) :5 ~ EE :::, (f) 0 I 0.. <( 0: CJ 0 0.. 0 1- o<l >-0: <( 0 z :::, 0 (!] f-w w a: f- (f) 0 [[ C') s:j"" I f- :) 0 (f) 0 0 s:j"" f-- (f) C <( 0 w-. OJ we > i: <( gJ 0: 5 (') 0 ~ Z w-LD -__J (') 2 (:: c(, CJ) <( 0 0 ~ 0 W C:O (\/ (fJ CJ) :c ~ m a: w 1-z w 0 __J <( 0 0 w 2: >-w __J __J ~ z § z I I ~ ::J 0 0 (9 z ~ -z RECEIVED 12 z w 0: M1\R O 2 2017 LL Cl'!V Of f,!:J\JION O PLAi'lr-l!MG DIVElmJ ~ 0 drawn by checked by IGM/HAK TRS sc<lle date 0 z 1"=20' 11/4/16 job no. 2016005.07 sheet 4 o/ 9 rh02\cad\C3D\2016\2016005\SURVEYJNG\DWG\XS-SUR-07.dwa. 2/15/2017 12:59:08 PM. DWG To PDF.oc3, 1:1 C\I tu w I (f) w w (f) SOUTH 1/2 OF THE SE 1/4 OF SECTION 30, AND NORTH 1/2 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. .· . "'·2.s·" PLM!TER' ,bOX. (TYP) "°s CB #599 ·&o RIM 95. 94 IE 93.94x (B"CMP E) IE 93.8'1 (6"PVC W) IE 93.84 (B"CMP S) }! IE 93.84 (12"CMP N) Ci r~ ~ :o-/ • I -• STAIR~ -WELL °"'-\ ::~ \ '° I CB #649 _'5(...-!fz--~ ~~·~/ El'LRD · J~IM _95.53 . " ,, IC S) [l ·J·' , 1E:9Q.2S· (6"PVC vi/)· · .. 1r s_s,g-3 (e"Pvc' N) - fE. 815.83. '(S"PVC-S)-. •• "LJW MEDICINE" - DIR~TORY SIGN xo.,·x 8' HIGH II !I CB #685 RIM 108.63 <1= IE 106.3 (12"C S) 0 RIM 108.86 SL IE 105.9 (12"C E) IE 105.6 (12"C N) IE 106.0 (12"C S) ""-, .,-,~ •. !;, ..... ., BUS STOP SIGN rir XC) GRASS ,I 2' HIGH 2-1/2" GAL\/. VERT. PIPE \ . C8l EJB ~ SDMH #651 RIM 97.72 IE 92.72 (6"PVC S) IE 92..82 (S"CMP NE) IE 78.12 (8"CMP SW) 1 2' HIGH LIGHTED _::,°._'.._IJ:O,,.,,,f,':( VALLEY MEDICAL CENTER SIGN ® 5' SLOPE EASEMENT, ----~ REC. NO. 9302232323 PARCEL NO.: 885 76 7-0020 "F°~~~RECORD UNDERGROUND LOCATION OF ROOM RECESSED ENTRY I ,:" ~ I I le, .. L--1 ---t/H-.J. I I INLET #704 Rllv1 108. 00 IE 106.4 ( 4"f--'VC E) ----------------CB #701 CB #702 1 ,...--:\ (SOLID LID) ~~RIM 109.'13 , IE I i SDMH #134 RIM 109.63 RIM 108.84 IE 105.8 (24"CMP W) IE 105.8 (12"ADS E) IE 106.D (24-"C S) IE 104.3 (8"C S & NW) R=19.00' to =90"00'00" L=29.85' BUS SHELTER RTE. #165 BUS SIGN CB #696 RIM 110.39 DRAINS TO BUSTED 24"C PIPE DOWN 4.0' 17900 TALBOT ROAD SOUTH DENTAi. OFF'ICES l_ ABANDONED .• I '/_ SDMH #695 . (36"DIA. BRICK) RIM 113.56 ASPH DRIVE IE 107.2 (24'·c N) IE 109.4 (24"C S) CONC. DRIVE XII.; 'o 1 .·:._. "I T FD. MONUMENT IN CASE CITY OF RENTON COORDINATE SYSTEM N 164,147.41, E 1,299,099.50 SDMI-I #693 (36"DIA. BRICK) RIM 123,86 IE 119.7 (24"C N) rTIR1'8:§IQ24"C S) SIGNAL POLE CB #697 RIM 116.63 IE 112.4(HOLE IN 24" C PIPE) 0/H TELE N., 17916 TALBOT ROAD SOUTH EYE TO EYE OPTICAL T. DROP E. SIDE CB #694 (SOLID LID) RIM 118.04 IE 113.7 (HOLE IN 24" CONG. PIPE) SIGN "NO TRUCKS OVER 26000 LBS. EXCEPT DELIVERIES ,, loo/(\;..'.i.'-~~-.[iP' J ' WALK LIGHT ACTIVATOR 20 0 10 20 I I ' ' ---( IN FEET ) 1 inch = 20 ft. LEGEND Ill ABAN/RET l':I o BLRD f · .. ~;Tf;:-YRI /'/// ,'_// BC BR I · · · ' · I CW/BW CRW/WRW CC/XC GP/IP CTV COL 'i./'t! co cs/ws i CON DEC CMP OWY ECD ED 1B1 HH/EJB EMH EM EV /ET (±) Q ,¢ FO FOMH FFE G GM m GV )-- 0 GP 6 SP 0 ICB M IV --D----D--- IE D--~o <]f---~o :¢: LSCAPE/PA 10;' ro, ~ ,..., [i'.j ~ Q MW OHP/OHT OHG/OHB P.S. b. ~ (P) = PE PPS 0 PS/PSS PSO [+J @I lf-1> 0 (R) RE SD STM/V sss I. .Il TC/SL [2s] TCHD + TCD TD TV TMH TS ---I> TRCD TOE TOP 0 UP WV w WM M ~ GD VO/CO WE AREA DRAIN ABANDONED /RETIRED ASPHALT (ASPH) BOLLARD GRICK SURFACE BUILDING LINE BUILDING CORNER BIKE RACK CANOPY CATCH BASIN (CB) CONCRETE SURFACE CONCRETE/BRICK WALK CONCRETE/WOOD RETAINING WALL CONCRETE/EXTRUDED CURB CONCRETE/IRON PIPE CHAIN LINK FENCE (CLF) CABLE TV COLUMN CENTERLINE/MONUMENT LINE CLEANOUT CONCRETE/WOOD ST AIRS H/C PARKING SPACE CONIFEROUS Tf~EE DECIDUOUS TREE CORRUGATED METAL PIPE DRIVEWAY ELECTRICAL CONDUIT ELECTRICAL DUCT ELECTRICAL / HANDHOLE / JUNCTION BOX ELECTRICAL t..1ANHOLE ELECTRICAL METER ELECTRICAL VAULT/TRANSF"ORMER FOUl\:D SURVEY MONUMENT (AS NOTED) FIRE HYDRANT FIRE DEPT. 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I \ ' ' \ vf SEE SHEET 4 BUILDING LINE AT SECOND FLOOR /// I BUILDING LINE AT THIRD FLOOR I I I I I I I I I I I I -SSMH I I I I I I I I I RIM 92.59 C.O.C. 75.89 B"(E,W) 6"(N,S) CB #635 RIM 78.64 IE 76.3 (8"P E) IE 76.0 (s••p S) CONC. RET. WALL ELEVATOR ~~-UPPER STORY PARCEL NO.: 885767-0100 _,--DOOR "'1t,¥t' FF =81.35' " INLET #667 -~----c-Jjf; RIM 92.99 I I I I I I I / I I IE (VERT. 3" Jl'.) 2 SLIDING DOOR EMERGENCY ENTRANCE --UPPER STOR'(_ - r---I '- / ', -I -, I -- 8"(N, W) -- w·l;£Dic1NE" --~ DIRECTORY SIGN CB #683 __ __JRIM 98.70 ···iE; 96.90 (8"C S) /(/• .