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Home My WebLink AboutLarge Format - 1 of 3© ® ® (J) ® ® --2&----tii· ;:I 4 1"=30' 0 15 30~----",60 DEMOLmON SCHEDULE REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING AND DISPOSE OF OFFSITE REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING POWER POLES, LOT LIGHTS, VAULTS, TRANSFORMERS & POWER LINES. CAP AND MARK LINES FOR FUTURE REMOVE EXISTING WATER VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. REMOVE WATER LINES. REMOVE EXISTING FENCES, GATES. AND BOLLARDS AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF OFFSITE. @) REMOVE EXISTING SIGN AND DISPOSE OF OFFSITE @ REMOVE EXISTING LANDSCAPE AND DISPOSE OF OFFSITE. @ REMOVE EXISTING TREE. ------+----Date----- Date 10/10/2016 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI I CITY OF ~ENTON 0:: a. a. <( <D -u.J '-~ 0 -0 '-0 - >->-0 CD ::; w "' ~ uJ z 0:: 0 0 vi 0 0:: G'.i a. O:'. 0 z n a w z D 5 z COMMUNITY AND ECOrOMIC DEVELOPMENT CONC§PTUAL DEMOLITIPN PLAN VALLEY MEDICAL CENTER 1--=DE=Sl:=GN.=E=.D~="'J""EP=~ DATE 08/~4/2016 ALE NO. • ::::ED ·-~:p__ SCALE I FIELD BOO!;__. ____ PAGE_ APPROVED SHEET C2 OF 3 DIRECTOR OF PUBLIC WQRi(S I- I- I- I- I (/) (/) I a.. a.. a.. 0 u 0 z m 's w . ~ H ~ 0 • ~ 0.. (I.) 0 u {/) cr, 3' " _D 0 E I z I N "' 0 ro -.:: X w en 0 "' le'. ~ i;! C X -~ " C . 00 C " / "' °' 0 ro -/ c"l 0 0 co 0 z m 0 "") . w 0 a:i .. --·------------------.------- ti -I==' Ail 1"==30' 0 ~ ' CONCEPTUAL GRADING, STORM :DRAINAGE AND UTILITY PLAN FOR I UW MEDICINE -V ALLEYi MEDICAL CENTER EXISTlNG BUILDING Date 10/10/2016 I i CANOPY OVER LOADING ZONE CHECKED AS SCALE APPROVED DIRECTOR OF Pi,,BLIC l'!ORK$ , O:'. a. a. <( w I- <( 0 >-Ill z 0 vi 5 w Cl:'. 0 z "''°'"'(~: ~-~". ;•e--, "' -' 0 -' 0 - >-0 :::;; ... w (/) (/) (/) w O:'. 0 0 O:'. {L -Q. Q) 0 .2 a. _)1---------1 DEC 12 2016 FIELD BOOK PAGE_ SHEET C3 OF 3 I- I- I- I- I U1 U1 I a.. a.. a.. ii u N CTI 0 IX) i:I z w Q w ~ ~ u "' ~ 0 ~ Q. " L X ,<'. Ct: 0 >-2 "' " "O .ci 0 E I 2 0 I N m 0 (XJ m 0 2 i:.: ~ w C ~ ·c " "' .'e "' C " / N a, 0 (XJ / '" 0 0 0 (XJ --:. Q_ ~ ;;: C\I ~ 00 .,... 0 z m 0 ""') w 0 Cii 2 . 3 4 5 6 -, ' -·< \_\__\ \ F J -··[ _j_ \ \ \ \ \ _\_ \ ' F ;:w _,+---- i ,,,- ·, ' 1-) ' C • • - ' I· '.-! I I ) i -----__ , ClJ , I · ,-~ I /f i I I ' . \ ' I I' ' : ' ' I I I: I ' i' i I i' E 1 ' . ', ' ' ' \ ' ' ) I I E \ ---1---- \ I' ---' :-- \ ., -' ,· I : (f\' I - J t I_._,,,, ' i \ \. \1 ' -, ~-----. \· : , PL':A1 ~ ... ! • ' -,. i 1::~/i/::/-ll~X~? ' D _/·--'-,. \. .. \. --\ rr-. ---LF-----'...;., I I r ---; ----------· 0 ; --0 0 --" 0 0 ., ; --., --·--" -· -, . ELECTRICAL SITE PLAN SC/\1.E: 1" = 20' -0" D C / / I L. C Ii i: 'h . ' " I ' CJ . " ' /c,' I I, ,,,e:-- '' '// e:i../ I : f •' :)',-/"I• t / ' ' ' -< \ '' ' \ ' '. I ' \\ \ ' I B GENERAL NOTES 1. ALL NORMAL LUMINAIRES TO BE SERVED FROM PANEL XX. EGRESS LUMINAIRES TO BE SERVED FROM XX. 2. MOUNT ALL WL.B1 LUMINAIRES AT 15' AFP UNLESS NOTED OTHERWISE. FLAG NOTES [j:>LUMINAIRES TQ.,OVIDEDWITfllNTEGRAL CONTROL THAT AUTOM,',TICAI.LY , • ,QFP'BASED ON AVAILABLE DAYLIGHT 9F ·AT LEAST 5[0, ·· · \ I ,,,,./" \, >· >-·:.,,,.