> =1 (;° 1 ASPH ~1-!'i go·oo·oo" f );/29,85' ' -Cl~Y OF B£W.WfcooRDINATE -~- ._ .--------:;,,Y;?T'EI-1= N 163,974.43 E 1,298,666.96 --:'.!:lllll!II allll!II,. D SL CB #684 RIM 99.25 IE 95.9 (12"C N) IE 95.75 (8"C S) 8' HIGH ' \ __ / ASPH C0 1-w w I (f) w w (f) 20 10 20 • -0 I -I I ( IN FEET ) 1 inch = 20 ft. LEGEND <l) Al::3AN/RET ·-o BLRD I, ' '1";:L-1 r·' ·, 5 -, · ,-'-1 -'----~-c-, _ ///// BC BR [2 '2S]' . )( < ·. / 7. 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CONNECTION (FDC) FIBER OPTICS FIBER OP'flC MANHOLE FINISH FLOOR ELEVATION GAS MAIN GAS METER GAS VALVE GAS \/AULT GUY ANCHOR GUY POLE STRAIN POLE IRRIGATION CONTROL BOX IRRIGATION VALVE IRON FENCE (WIF) INVERT ELEVATION LIGHT POLE (METAL) LIGHT POLE (WOOD) STRAIN POLE W/ LIGHT LIGHT POLE (DECORATIVE) LANDSCAPE/PLAN TER(PL) MANHOLE MAILBOX (FEDERAL/PRIVATE) MONITOR WELL OVERHEAD POWER/TELEPHONE OVERHEAD GUYWIRE/BUS (TROLLEY) PARKING SPACE(S) PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION POLYETHYLENE PARKING PAY STATION POST INDICATOR VALVE COMBINED/SANITARY SEWER STORM DRAIN PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) PEDESTRIAN SIGl{'\L/PEDESTAL RECORD DATA GRAVEL SUF~F ACE k:">" ·-"" ;j ROCKERY RE SD STM/V sss 'r _n_ TC/SL ~ TCHD + TCD TD TV TMH TS ,,,7. --{> TRCD TOE TOP 0 UP WV w WM N ~ CID VO/CO WE © V ROOF ELEVATION SERVICE DRAIN (STORM) STEAM LINE/VAULT SANITARY SIDE SEWER (RECORD) SIGN/STREET NAME SIGN TRAFFIC CONTROL/STREET LIGHT HANDHOLE TRAFFIC CONTROL CABINET (TRSCC) TRENCH DRAIN. TEMPORARY BENCHMARK (TBM) TELEPHONE CONDUIT (BURIED) TELEPHONE DUCT TELEPHONE VAULT TELEPHONE MANHOLE TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRAFFIC SIGNAL CONDUIT {BURIED) TOE OF SLOPE TOP OF BANK UTILITY POLE (WOOD) WATER VAULT WATER MAIN WATER METER WATER VALVE WATER BLOWOFF VALVE WATER GATE VALVE/CHAMBER VACATION/CONDEMNATION ORDINANCE WIRE ELEVATION WOOD FENCE (WF) OIL FILL CAP YARD LIGHT • Cl) 0 a: z ltl nz Cl)cj CJ z zw -_J I-O~ I-0 :i: eel ~~ oo w G:j 0> a: a: n ::J I Cl) Cl) 0 ::J z co :s >-w > ([ ::J U) 0 I (L <( a: ('J 0 (L ~ o6 >-([ <( 0 z ::J 0 m 1--w w a: 1-- (f) 0 a: Cf). ~ I I-::> 0 (f) 0 0 ~ a: w f-z w 0 _J <( 0 0 w ~ >-w _J _J ~ MAR O 2 1017 z § z I I ~ z 5- 0 CJ z ;.:: . z 8 z w a: Ll. 0 cnv Of ~~t:NTON >- PLAMi•!i!-]'3 O!V!S'.OtJ I- Q drawn by checked by IGM/HAK TRS scole date 0 z 1"=20' 11/4/16 job no. 2016005.07 sheet 2 cf 9 -.·, . ., .. -',, ""· '" "" .-'"'·" ". ' "'° . ·• ,~ ,, ,, ,,•o .,,-,, _.,' ~-' • , ," ,.,,,-«~ . -· SHEET 8 OF 8 ~----SHEET 6 OF 8 / ; I I I I I \ I ~ \ \ ) I SHEET 6 OF 8 -SHEET 4 OF 8 SHEET 4 OF 8 -SHEET 2 OF 8 ~! I I I I I I I I I I \ I I I I I h02\cad\C3D\2016\20l6005\SURVEYING\DWG\XS-SUR-07.dwq, 2/15/2017 1:19:03 PM. DWG To PDF.oc3. 1:1 / -//·"'"' I "''·-I I I I I I I l "' " "' l I - " ~ CO I CO ; ll. . ll. 0 0 co I co I-1-w w w w I I Cf) Cf) ll. ll. 0,0 co : r--- tu. tu WW II Cf) Cf) 'SI; 1-11-W <W WW II Cf) Cf) I < I SOUTH 1/2 OF THE SE 1/4 OF SECTION 30, AND NORTH 1/2 OF THE NE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHEET 8 OF 8 ---SHEET 7 OF 8 I I K,,,,,,,,,,A \ \ \ \ \ \ \ \ \ \ ------ I -SHEET 7 OF 8 1-SHEET 5 OF 8 I SHEET 5 OF 8 ---"""''"' SHEET 3 OF 8 I 100 I 0 •• 50 100 I I • ( IN FEET ) 1 inch = 100 ft. 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CONNECTION (FDC) FIBER OPTICS FIBER OPTIC MANHOLE FINISH FLOOR ELEVATION GAS MAIN GAS METER GAS VALVE GAS VAULT GUY ANCHOR GUY POLE STRAIN POLE IRRIGATION CONTROL BOX IRRIGATION VALVE IRON FENCE (VVIF) INVERT ELEVATION LIGHT POL[ (METAL) LIGHT POLE (WOOD) STRAIN POLE W/ LIGHT LIGHT POL[ (DECORATIVE) LAND SCAPE/PLANTER(PL) MANHOLE MAILBOX (FEDERAL/PRIVATE) MONITOR wrl.L. ovrnHEAD POV/ER/TELEPHONE OVERHEAD GUYWIRE/BUS (TROLLEY) PARKING SPACE(S) PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION POLYETHYLENE PARKING PAY STATION POST INDICATOR VALVE COMBINED/SANITARY SEWER STORM DRAIN PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) PEDESTRIAN SIGNAL/PEDESTAL RECORD DATA GRAVEL SURF ACE ROCKERY ROOF ELEV.A. TION SERVICE DRAIN (STORM) STEAM LINE/VAULT SANITARY SIDE SEWER (RECORD) SIGN/STREET NAME SIGN TRAFFIC CONTROL/STREET LIGHT HANOHOLE TRAFFIC CONTROL CABINET (TRSCC) TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TELEPHONE CONDUIT (BURIED) TELEPHONE DUCT TELEPHONE VAULT TELEPHONE MANHOLE TELEPHO~E SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRAFFIC SIGNAL CONDUIT (BURIED) TOE OF SL.OPE TOP OF BANK UTILITY POLE (WOOD) WATER VAULT WATER MAIN WATER METER WATER VALVE WATER BLOWOFF VALVE WATER GATE VALVE/CHAMBER VACATION/CONDEMNATION ORDINANCE WIRE ELEVATION WOOD FENCE (WF) OIL FILL 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 10" 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 AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINT USED: 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER CONCRETE MONUMENT LOCATED 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 SEL Y 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 ~ I~ lo H lc» lo \b \<P \ \ I I I I ' S 38TH ST/ ---,.