-:>-:::,\(: \\ _,,,,./ [p:LUMINA!~ES·f6 BE '\;ONTR(/LLED BY ASTRONOMICAL TIME ; , CLOCKiTHAT AUTOMATICALLY SHUTS OFF' LIGHTING AS A ·, ..... ·· .• >fUNCTIQN OF ·~usK/DAWN SET-POINTS. ·,( \ \_ I \ '[}>PRpVIDE ~'X)!o > • OLE (TYP) . -'\C / \ "-·. I \ ------.:. / / >' >-'--'> \ \-.___~ \\ · ... ·---- \ \ \ \/ I \ \ \ \ ·v V V ' \/ \• ' \/ \\ ' \ \ ·1 \ ' I \ ' \. \ ' \_ ' ' ' i ---- . I !' ---· / \ \ \ '\ \' / / / \ \ \ \ \ \ \ \ ' ' \ \ \ .. i \ \ A \--. \ \ __ ,,... . ..,. \ 32 48 0 .. 4 ,;, e·=r::o;· ----------- B A E nbbj 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 f 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 HEA H REALTY RE UWMedicine VALLEY MEDICAL CENTER Healthcare Realty Trust VMC Medical Office Building 100°/o DESIGN DEVELOPMENT Issue Date ISSUE MARK DATE DESCRIPTION DRAWN BY: PROJ. ENGR.: CEI CJB PROJ. NO.: 160703 DATE: 12/05/16 DWG. ELECTRICAL SITE PLAN .,.n \r.~.· ·'·.·.·.; ,...., ~,., •. ) --,._____, ' :,- DWG. DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 30" X 42" 2 3 4 5 6 • • • • • • • • • • • • ..: 1' X _, _, .,: 3' N . ~ II ' ~ ;; 0 u <J) ::'i 0.. 0 .,,. n <D ~ 0 N " -" N -;,; E >= " "' 0 0 O' • "' 0 I N m 0 co / O' C ·c: "' "' C ·o, C "' / N m 0 ro / "' 0 0 0 ro / "' u Q; ·e 0.. / ::'i > I _() 0 0.. w > " ., / z iv w ~ E C: 0 --=-- (ii;: ~ 1'=100' 50 100 200 HORIZONTAL DAl\JM: 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 1 O" MONUMENT CASE AT A PC ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR MONUMENT SOUTH 24" EAST 11.4 FEET. MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE NORTHING: 163,155.0641 EASTING: 1,298,978.216 1229 LOCATION: FOUND 1 O" MONUMENT CASE AT THE INTERSECTION OF SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH APPROXIMATELY 1 O' 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 YEF[[ICAL DATIJM: 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 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). UTLITY PROVDERS: 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 SOUND ENERGY 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 DESCRPTION: 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 . 811. ,yi> Know what's below. Call before you dig. 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 LANO 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 4 7060 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. CAlJTION: UTLITY COlfl.JCT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 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 OR 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. I te I Fi i I i I CIVIL COVER SHEET FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 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. CITY OF RENTON, KING COUNTY, STA TE OF WASHINGTON EX BLDG EXISTING PARKING GARAGE NEW MEDICAL OFACE BUILDING EXPANSION EX BLDG SURVEYED• BCE DESIGNED· ZTW WAW.'J: ZTW 1------~--+--------------·-----+-----+-~-----. .__~ /1. ADDENDUM #2 ZTW 11/04/16 AS CHECKED: l---'~-+---~-------·--------'---=---'--1-C---+---1---AS APPROVED: AS NO. REVISION BY DATE APPR ., Ot<E I.\CH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDl~GLY SW 29TH 51 ' ~ ! ~ ~ t <:' ~ • ~ SW .J.tTH Sl > I > S'fr l9nt ST 0 l S J8TH SF SW 41ST sr SITE SE: .f~ ST ~ VICINITY MAP NO SCALE INDEX TO SHEETS: EX PARKING GARAGE C1 OF 12 C2 OF 12 C30F12 C4F12 CS F12 C6 F12 81 OF 12 W1 OF 12 W20F2 W3 OF12 W40F12 W5 OF12 CML COVER SHEET ' DEMOLITION PLAN TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN GRADING AND IJTILITY PLAN VAULT SECTIONS CONSTRUCTION NOTES AND DETAILS SEWER EXTENSION PLAN AND PROALE WATER EXTENSION PLAN AND PROFILE WA'[J'ER EXTENSION PLAN AND PROFILE WA'[l"ER EXTENSION PLAN AND PROFILE WA'TER EXTENSION PLAN AND PROALE WA'ifER NOTES AND DETAILS SHEET KEY MAP SCALE: 1 "= 1 oo· •••••••••• J'i.fJPROVED FOR CONSTRUCTION SUBJECT TO ERRORS A1\JD OlvllSSIONS gv. '. ··---JATE: BY: DATE: BY: DATE: BY: DATE: Planning/Building/Public Works Dept. 11/28/2016 !t".",:-~·.-·_ ~-,-~ :,., • w " ~ L CJ ;: • • • • • • • • • • • • X X X ~ X X * I:: :::; a: w n_ " !'l Ill ci z m 0 -, ~ " ~ _J _J i N . ~ II . ~ i,; 0 " V) ::e 0.. 0 -st ,;-; <D 0 N --... --... N ~ i,; E ;.= --... " 0 0 en ~ u _j > 0 I z I N m 0 ro / cn C: ·;: " " C: '6, C " / N m 0 co / "' 0 0 0 ro / "' u " ·2 0.. / ::e > I 2 0 0. <( / / ~ ;;: Q) 0 @ © ® ® (J) ® ® @> @ @ @ ® @ @) h;: y 1"=30' 60 DEMOLmON SCHEDULE REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING AND DISPOSE OF OFFSITE REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING POWER POLES. LOT LIGHTS, VAULTS, TRANSFORMERS & POWER LINES. CAP AND MARK LINES FOR FUTURE USE. COORDINATE WITH LOCAL POWER COMPANY. REMOVE EXISTING CATCH BASINS. CLEANOUTS & DRAINS. REMOVE EXISTING STORM LINES. REMOVE EXISTING SEWER MH, CLEANOUTS & SEWER LINES. CAP AND MARK LINES FOR FUTURE USE. REMOVE EXISTING TELEPHONE MH, VAULTS & LINES. CAP AND MARK LINES FOR FUTURE USE. REMOVE EXISTING WATER VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. REMOVE WATER LINES. REMOVE EXISTING FENCES, GATES, AND BOLLARDS AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF OFFSITE. REMOVE EXISTING SIGN AND DISPOSE OF OFFSITE REMOVE EXISTING LANDSCAPE AND DISPOSE OF OFFSITE. REMOVE EXISTING TREE. REMOVE EXISTING GRAVEL AND ROCKERY AND DISPOSE OF OFFSITE. REMOVE EXISTING OIL/WATER SEPARATOR AND DISPOSE OF OFFSITE. REMOVE EXISTING UNDERGROUND POOL REMOVE EXISTING WALL -,_,,_ cl5MH 11110 -\2JfflM . 76. 71 IE=73.48'( IE ' .......... '-........ @TREE (TYP.) @TREE (TYP.) 3' CLF' DOOR © CB 11525 RIM 75.27 IE 67.5 (12"CMP N & S) r;\ CB /1524 \:/RIM 75.28 I , ! , I , I DEMOLITION PLAN FOR u·w MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION \ \ \ I -7 I I I I ! i I I I I I I I I ! I I WATEK SE:?VICE EXISTING BUILDING I I i I , f • I C.AJWPY OVER LOADING ZONE PROPERTY UN[~ BY: !:JY: BY: . -~ ··1 BY: .. /~·,j j I, 7 "• _ II 11/28/20!6 Vl ['-1' ; " .) " {J . w c.:, (.) 