-- / "- / __ _ ~ 0 w ~ ~ ~ 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, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033C0979F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. HORIZONTAL DATUM (BASIS OF BEARINGS), 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 AND/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 EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/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, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 22S-5773 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 DESCRIPTION, 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 LN0-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THE BUILDING AND 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 LND-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 QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80 ANO 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-WA1, 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 ANO 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 CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN Gv EASEMENT, INCLUDING TERMS AND PRqv1s1DNS CONTAINED THEREIN: RECORDING INFORMATION: JANUARY 2f;\, 1970 UNDER RECORDING NO. 661145 . IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION 1 FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: 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 TRAN:\MISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED THEREIN *SURVEYOR'S NOTE: BLANKET IN NATURE @ RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND 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 DISTRIBUTION 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, A MUNICIPAL CORPORATION FOR: DRAINAGE FACILiTY ' -'""' AFFECTS: AS DESCRIBED THEREIN @ EASEMENT, INCLUDING TERMS AND PROVISIONS CONfAINED THEREIN: RECORDING INFORMATION: APRIL 13, 1981 UNDER RECORDING NO. 8104130478 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: WATER PIPELINES AFFECTS: AS DESCRIBED THEREIN ~ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 16, 1981 UNDER RECORDING NO. 8104160537 IN FAVOR OF: FOR: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DESCRIBED iHEREIN AFFECTS: ~ EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 271 1981 UNDER RECORDING NO. 8110270511 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: SEWER LINE AFFECTS: AS DESCRIBED \HEREIN @ THE TERMS AND PROVISIONS CONTAINED IN 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 [jNDER RECORDING NO. 8111030304 OF OFFICIAL RECORDS. . @EASEMENT, INCLUDING TERMS AND PRO:VISIONS CONTAINED THEREIN: ' ' RECORDING INFORMATION: NOVEMBER 1,6, 1981 UNDER RECORDING NO. 8111160317 IN FAVOR OF: PACIFIC NORTH~EST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION FOR: UNDERGROUND 40MMUNICATION LINES AFFECTS: AS DESCRIBED 1)HEREIN 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 SYSTEM AFFECTS: AS DESCRIBED THEREIN 8 EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: DECEMBER 11, 1981 UNDER RECORDING NO. 8112110352 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON FOR: CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN @ THE TERMS, PROVISIONS ANO 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 TE:RMS ANO PROVlSIONS 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 AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN Gi) 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: SAN LWAI AND BLUE MOUNTAIN LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP FOR: 24 FOOT WIDE ACCESS ROAD AFFECTS: AS DESCRIBED THEREIN SAID EASEMENT PARTIALLY TERMINATED 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 ANO EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF EASEMENTS AND UTILITIES SERVICES AGREEMENT" RECORDED