25 -0:: z w ) ~ Vl • • • • • • • C r·. • • APPFzOVED FOR CONSTr~UCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: Cl. _, I .,: X ·Jct- :<(;•J z z LL.' :s~ ---· z 01i! ~5 0:: z t::l w ~0 c.:, z ~5= u.J ::::!~ 2: :::, (.) Vl • • I ... ~t" ! I r---"T"""--....,=---'-----'--...__ ..... __ .....,..._.._..,.. __ ..,.. __ ...,. ..... _-,~=~""'"...;..---T5,-"~"'"• ------,--------,---=------------'T'"-...1----,_.._...,..,.-="T-,-IT":~T"r--:-r-=r-1r-1------.,.,,,,,,.,rc-----l o.. I SLJ.'~VEYED: BCE OESIG'lED ZTW VERTICAL· r-lA'.ID 1'lSi3 HCRIZO~'TAL: NAD 198::;/!991 10/12/2016 " uw MEDICINE -VALLEY MEDICAL CENTER rmecc, ; °'' """ I NORTH GARAGE EXPANSION 1-.=;::=:·,.,c=,,,-~ ~ ORAWN: CITY OF, RENTON >---+------------------------j-----·-·-·---·· ____ I---------+-------~ ZTW ZTW ll/04/16 AS .('.,it~,;~~H . Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET 'S CHECKED: AS ' ADDENDUM #2 L,_ __________________________________ __.__N_o._.. ______ R_Ev_1s_1o_N _____ .......,_B_Y_..__D_AT_E...._A_PP_R..._ _________ .___'CA_LE-Af:C-OCO_'·"_" _,, ____ __._ ________ -+-_ __,_ ____ R_E_NT_O_N.:..., _W_A_S_H_IN_G_ir_O_N_9_8_0_5_5 ____ :,_H=ECT:c:=2-~0~'·..::1-2::: g APPROVED AS -<l) x _, _, <( "' N . - II ' -i,; 0 L> tn "' [L 0 ..,. "" "' -0 N '---'--N i,j E r- '--<l) 0 0 O> " "O ..J :::, u I w I N 0, 0 co / O> C -~ <l) .s O> C <l) / N 0, 0 ro / "' 0 0 0 co / "' u <l) ·o ~ [L / "' > I .2 0 a. w <( > / < / z iii w ~ C: C: • • • • • • • • • • • • 15 : y 1'=30' 0 15 .30 r j I, - TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 11/28/20!6 APPF~OVED FOf:Z CONSTRUCTION SUB,JECT TO ERRORS AND OMISSIONS BY: ______________ _ DATE ____ _ BY: ______________ _ DATE ____ _ BY: ______________ _ DATE ____ _ BY: ______________ _ DATE: ____ _ I .. --....,..----------------.,----,---~--,-:,::::=-----r=-----r------r--=-----------T"""-..1...-----.-.---~--rr--ir-r""T""--------r~----I o..i r SCALE: OATE SURVEYED: BCE OESICNED: ZTW DRAWN, ZTW ZTW 11/04/16 AS CHECKED: AS •---l--------~------------t--:::::-::-,.;,c;;.,;,c,--;;:;--1-...-: LD, ADDENDUM #2 ,-....,--+--------------------1---+-~~1----1 NO. REVISION BY DATE APPR APFROVED: AS ., ON[ l~CH AT FULL SC:.LE IF NOT ONE iNCH SC,al_[ ACCORDINGLY VERTICAL: f.AVD 1988 HORIZONTAL, NAD 1983/!%\ CITY OF RENTON Planning/Building/Public Works Dept. a a • I UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 10/12/2016 "' '==----<= FIELDBOOK: ~ '"""=''=' ~--g ORAl'IING NO: (!) -, 1-c=~~--1 ~ '""" C3 " 12 ;il ., w " "' z "J C: -~ X ---' ---' ~ N -- II ' -io 0 c> (/) ::, a.. st "' CD -0 N "' "' N '" E i-= "' "' 0 D a> ~ "O 2 <:) I N 0, 0 OJ / a> C -~ "' V .s a> C '" / N °' 0 co / "' 0 0 0 ro / "' u "' ·o 0:: / ::, > I S! 0 "-...: / / ~ G: • • • • • • • • • • • • r 1-:1 Y 1"=30' I / CATCH BASIN TABLE LINE OF STANDARD BUFFER CB # 1, TYPE 1, W/STANDARD GRATE RIM = 88.71 IE=85.37 (12" W) CB #2, TYPE 1, W/STANDARD GRATE RIM = 97.30 IE=94.30 ( 12" W) CB #3, TYPE 1, W/STANDARD GRATE RIM = 89.04 IE=86.04 ( 12" E) IE=86.04 ( 12" NW) CB #4, TYPE 2-48", W/ SOLID LID RIM = 90.04 IE=77.22 ( 12" E) IE=77.22 (12" N) IE=77.22 (12" W) CB #5, TYPE 2, 48" W/ SOLID LID RIM = 90.17 IE=77.18 (12" E) IE=77.18 (12" S) CB #6, TYPE 2, 48" W/ SOLID LID RIM = 89.70 IE=76.71 (12" N) IE=87.00 (6" E) IE=76.71 (12" W) CB #7, TYPE 2, 48" W/ SOLID LID RIM = 81.55 IE=76.37 (12" E) IE=76.37 (12" SW) CB #8, EX. CB TO BE REMOVED AND REPLACED WITH. NEW TYPE 2, 54" RIM = 81.19 IE= 76.24 ( 12" NE) IE=78.76 (12" E) IE=76.24 (12" N) IE= 76.24 ( 15" W) CB #9, TYPE 1, W/STANDARD GRATE RIM = 79.47 IE=77.37 (12" S) ,n ' ' 1 1 SDMH #522 .' I . RIM=66.05' rl'jEls"_Y'I(~ (NE) IE_=61.05' Ell_., 40~ CMP \(j,E)IE:~59:55'----- E,t\12" DI (~W).'1E=62.05' /), LANDSCAPE AREA BY WATERSHED COMPANY BSBL) 4" SCH. 40 PERF. PVC FOOTING DRAIN EXISTING PARKING GARAGE .. ~r : GRAVEL~/ _In'-~ @ LVL 3 ;: ·. •. II_•· I . 4" SCH. 40 PERF. PVC FOOTING DRAIN ! .· , 111----1 ! i~ ·. I , ,f\ ·riv--9., 1\·i I '.' 111,,---- • \ I . fj!IF-"-- . n1rr---~~ i'.1 ' . 'J.!i'---l' . I 1 • 1 ' }1111,1--'l' . . ;:/ ' . : ! _,,i----, -~ 1 ;Ex./\ O"fMP \~,Y) IE=59.25' ill "°"'' .,, BTM.,,:jT~CT.=57.55' / 6" PVC~ FOOTING DRAIN DISCHARGE , '. NEW 3-4" PVC • SCH. 80 ELECTRICAL ,, CONDUIT GRADING AND UTILITY PLAN 4" SCH. 40J;:'.r"""""~~I PERF. PVC FOOTING DRAINA~J-+~l ./}, PAAKl11'1\.1~--l ~- GARAGE l.BVEL 4 FF • 78.33 ~l.EtJE= L 8 FF •120 -~·__JJ:~;~~~~!,5,,,<::=il:' -;--L~-:1 - r__ ~----- 4:::--:ccc=il Ir----· -I------·r --· ,r·-~-! I ---~--ii I \ \ \ I \ 'I ' 1 \ L_ ! NEW B" ~--,,!, 1-a--~1 OOF DRAIN ,'1--~lf- ,-...... -·--- I I C816 ---l_H9f-- &-I ADDENDUM #2 ZTW 11/04/16 AS '"'"" l-_.....,'--l----"----------------+----r-'-~------i-----1 AS ' NO. REVISION BY DATE APPR APi'ROVED AS AT fclLL SCALE ~ IF NOT QNE lt>~H SCALE ACCORDINGLY \ \ \ Planning/Building/Public Works Dept. I /t GRIND AND OVERLAY PER CITY OF RENTON STANDARD BY• _________________ _ BY: _____________ _ BY• ________________ _ 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 11/28/2016 V) .w (.;) u 25 -0:: zw ZVl :5 ...J a. <( Cl .... zZ :5 ~ z -o (.;) 0:: z--> 0:: z ~w z . -(.;) (.;) z z-w>-w ~5: ~ :J u V) DATE• ____ _ DATE: ____ _ DATE: ____ _ DATE• ____ _ DRAWING NO: SHEET C4" 12 -1' X ~ 0 () (/) 2 [L 0, " TI 0 I N a, 0 co / 0, C ·;:: '" '" C ·a. C '" / N "' 0 co / "' 0 0 0 ro / .!') u '" ·2 Q_ / ~ I .2 0 ~ ~ 1 , l:'.:J a.i G:: Li: • • • • • • • • • • • • • 77.50 77.50 2.5' 15' 24" DIAMETER MANHOLE ACCESS W/TYPE 2-48" BARREL (TYP.) .. .. ·. IE=78.0 FLOW RESTRICTOR RISER 76.30 IE=85.0 5'x10' ACCESS GRATE IE=78.0 FLOW RESTRICTOR RISER 4'x4' SUMP IE=85.0 / 5'x10' ACCESS GRATE / / /,//////,//, 65.8' . . . 110.25' VAULT SECTIONS FOR UW MEDICINE -VALLEY MEDICAL CENTER 156 • NORTH GARAGE EXPANSION -.... N ~d' ·. . 4 • : ., IE=85.0 76.30 0.00% LONGITUDINALLY LEVEL 23.7' 51.5' .. .. · .. . . IE=85.0 IE=85.0 PLAN VIEW NOT TO SCALE / PROPOSED GRADE OVER VAULT ·~ ' . . . 43.25' . : . . . . ,, . . .. ..·-.. ,; .. • ~ • .,; · ....... ·.·. " . .. •. .. • ·c,. . !. .. :"• .. .. ~' . I>. •. 't:,. • • .. • .. • • • " • • .. • • ,; • • .. • • ,; • .. ... :-·_: .. :-·-; .. :-·-. • .. :;.._· ••• :'· ... --~.. ... .. ... .••• ...... ~.--0. ··-_·., • .i, ' .... ... . c,. .. • • ·!>, .. · .. •· "·. . , ·.-........ "· ". ' .. "·· .• .. .. · .. 76.30 24" DIAMETER MANHOLE ACCESS W/TYPE 2-48" BARREL (TYP.) - . ' 77.50 , • . 5' x 1 O' REMOVABLE PANEL d• " .. ·. ,' A . " : . ' .a . . .-.; .A,- .:,.. ... .,,,, . . ·" . •. ·, .. . --~MAX. W.S. EL=~~.5 7 12" OUT 1E=78.0 12" OUT IE=78.0 . STATIC W.S. EL=78.0 _c;z BOTTOM OF WALLS EL=77.5 . , . , 51: MIN. 5% 1,1\N. , · .. ;i:i-ll . . ' ..• EL.=76.30 SECTION A-A NOT TO SCALE ·• . . BOTTOM OF LID EL=87.0 11/28/2016 . . . . ·.·.,· . ·. • . .··.• .. ·.-_.; . ·. . . : r..;.. ::,.; . . r..;.. ~ . • . ' .... t. ,,: . . .. . ,.· : ..... ' -·. _. .. · ... · .. .e,_ • '-:-. . ..... •• .... . .· " ~·. -b.:'", ·.... ·.•• •·. ... .. -' '·"· ·, .t..:,. :" .. ·' .. b.:,.° : ... '·. \ ·;... . . .·<-· .. -. ".. ·. . • .·•.. _·l),·. ~ : c,,', ,., .-_ .. t>."· ...... ... .. .. ... • .. .. -tr, ' .. : •• : ' • .. ..., t . " -.ta'.' . . .. .. . ... . . 'i----___Jc.._~___c··-'__;~-·.c.•-·_'.c_ _ _._,_·_:'--.•-·....c..~-"--•~-·-•--',,.._'-'-··....c..··-~·-'--•-·_.-'-_._. __ ~,-~·-·_•_,_,'_·.~··--·~-·~-•-·-~-~~~'--~--:-·,~·-'-·~~·-:-·_•_··-•~·-----'-·_·_• __ ,_·•_· ___ ~-=•~-~·-·,_~_•~--··_._•·--,~··-·p-'-·-•~'-·~P'--__ •_,_··~--·-·-~,·-·-~•'-·~•-'---•-,_··-·~··-· __ ._·-~,·~-•-,-'-·-•·-~·,-i~--------j BOTTOM OF LID • EL=87.0 ., . ' . .. f--. . ; .. ·. . ... 12" IN IE=85.0 8' IN IE=85.0 MAX. V{,S. EL=86.5 ... ....,";.---- 156' 8° IN IE=85.0 8" IN IE=85.0 12" IN IE=85.0 ---.. ·---~- , • . ' .. • (/) .w ['L .. ')9, '" ~s,! ., . _./ -> z 0:: zW :s (/) {'" 0.. .J ,.,. :,_. •• ,-.--~. •C, <( -····x.,1 t- <{ Oz u.. 5~ z 01? ~5 0:: z t::l w ~0 ~~ wr;:; =' ii: e!: ::, u (/) 76.~ ~~ 76.~ STATIC_ _w.s. EL=. 78._0 ~. . --. . --+ -~ . 7_· -------------------------v--'B"'O"-TT"'O""Mc_O.,.F,_.,W,,AL.,.L.,,.S....,-E..,L==.!...77!..,. .. 5,,,_· --c)n~_· _·_ --~-·-·---~-·-·---~--~-=-·-· _-_-__ · _· _-_ -__ · _·_ --------·,,__1_·_·-~-=------------==-·-·---~-·-·----=-_·_:_-__ · _· _-_-__ · _· _-_ -__ · ____ ·_ . . :,%~ .: BOTTOM OF WALLS ~ o.nn% j _.------, ·. EL=77.5 . -~ .. .. . .'.; .. . . ·' . . ~ . .. .. ·. ;, .. ., . .:l. . ' . . : 4'x4' SUMP • ·.:1 • .. . . ,·. •. ,,:. .. -~ . . .,,"," ... ...4 ' .. ,,_. .· . " . • .. . .q ," .•. ·• : ., . . '1 ./ .• " . . -.. ;, : .. " ...... : . . · .. '! · . .. " . ., " ., ' ., '. .. · JI.-· . ,,: • ., . .· .;. .·, <! • ' " •• '·" . " : ., " . 4' . " _.. ,1 . • .· .. -" :4 . :I. ... ,,·: . : . ·"'. ...... ~-1.;._ .. • ·4 . « 4 "' <I. <f • • " _.,· ••• i, ' ·. ~ ._., _: .,,. ..4 .. " ... .·. 4" :· .,. ·". 4 .,;· .. . ... I: ... .,._,; "' . '-.... .,. ·4 . .-., .. ·" .,,.. . " . .l! ... . 4 .• ·". ·• _., .,: ·. . . . .-.~ .·· ·.,_. <I, "'.'! . • ••••••••••• . . • SECTION 8-8 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS M,D OMISSIONS NOT TO SCALE B v. ' . -----------------~ UATE: _____ _ DATE: _____ _ >< ~ >< g .. BY: ______________ _ lJATE: __ _ BY: ______________ _ DATE: ____ _ ,---..