MAY 19, 1989 AS RECORDING NO. 8905191454 OF OFFICIAL RECORDS. *SURVEYOR'S NOTE: 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 Q 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: FOR: AFFECTS: VALLEY TWO LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP UTILITY SERVICES, PARKING AND ACCESS AS DESCRIBED THEREIN OOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED SEPTEMBER 22, 1999 AS RECORDING NO. 19990922001766 OF OFFICIAL RECORDS. *SURVEYOR'S NOTE: NOT PLOTTABLE (§) 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: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: UTILITIES, ROADWAY SLOPES AND SIDEWALK AREAS AFFECTS: 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-3S-0007 RECORDED VOLUME 166 OF PLATS AT PAGE(S) 89 THROUGH 93, IN KING COUNTY, WASHINGTON. 57. 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D A DEC 1 2 2016 A3:0 (]/) 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, WA98036 ELECTRICAL ENGINEER: WOOD HARBINGER 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ----I--- ---1-----1- ----,----,------ ---·--1------+----- ·-----1---------• ---,----,---------- ------o--- ---1------- PROJ. NO.: COPYRIGHT © 2016 -NBBJ DATE• SHEET TITLE 101760.00 SCALE: 1/8" = 1 '-0" --·--·--- 10/12/16 FLOOR PLAN LEVEL 8 NORTH SHEET NUMBER A1 .08N DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24;' X :36'; 1 MATCHLINE SEE: 1 / A1.08N -~--~~~~~~/&nQ8>MWa.t ( ( A3.02 \ 3 9" (f) ..J ··-..J ~ (f) --~' --------+"' N N _,-/·=--LINE OF CABLE CARE BARRIER/GUARDRAIL ASSEMBLY-TYPICAL ALL -LEVELS OF THE RAMP -BOTH SIDES ···· ,,--------- ----------~-~=-=_-~--=-~-=-~-~1~"------T--------,-----"'-----L • -,,,/ • ',,, __ _ I I I I I I I I I I I I I I ------j'-~ -------······ ---· _w-~-H-_,-·1,.--11---------+----~---... · -·=· ~:;'- \ 7 '-/ ./ -u-i I I I _____ _____::= }-I I 0 ~ I I (f) --- ...J ..J ~ Ii==== (f) === ("') ~ ------€',J---1,--------------- 0 t ~ --------.g ______________ _ " le- () ,,;( "-~ o, ___ n ______________ _ '--====' "'-'--+-------- (f) ..J ..J <( ' ===·1-=== '. 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C:, .,;/ II . . u PAVEMENT MARKING -TYP '·-,, • f" , I \;/ -I!===·--<( =-c. ~= I I ==~~====ii Ii-==~-~=-~ "', I 11 11 I ! ~ '· tn i ! :;;~~::~:~E~~~~NL~i:L g ! ~ ~ ~~~~~~:LE PARKING -." .--' ~~-J----: •. ~~[fi I if--~-~_-_"_"_=_:::-=_=~=·l ---------------b -----------,t-,J-,·i -----~ ---: -~ ----. • __ ) __ ----N--------11--t-ll-lt==~==_=_=_=_=~• : __ -----W-H-EE~S-TO_P_, T:--~~----1--',:"';· -~7 -~·o! --~ ~ '· !IJ;==:::=:::=:::~=:'.'.:::==[=/~~t:i,-----2~6~'-~0~"---------,t,__:_m'+--~17~'~-~0"~__::3:"~~~i-,1<--3-" __ 1_5'_-_~_· ___ ==~~~r+--~:-----2-6'_-+------+---,J<-----1-7_'-_0_" __ 3_"_-,ll<- 1 -f-_:3'_' _ _:_1~5'~-~0-'_'~ro~'+-~~:-f--------=2~6'_-~0'_' ____ --t 3 ~,~~~.:~-fO="if'=::;=::;=1~6'z-=O;'~p~~/;.;;zu~~nl I s'~ ~ I I I ~ ~ / I " I Q_ I I (5 ~)cv I 0 g I ~ I I O ~' • " "I c::::c: 5 [I ------------------------~D----,l;~;-11,,1_":_cc_~_v_'c:_7'_0_~-c;::~~;;,-0~=;-7'T-~&1 '7-'7~-:.~,-Ct'.T'C~~-7'-T_"'_~-v--c~~~"'lf...,1 ==~"-Tv-~-7-,-rc;-:.~~7-,-r-v-s~--Jf=!*=_=@l_~c::)D~--"-'-~-~,;,,--=-:::-:~1~:---------------__)'-"'--ce(=;,~,,,,'r'=--cccer· ----,-l f-lLI===~--... . ' ~-~-====l "'- ~ =·~-------- I I= I I I I== I I · J. I i I ! \,. : ' --, \/\ '-SYMBOL PAVEMENT MARKING TYP I -, I ·-LETTERING PAVEMENT MARKING TYP ----------__ I_ ------ / STALL STRIPING PAVEMENT MARKING TYP /-PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP / I I I I I I b ' -1-- 1 9' -O" ( U 8 \ ---r------r--- i r1 r1~ 4 STALLS 3 STALLS -------~~~~- 19' -9" 18' -6" 18' -6" 3' -3" 15' -3" D ~ Jl 7 TRENCH DRAIN I \ / "v ,, ,~ I /', / " l 1 I I I I I I ___ J_ ________ J ________ _J ______________ _ I I I I I I I I I I I I I I I I I I --j , I : . . I I I I ' I ' I --,r---r--- 6 STALLS ! , I i I I 30' -0" 15' -3" / ..J ..J ~ (f) ~ 3' -3" BOLLARD, TYPICAL -SEE A 1.03S FOR DIMENSIONS ~\\\ ---==---- ; < ,f-r-1 1-t-f-+-I UP I 'I' STAIRB I .,, ~~~~-. ±fill][~ ) ~ •'-'\. ' ----~'. 10' -9" 3' -O" 3' -1" ' -O" 18' -6" 18' -6" I LOBBY 1 soo I SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS r EXIT SIGN . WITH BRAILLE la\ ' CHARACTERS 10' -7" ' .. \ I 1 \ '-\ A3.16 j '-.,~ _// [ -·-.. I '-, STORAGE 801 \ 801 I 18' -6" A b ' b ~ N ~ N 2' -O" _ _(~) \ __ / ( '\ -----< D ' \ I '-.. ____ / /-2b-:···· / /( 4 . \ A3.15 ) ~-. ___ ,_.~/ ,,---"- I \ --\ A J '·----_.,' \ A3.02) ~ /-J '\ I ' \) "'--__ / 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARG HAUSEN 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, WA98036 ELECTRICAL ENGINEER: WOOD HARBINGER 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ----i----- ---------t-------- ---f-----1 ___ , __ _ PROJ. NO. COPYRIGHT © 2016 -NBBJ DATE: SHEET TITLE -----------• 101760.00 SCALE: 1/8" = 1 '-0" 10/12/16 FLOOR PLAN LEVEL 8 SOUTH SHEET NUMBER A1 .OBS DWGS PREPARED ON AN ORIGINAL SHEcT SIZE Of' 24'' X 36" -1 1 uuw--sw~Z&D-~~~~---- MATCHLINE SEE: 1 / A 1.07S 1 \ (~\ 1/1-;\ c· -\ r-2 \ ~3 ~) (2·--3,, (2-7\ r---\ (_3 ____ \ \_) \.·) _L~) \ __ ) \_·,/ 182 '-0" >, ) __ ,_ A A3:.011,' '\1_) -/~--------~~------------_ _J_ __ ¥.-.~.__ ______ _L_ - ;~9" 17'-10" L 20'-10" L 21'-4" L 20'1-2" L 20'-2" l 1 20'-2" L 21'-4" I. 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NO.: COPYRIGHT © 2016 -NBBJ DATE: SHEET TITLE 101760.00 SCALE: 1/8" = 1'-0" 10/12/16 FLOOR PLAN LEVEL 7 NORTH SHEET NUMBER A1 .07N DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" , 1 MATCHLINE SEE: 1 / A1.07N (-- i A3.02 \", '! ! i I I ' 3 ' I, I i ----------- ----= /.-., (2') /" i, 1 ) \2.3) ·r· \T/ r O' -9" 60' -O" 1··-----..... ( 2.7) 60' -6" ·r/ r;': \T) 60' -0" (~) r· .'.(-----·· ··------·· --.( ........... 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I ~ ;\ I 8 I I . I 8 ~8 ACC ST ALLS/ I o; '\ I I I I \':.-._ I // /,/ // // // // I 8 "-I ~ I I I ~ I · : i~===il~ 1 8 1 ~ i i __!__ , rv~ r " ' ~ N, I sl --I G I ~-I I t, •1 _ J, -----~~ ~\ £P J ~ ! ~' ! l ~0 ______ i _______________ ::\ (Jl~) 11,. /-, -------~ ~-----------------------~ --_ ----_,_l __ j_ ----------,------------,~: I '-\~~ _ .4:..-----~ ~~>----', ---{\~) I I Ii I 1', \; I/ '(\l ! - \ / -./\ --.. . \ __ SYMBOL PAVEMENT MARKING TYP I I I I I=== .... --- " ' "'-\ ',, ( c--1 I ·, ',, ' '·-,. I I I I ,\ ','-. ,s -3"• 8'. O"~ .' H+-------~--~, -~~ETTERIN~PAVEME~TMARKl~GTYP -->-----------I ________ J__j_ ____________ J ___________ l 24'-03/4" 10'-83/4". /' ----~t~"\,'':. -:.y~\~ !_J__--(~-\ j \_-) ! .. . .. .... ~ ~ \(Rr"76) I ~ -----~ @ I 8 ,;, I I I BOLLARD, TYPICAL l I / W_6-TACKED PARTITION WITH CEME iT BOARD ,;, I ~I ;I ABOVE lk~~~~ I F-~-======I'\ N I I 6 . I / AND D FS ON THE GARAGE SIDE; PAIN ED ON 1;,:;; b?' I~ ABOVE CMU '\ / 26'~10" ' ,. .F~tv,4_ / \ 7 I \A4.12 j ·-~ .,, . ;/ /. ,;, \ , @D .· . : r:\ , ~I ------_.L::-"=::="::-::::r:'111-=-:::"-'::::=='":::-=-rr_'::::cc:"-'==:'--cc-"it: -~=-"'-_:'1,_:"'--:c:-=rr: __ =-'='-'1='=-=:-'_"::rl...~I ·:,, p=:::-::c===":T)S;· 1~\0l\_~ 1~~:_~,J 1 .. ,I ,, o ".:I -S 1-: .. : '\.._ . \\ -~' ABOVE 4-t : ( Rr) ~~ ~h/i ; :: ) ~ ~ ~ ' ----~ ---', ---\-8) ~ Ill 'r , 5 STALLS ! ~~ '{~ ,, rn,,~[j,.AA<eeAAarns 13 ~/'',i ~2;;:~~c ~:, 00,f f O : (rn<>-Z(~~ IX ,j.,, . 1: (U_8_/ -(IU_8) I ~~~I -11/wr,) ///-CONNECTIONTOFUTUREBRIDGE /LOBBY l', UPTURNEOBEAMTO ~I '\'1 ' STAIR81 " ,r;c;S, STORAGE : ~-3 STALLS \1 '' ~ 1 1 I / I \ UNDERSIDEOFDECK 111 1·· ,. · t rEXITSIGN ;:2:; []QI] : ~ /!~ MOTORCYCLE :~11: I I II, \':..~~I: ll~~~VE r-;A-4' /1 II (H_O)ITYP i_ l?oo: II T~~':-.. r=-,--c_L~' l_iiDN /! 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'-. \ ./ 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARG HAUSEN 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 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ----1---- ----1----------• ---1------+- PROJ NO.: COPYRIGHT © 2016-NBBJ DATE: SHEET TITLE . ··----~----·-------· 101760.00 ------- SCALE: 1/8" = 1 '-0" 10/12/16 FLOOR PLAN LEVEL 5 SOUTH SHEET NUMBER A1 .05S DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 1 j ( \ \ ;-STALL STRIPING / PAVEMENT I MARKING TYP - . ' " (~) ,,_[_ i I ,---- ,.-9" 17'-10" (1~;) ______ J./ ' 20'-10" r;-! 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I I I I I SYMBOL PAVEME~T MARKING TYP .. ' '-... ___ / "\ l'l_, ~\. ~ I \ ~ -- i 8 "·r i : 1 i i i i \ ~ ~ W=======t.\L FaG \ \ ~-I -~,\ ~,~-~,\~---+----?--~-1--A ~,,~~'\ '·-~~ •, ' ' .... ---- I ~~==--cc.I I I I 8~ I I b I I I ~ I ;\· CJ) ' ·1" 11==--===l~l I ! 1 i I I I ~ I ,,'\ ::l ) -----i ,: i ~D 'I ----' i z ' i l ~D : i ~ ------~ ---,I L --. ' (" -... -. --~-• Mi (0 I '"'-, _ __/ . .~< H04_);- I I ,_ (' ~ 0 -I rl .. I ~ I .. Ix ... ~ I ~ ') ENCLOSURE ___ ..... '1· ~, l ~ ·-TYP SHORING WALL CONSTRUCTION I. -:::-. ID. -N'; !1======1 GRILLE IN WALL OF ,~ I PLENUM TYP ------·-.... ~ ~ ~ . _, -I EJ3 BETWEEN PLENUM AND I I ~ '..)' CJ) , ---------· ____ ;<:_-CABLE CARE BARRIER/GUARDRAIL ,, GARAGE STRUCTURE TYP __ ·-.... I t; ~ 1" I I !:, I J __J I I ~---· ---,/ ~ ASSEMBLY TYP ALL LEVELS 0. '!