---------------------,---.,...--.,.....--~su"'""''c:-."'rn-, -----"'s"'u""LE-, ------,,---------,------------~-----'---------------------------... D-." .. ,,-----1 I VAULT SECTIONS 10/12/2016 "' BCE 1------+----------------------+---+---+-----I DESIG,\ED: ZTW 1---+..-------------------+----1----+---.;;;DR~A,=m------,-·-------- VERTICAL: NAVJ 1SS8 HORILONTAL: Nf,.D \\J8.5/19Sl CITY OF RENTON uw MEDICINE -VALLEY MEDICAL CENTER rm,uOK ; ZTW NORTH GARAGE EXPANSION 1-,,,,....'"'~' ~-g ONE 11',;CH CRA'l/lt,;(l NO: fD 1----~&_1 ~f-.A_D_D_E_N_DU_M~#~2 ______________ +-_Z_TW_+l_1~/0_4_/_l6+-_A_s___, '"'~5°,, ,/',~;~,~,~~~" Planning/Building/Public Works Dept. 400 S0lITH,43rd s I REET ~ L--------------------------------------II...-No_ . ....1.. ______ R_Ev_1s_1o_N ______ ..i..-B-Y ...... _D_AT_E ...... A_P_PR...l..·-,="1:s_'-o,========--SC>_LE_ACC-oec_"''_"__.1...-___ .....JL------------...L.---......;,_;R,;;;E;,;.NT,;.;_O,;;,,,,;,_;N;,:,,., ..;.W,;.;A..;.S.;;;.;_H;,;;IN..;.G.;;,,;,.;,T..;.O;_;N...;...;9;_;8;_;0;_;5;_;5;__ ___ ~s-R=E_ET-,~c;s-:_o~,,...!1-2~ ~ '. ,.1· '--'' ,.,.,, ;1,1.: i ,_,_,I:·.· . :.·: ., I' ., fl! ii I i ' •t! I i, ji L , , u ' ; I}; , r; • f)' ! j'11, t· : I :1 w ~ < z w ~ ~ II .!i 0 u CJ) "' Q_ N ... "' <D 0 N '---'--N "' E r- '--" o 0 "' ~ "O 0 I N (J; 0 tO / "' C -~ " " C ·5, C " / N m 0 ro / "' 0 0 0 ro / .;'! u ."!., 2 Q_ / 2 > I -" 0 "'-<{ / .-:: "' ~ • • • • • • • • • • • • FACE OF CURS 6 112" 112" R VARIES FROM 6" TQ IJ .- 1 • 1"R CEMt'.NT CCtlL:RE: TE SIDCWALK RAi.1.t:1 OR lA.NDING [~ · .. _· . =1 ' C • ~ • 0 ' 112·n. 1''R 1:24 S' 1:12 ~ 1 ___ !. .... , t'-tl' \1;.:··R, I TOP OF ROADVl'AY -- , .'.. " ' , 31B" PRE:M0LDEO JOl'JT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANO!t-JGS FACE or ADJACENT CUR8 6 1;2' CEMENT CONCRETE TRAFFIC CURB AND GUTIER SC( OEPR[GflEO CUR6 DETAIL TdlS SH[ET FACE OF ADJACENT CURB 1.24 6 1i2" FLUSH 'fllTrl GIJTTE.R PAN AT SIDEWALK RAMP ENTRANCC i 1" t:2" R. TOP OF ROAO'NAJ 1:24 1' -G'' 2'' l . 'f"".=~4-i ""-~-ec·. ~_ :.f-r-~--'-- 1' -6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DR1VEWAYS SEE STD PLAN 104.2 DEPRESSED CURB SECTION AT SIDEWALK RAMPS FACE 0~ CURB FACE OF AD.JA8ENT CURB GUflE.R SUR.f.ACE f~----\~_-. , .. ". _· ·-... \\ ' * . 1 '2' R 6 112"_ ,·R I ' L. B Ii~" '\ , , 1: R . _ !__ __ ,J-:c/ . ., ,. ' ./ CEMENT CONCRETE TRAFFIC CURB DEPRESSE°c5"cURB DETAIL AT RESIDHiTIAL OR COMMERC1AL DR!VEWAYS. ANO ALLl::YS GENER/IL NUTES" l. Se~ slandard plilllS HJ2 and 181. 1 fo, curt> 1.upansiu, 81'<1 wnlr,lclioP jofr11 spacing 2. Not used. 3 For Depressed Monoli!hlc Drl11cwa~ Curb & Gutter s~cUon, seo S1.indard Plan 1D4.2 PUBLIC WORKS DEPARTMEsT CEMENT CONCRETE CURBS TOP OF ROAIJ/>/J.