=========="-1 -1----~ .... l~~-=-t,;--=u=l~ ________ t 1 -, ----__ ---~-R 1 1. .. --j--l-1 1 -------._J ____ ~ ---:1 fal-7°'~/_· -~~-l, --------~-1 STALL--µL __ ~ ,-"-FUTURE ELECTRIC CAR ~ u C/) I < I I t 0 __ _ I ·---i.n iSSEMBL y. TYP ALL LEVELS ·-_ I § I I , I; ~ /k) I M /~ I ~ ~ ~1 1 1 = .. ·_1 ,... . ... N -1 1 1 1 --··· .. 1 1·t,' ' I ' FUTU5EELE~TRICCAR I t, ~~' I I ~ I I I 1o -~ I iZ,;, C/) • SHOTCRETE • PERMANENT STRUCTURAL SHORING WALL • DRAINAGE LAYER ! ~v . e ~ \\ 26' -O" ! : 17' -O" 3""" '! ,,-3" 15' O" ~ ! 26' -O" ! 17' O" 3'"" ! ,,-3" _::_ro 'le ~ ! FUTURE ELECTRIC 43' -~. '\~ / //// ~ ----~<'- -:I_ ----~-~ ~~-------------l------------~ii ~ -------~ _ _J_ _ -----------~ ---------±~ ------i--_ _i_ -__ :::::,c;:;s;=s, -'-'~, --. b _ ---· -h,ctl£==a1f-'~--(;') -b \l II II ~ II I I 8 I ~\~I ', 'F~RE ELECTRIC CAR , _/ , r--~======~ I I . . I , ~ ·,. , I ~ ~l I I ti I I 0 I '!;\ ~ -~) i " N i i i i i i I i ~ . oosrnee™,;,, ; ! r-=-~====-=~~=~ ~,t~ i i ! i i -! i ~~ J L -- _ rl' ·· _____ ~ ~-_______ -}-_______ -J _______ -+-_______ ~ _________ =~ ______ o_ -+-_______ [\. --i-tn-_ _ _ ~ __ "'I Is ~; FUTURE ELECTRIC ' · I fl k-. -~ J j I j I ~ 1 ~~:~G~~~ STATIONS & __ .·\ , N 1 I I '..) I I I J I "-I . ,,. FUTURE ELECTRIC CAR ' I __ ---_--c, I\: I I I I I 8 I :~~1~·-. ·-. · --~c~) I i ~l I I I I I I ·-~ "--::: ! 8 ~~ ! ! ! ! ! i ! C/) ' : FUTURE ELECTRIC ~~R . . ,_ r\ L 1• 3" I I L " J .....J ~ -------------------~ ------7------------·· ·----------------------------"' --------ij!dlltl&i&ll2ll .....J ---=-"-1'0"""'""1 '!.J""~ ·Wll --m, MAT~~=l~ESE:: 11~104s __ 'n:_ J_~L-.·.--.... \ _ , 1 '~-----~ kJJJ~--- 1 f'-L ,~o-M-_______ 1 ________ j _______ 1 ·~ 3~£'~'0 ----~--1------~ -~~~A~C::~s~~~4~~ !~ :;,~+·f-,,__(;·J _c , , u. '"'i , ~ .. / I h'" I I T ~ I C/) , '--J N 1IJ • .. __ / ', 1 t+ ! ! ! ! ! . ... 8 ! N ~ FUTURE ELECTRIC CAR I~ ~ 2 D 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 ------t------1---------- --·-1----+-------- ------1------- PROJ. NO.: COPYRIGHT © 2016 -NBBJ DATE: SHEET TITLE 101760.00 SCALE: 1/8" = 1 '-0" 10/12/16 FLOOR PLAN LEVEL 4 NORTH SHEET NUMBER A1 .04N DWGS PREPARED ON AN ORIGINAL SHEET 3121" 01' 24" X 36'' MATCHLINE SEE: 1 / A 1.04N -~WM!tim!!ibD11Ulll%lllIDIJitia~~ ~=:::;z'::::==1 EJ1-( ,,: .. 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I- C/) N N -·-------------ma ....J £P ,. <( MATCH LINE SEE: 1 / A 1.04N ~ ------~-------------1- Cf) ~ Cf) 1_1,/"1-\.,, ----------t+tiE) =>-1+--- N Z , .. __ ./ ....J (J ii----~= ....J ~= ~ N Cf) Cf) 1F====N=~ FUTURE ELECTRIC CHARGING STATIONS l= ---~,1 & BOLLARDS --- --------~ ---------------(5 0 PLENUM DIVIDING WALL, TYP -- 5 ,-n: --------l---------------0 t; l Cl! p ________ :.) ___ ----------- ""'~- ~ / ~" \ FUTURE ELECTRIC CAR ,----, ___ .•. ,\ _ _) _.. ---· -· FUTURE ELECTRIC CAR 1 STALL ~ !/"'----·» __ , ,u,ir·) ~<-' ._,; I i(J0j' I ,, '. - ACCESSIBILITY GRAPHIC 1 PAVEMENT MARKING -TYP ------ " . ·-'."1[-j~\-~:1 ----~r I ACCESSIBLE PARKING ~ _ I_ s:__~ ---_ SIGN, TYP ---_ --- er: ~ 0 [L I ·~--·-~-"' ' ~' 1-J-b ' 00 ~ 0 co ~ WHEEL STOP, TYP - (f) ....J ....J ~I J '. .:S ----,,---j 2 o --17-, -_ O';---3;:--------.Jlt-""il/' 3" 15' -O" ~ + 26' -O" I lhl'--------+--,i'--'-t-------------~,1'--cn+------------1\L ~===-C/) ~--"'~-=---~-1 3~-0" 5 ------1 ------1-7'---O" ---3 .. -,~r,1,.-15' -o" 1o ~ --------26-' --o-" ----"~'t-M':::____:zz"::=-z;/Z-c:: -------c:,-t--',,--+---------------+---'+i' 8 ~- (f) (.) (.) <( w _J [L ' . " ....J ....J ~ i==== Cf) ===1' 0 ~ () I I I~=====~--~= I-I Cl ;,;'; "' I ()._ ----s -I ::) 11=~~~=== I ()._ ,__ I ~ ,,i( =~-~~===~--==11 00 b FD @I 0 ~ '°" :~ I 0 5 "-,--~-------------------------'"-1.---11--------_o -,---- FD ,, @] 11 __ / #_ ·_ --------'J ---------------___Jc__'"--f--,E=__~=f"=c--=>cc=..zf'.=££./'=---}tit-- -<( ~ l~~~~~~~~=r--_j_ ____ J.__ ___ __JL_ ________ !F,;&=~,=~~~ ~ / ·~ / I r===-~==:=l"\ ,n, 1f ~ ' ' i ~ ~.... '\/\ //\. li "· ·,, 'I Jl "'/ ,, 0 ~< <a.' -SYMBOL PAVEMENT MARKING TYP 1 · ... ,,. -----_--_-_---_-? ;~ ··--LETTERING PAVEMENT MARKING TYP I J_I JI ..... , ..... I § ···-. ··---~~T-AL-L-ST;P-IN-G-PA~M-E-NT-M:R-KIN_G_T~---------__ I_ ----------------------------_c't,.:,--\ i ----------B-0-LL-AR~ T-Y-PI-CA:S-'E_E_ ---- 5' -0" II ~(us' MOTORCYCLE . -/ II 3 STALLS /' /~ PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP / EJ2 "' ' ~: .. \ •, \ A1.03S FOR DIMENSIONS-., '-. I '._ ~""\ "' 'PAVEMENT MARKINGS, TYP ---. I ', r··; \ ... 7' -6" -TRENCH DRAIN 7' -6" SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS 12' -O" LOBBY -400 I -01 a· -g 1/4" .I_(~\ T \_~ ' r'c\ -, ) \,, _ \ A3.02 } .-i------- --~~ I I I ! I I I I I I I I I I I I I I I l---1-------- 1 I I 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 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ---r--------- ----1-----+-- -~-,---- PROJ. NO. COPYRIGHT © 2016 -NBBJ DATE: SHEET TITLE 101760.00 SCALE: 1/8"=1'-0" 10/12/16 FLOOR PLAN LEVEL 4 SOUTH SHEET NUMBER A1 .04S DWGS PREPARED ON AN ORIGINAL SHEET 8iZ~ 01' 24" X 36" 1 ( \\ \ r STALL STRIPING / PAVEMENT I MARKING TYP ( .- 1:f&iiiiiiJr,1:Utll~ Q!!W~~fiilj~~ MATCHLINE SEE: 1 / A1.03S 17'-10" G~_3_~"1 I/ ~---------,( I 20'-10" I 21' -4" --------- ' -' I \ 1 \ \. A3.15 ) . / ;' /--\ I 3 1 \3.3) .__,_I./ ·1-' 21' -4" 60' -6" 20' -10" ' 1 ,(-------------~-,(---- ' --,-. ., I I I I )'. )( ,- -, ' - N ------;,- ' i • 8 ''< i i i • 11 _ 1------ 1 ij: ~_J ~ i ~\~ [_ i I '\"'' I I I __ _________J --11 [ __ ----= ---________J I I 8 I \ -='._-,.--I ~ I ~ ! -~D b , -, :--~r~ ~ X , --, µ ! , / X , --~ ~ I i11 'D -~ ~ , ! ~ ~ + , . N -~I ____ Q_r3,-I -m-41/~.1-1_J[~l. ~ II ] [=1=1:]:J [[17l=1:=J .• ~ ,--T -------0~m_-~-----t~--,,,"'~) _ 11 -~ 1~· ~· I --T H (10 BIKES I / '; c-'.,. (10 BIKES) (10 BIKES) (10 BIKES) 1 l ._. I "'\, I i ''I I I 15'. O" ~ ~t -26'. O" ! ~---'-= 17'. O" 3"~,._ ! BICYCLE RACK__/ : -~ ! -y 3'-6" CHAIN LINK i' 'X !,[ ~"'"' '"'' 411. O" -,~ ,, 17'. O" l' ! "--LTYP SHORING WALL CONSTRUCTION ! ~ -.•. ~ . ! : ! c•CTc•e~c-\\\ ~'~<;! ;/! FENCEGA~E /-.. \ __ 1~~ _ ~~ ! ~ '· --! " ' • SHOTCRETE Ni , PERMANENT STRUCTURAL :-1 Ii : ~ \f ' ! -I! [={OjES)[TI 1:!1 (10[E]) b-" I CJ) SHORING WALL • DRAINAGE LAYER L,u---_J =---==I _ __,, ---,._____j-"" <( 9 e: I I-8 I I ·11 I \/ I I~ ~ I -:_,' I 1' ~ ~~ I I II ---/-// ~l~~:E~~~~TCHAIN _J~ ___ [ I ~ I -:_\ I I ~ ~ I ,_..,/-I I-------·--·-------I I I I i ~ ~ i . . . !1 i i . ··.. ... . . i J I i ~ · i __ ,t ________ ~ ~--______ , __________ ~ :: ~ . , ' i . . i . , , J1. ·-----~---__ j_ ________ ._~~·~----__ -_-__ f-i--1-115=~:Hi:i-,K_) I 9r I::: I _I I I -_ I. _ __ = I I I i '~ I _r I I -k 1 ~ I :z\ ----~ I 'i ~~ i ',I: i i :1 I 8 i ~ [1 N \.I n U , 'R I '1 -I I -1-1 , I \ I ~-~ -I lJ § :k, I -+ I I } ~ I ' -----• lf-----------S,1---f---, ~-,\A-3,15/-+--"; I I " I 1•: I I ,-_J,-c. I ~ I --- _ ±' _______ cc-3'-:_ ________ [ __________ ~~---------[ ________ l ________ :;1 ______ 8 ____ 1 --------~-'; -------±~--~-~~-) ef I ~ i ~t i i i. ---~--t; i ~ t ./ " ' I~ ~"-l 'i I j i ______ t· i i .iii-==~==~= i ~ -i i --~ ~ i \i i i '1 : 8 i ~~ ' j I G---ill •i••-----llllllf,,_im~!D 41Wl41Wl -------+.---------•,i&l'f¥-·---------,----------i---------ili t__ _ '-"' ----• 4lWl -,-----ll.JJ~<HH-Mll';_q.;31-00---iJilil) <Wll '11111 lil! OOll/GiH <t ml -411!> ru, ;,-- ' I r-, -'ti--J;L _____ ~ ::~-----------l ~D If _______ J_ ________ J _________ LG _utD ____ § __ J_ _______ ----' ~~C~E_S.=_1}~3~±' ---_, ___ \/-1 \)_ l ~ ' u. ~----~ --µ u. 1' '-;-._ -' DEC 1 2 2-0\6 ,,x ., ,, -,,, ,""-------_ __ I :;/ I I rt ::S I '\ ..:1-• __ , I I I I -I ___ 8 I ~ I . t I I I. I ~--- ---:::- --PROVIDE 3' WIDE DOOR IN THIS I '. '. I I CHAIN LINK FENCE 2 [) -\ A3.02 i ,/ J /"l\ H -J· \ : ',_I_ • ./ 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 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE --------, ---i---- PROJ_ NO.: COPYRIGHT © 2016 • NBBJ DATE: SHEET TITLE DESCRIPTION 101760.00 SCALE: 1/8" = 1 '-0" 10112/16 FLOOR PLAN LEVEL 3 NORTH SHEET NUMBER A1 .03N DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" i MATCHLINE SEE: 1 / A 1.03N •~um.., ~ ¥!il!ia 1iiD tBl!ll tmt ----- (~-) J I ,, f----~ -=======k PROVIDE 3' WIDE DOOR IN THIS CHAIN LINK FENCE 60' -O" __ c ___ f-;_\ _________ c! __ _ 60' -6" I J . .__ ___________ _____,-+ ., ~- 60' -0" c;) ~J I 11 I MATCH LINE SEE; 1 / A 1.03N 1 ---------~---------~--------"-tF!D---------------------·------~ ! 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' ' ~ LOBBY Ex4 -I 306] / / <O ' I I I SHORINGWALL ----•. I <(....J ;---I S ~I ii 1\ I I I 6 STALL I • i'--, I-:: : ; < 1=,IJ?D I I I i WHEEL STOP, TYP \ -I : -,,_ CJ) 'J·lr" -{026) I I ' BOILER RM I 104 I 3 STALLS ----3' -2" , 1' -1 10' -6" DRAIN ----l'.-11-/ I " HIGH CONC 1 1 l' ,' ', ', /,-I 'CHARACTERS ". I ·1,,, " CURB I I I I ~--\ ELEC , ~-----~lJ __ J_Ll --'ST -03 1·:-5 3/4" 1 H_O. TYP 301 \ , 301] , 1~~---1_~_::"'":=~_~--"'-"'--~-ecl~ I r :Ex1T s1GN 1 rovER6"X8"":"1'"T:'r STAIRS _ ,WITHBRAILLE~ I 1t~~~~~~~~~=:g~~~~!~~~~~~~~t-,i·-~i ~-~~~~~~:sz=z::zs:h:f=trz=;;i:s:z=z::~==:~::z:=:1::.=f=1::__:::=f=--=-==::._=~====--=-==.::._F=-t:.:::F1::-=~-::-~f-::__:::=t~fc!__~~~~~~~~~-s-~· ~~~:=~~~~~L-4-+r=1=:zr:!Z:!z:===i:;:;z:z:z:sl·~:::.-· ·=·=· Fl' ------~---9" --_ 1_9_'.-9"----'I]' --1-8'~6" 18'-6' 3'-3" 15'-3" 30'-0" 15'-3" 3'-3" 18'-6" ;--------~--~ 11~--5'-' ---~-1" << ~9.---9'-' -9" EJ2 --- . ' -• 2 "\ ' ' -. -----' \ A3.16 I °"i:;:i,/ ~ \ _/ D A 0 " -N -N 0 ;... 2 \ A3.02 ) / _/ :-,------ --------- I I I I I I :-,------- 1 I I I I I I ~:: 1~-·~1 \ A3.15/I I • --I I ;,: I I '·--/ I I I I LI ~~~([j 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJECT TEAM CIVIL AND LANDSCAPE: BARG HAUSEN 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 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ·---,--~--~------ ·---,-----t--_____ _, ---- ---c---- ---,--- ---,------- PROJ. NO.: COPYRIGHT © 2016 -NBBJ DATE1 SHEET TITLE 101760.00 SCALE: 1/8"=1'-0" 10/12/16 FLOOR PLAN LEVEL 3 SOUTH SHEET NUMBER A1 .03S DWGf:l PREPARED ON AN ORIGINAL SHEET SIZE OF 24'' X 36" 1 4 es :1 q 1"=100' 200 HORIZONTAL DAJUM: NAO 1983/91 -AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NE:TWORK. 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 1 Q" 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 Q" MONUMENT CASE AT THE INTERSECTION OF SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH APPROXIMATELY 1 Q' 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 DAlUM: NAVO 1988 -AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINT USED: 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 1 Q" DIAMETER CONCRETE MONUMENT LOCATED 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). llTIUTY PRO\'D8 0 SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER AND NATURAL GAS PUGET :,ouND ~NE~GY 411 108TH AVENUE' NE PO BOX 97034 BELLEVUE, WA 98009 (425) 454-6363 FAX: (425) 462-3300 TELEPHONE QWEST LOA GROUP PO BOX 625001 LITTLETON, CO 80162 (800) 526-3557 DESCflFTION: LOTS 1 THROUGH 10 OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONCEPTUAL CIVIL COVER SHEET FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION la -$ I I ' I j I I \ ) --. I fi1 \ I I I l::/. -- EXISTING PARKING GARAGE --~-- I I I FUTURE I PARKING I i r·aARAGE ---· · '-- 1 I I I I I I I I L .. I ------:::=-,.,4,..::..,1,. : J:.· • EXISTING I J BUILDING l_ 'I ,!::;::::::::=:=:::: ...... ...... ROPOSED MEDIO'AL ,OFFICE 1Bu1761N ....J,.J EXISTING BUILDING CAUTION: UTILITY CONR.ICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND OEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER DR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Ct£CKED FOR COMPLIANCE TO CITY STANDARDS __________ Dote ____ _ __________ Dote ____ _ Dote 10/10/2016 ENGINEER· SW 29TH ST ~ ~ ! § ~ ll ; ~ ~ ~ • ~ SW J,4TH SI ,· . . l l I • SW 39TH ST 0 l S Jaflt ST SW ,usr ST SITE SE 43RD sr ~ VICINITY MAP NO SCALE l >. INDEX TO CML SHEETS: C1 OF 3 CONCE~PTUAL CML COVER SHEET C20F3 C30F3 CONC~PTUAL DEMOLmON PLAN ; CONCE~PTUAL GRADING, STORM DRAINAGE AND lftlLITY PLAN ' INDEX TO LANDSCAPE SHEETS= L1 OF 7 CONCEFPTUAL LANDSCAPE PLAN L2 OF 7 CONCEPTUAL LANDSCAPE PLAN -PLANT SCHEDULE L30F7 L40F7 LSOF7 L60F7 L70F7 CONCE:PTUAL LANDSCAPE PLAN -NOTES AND DETAILS CONCE;PTUAL IRRIGA llON PLAN CONCEPTUAL IRRIGA TlON PLAN -IRRIGATION SCHEDULE i CONCE~PTUAL IRRIGA TlON PLAN -NOTES AND DETAILS CONCEEPTUAL IRRIGA TlON PLAN -NOTE AND DETAILS ~ a. a. <( <D -w '-!::i: 0 -0 '-0 - )- )- 0 CD ;:;; w (/) ~ w z a:: 0 <.:) vi 0 5 ~ w ~ 0 z c1TY oF REl-ifoKr:J:J COMMUNITY AND ECONOMIC DEVELOPMENT CONCEPTUAL CIVIL COVER SHEET VALLEY MEDICAL CENTER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH DESIQNED JEP i-::.:==~=====-lDATE ___ 0!3/24/2016 FILENO. KENT, WA 98032 --1DAAWN JEP (425)251-6222 CHECKED AS SCALE FIELD BOOK 0. ., 0 PAGE_ (425)251-8782 FAX CONTACT: DAN BALMELLI SHEET. C1 OF ~L APPROVED DIRECTOR Of PUBLIC \\'OclKS I- I- I- I- I (/) (/) I a.. a.. a.. 6 u 6 z rn 's i_;_j ~ ~ u ~ ~ 0 ~ C. v ~ X "' "' 0 )- ;:;; ~ o II ~ '3 - a.. V ci u <J) "' " 'O .D 0 E I 0 I "' O> 0 00 -.:;; X w en 0 ::, L1...' / w 0, ~ C X ,~ .s "' C " / "' 0, 0 00 () z ID 0 -, w 0 aj