\Y ZURN. Z88S-HD 6-3/4 [171)W1DE REVEAL TRENCH DRAIN SYSTEM WITH HEAVY-DUTY FRAME ASSEMBLY SPECIFICATION SHEET TAG ENGIN.SERJNG.SPEClfl'CATION;lurnZ~HD CMnnels a(e BO (2W2} k:mg, -6-314 {17·1_1 wide rev=! nnct fiil¥6 a 4 [102) !hrn:sl MOOu1M gham'id s~cb,:ms me maOO d U% wat~r 1i!P!W;Wni,l1igh Defllil;y Po!y~tl'lyieftt! (HOPE),_ Ctmnfffih rnYe a po$i!mii me:chSJliU!J co.onpqllon .o-e1ween dlimrMi seciir;.;ns t.'ln! vtlll net ooprm,te <lur:n:g the !flil;,d,aticn and mwisnlcalfy i~ fnt.c the eoncroie surr0-w1d f'Net'-J to [.254J Ch.u)f)els vH:tqh i~ lru'n 2.3: Jti::.,[LOekg,J ;wr trne!lr toot haV~ a i;,mootf', 1-ifl" fJ1'l tmiiu;,e;d salf cl~anir¥J bu!forn with ¢ Ma;r11N01f s v;J';ifih:;ten! tif ,,DOO &r;! .75.'$ D:f fll!i:i<J\.f;)l (}o/; bulH m 1iJ~fXi·· Crnnners ha~,;, _relHl:f Cl!_;:n> stand?PJ VJ P\lt:ura ttet"d'I in its fmru ]{l-C.fl.:fCR C-rmnne!s prnV,.:J,;'tl with 3.t;indard OOC grntes !hat lo/$ _down to_ frnrm. lt.rn .5,$7$ {1:37] Yt1de _fe.'ie:J,l 01.Jct!HS lrcn Siot~d Owl.G C<!Mormiug toASTM i;nW,~1km AB~. Qn;;de &0-55-0Q. DJct!fa ff?n grate l~ Ja.w,d O:ae:t. C: per !t!J PIN ENl433 !tip <o-ad SwppliBtl [n :W [5-0Sl rir;,ml;ta1 kmglh$ v,t\h 1ll[J3J wide s!ct:., imi a/4' 119] be<1/1f!B_;J1,p\h. Gmli:i n-1~ ,)fl ilt%~ Of~$, 1 Sq, ln l,'1!1' tl {5&A53: ~. P'«' m~t:1l fl'w.. toe fl.671 t.ttiek He.av;,Duty Cmtltm SW:el frame At4aml)ly CQn!Qrn1s w AtnM A3ti-Wth iQ ~_4 ;102! tong ;,r1&,orn ~ .ao f20;12}. Grate lod!.ct;.:r,,,n b-af3 are to he \n th®-frfilt.'.il, Fmme sw;:i;,!lad wtth VJi,!ed frnisti. Atj '(!"cl{\5 mvst b~ w a ~runoo we1det pef ASTM sian¢arct AWS 01. i. pr~-<1 in thfi IJ,$,.A. ffi;fflCf!K,t§/Q#~~ ~Grali:t~1U:<'li~.,a<:n.:,,f{,t-,t1D.M·Ni4.3JJ .(--a:, 8.J?'.!!XS &1..0 ?s G·w::. c.::,;; ~ • ?:Ion,;,; JM\l&S-0?:li * Ftt &141-4-5,H'BZ? t W!ir',i Wid& 1,"J;;l:; WM<,.Js,/Ti.<";;Qff; fo f;Ht&JJ.: ZVflli IN.(;t,J$1P1::C:$ Llftrrrn:.o i -:1,,'44 !i.s!\_,E,_ Orh:e ,;, t&$::l]:;$$vr., (h'lt:J/\0 L4V1l2 t ?:h-t>n,>; 'i0$-';!1J5,-lcll71 F;;_i;:; Sf.\;iijl)!,,-1:6-2" Trench Drain L Tite channels will be manufactun:d ofHDPE with a 0.75':lO built Miu slope,. The dmnnels shall 'be o. inirtlmum of 80 invhi:t: in length (in order to min1mizt: the amount of joints) with mt:Ghanically int1?rlocking ends. T.n.-: channds will ht;; manufactured \vith vertical ribs twe-ntv .ind1cs on center. Steel frames -wm be attached to the channels prim to instalfatlon. Integral gatvnnlz,;,·t:! skd edge ralis will not be u.HoweJ, 2. Tht.~ di.ume!s wi!l haYe integral tic~<lown/h:vding m nvemy in-ch lntervnis to a.S:S)Hl ln installation. The ;,;hannds wm havt..' -0% wmc-r abs.orptiou. 3. Thu grm:es wiU be longitudinally .slotted ductlfo iron~ an<l c()mply with ADA requirements. The trenc!i drain usscmbly ivHi be rnted for Load Chl-% B. ,, CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 8/llDGE OR PEOESTR!AN RAIL!N(; IIARRl~R • ~~t: CON"Tlll\CT PUNS VEr!TICI\L WAL~• SEE DEL\il ADJACENT TO CURB 6\JFfER5~1llF ADJACENT TO CURB SIDEWALK ; f1N1SHE:DGP.A0E l"jlrl)6ELOW ' TOP OF 1'.'.0NCllnE S:JRfACE SIDEWALK AD.IACEN"f"TO WALL DETAIL r VJR8 tlQl lilC\.tOeO l.'-1 SIO ITEM~ -1·v __ _ 't~-i't~_.;,.;;-~::":·:· ;j ,,,-,// ADJACENT TO BUfFER STRIP .JOl~'T ANO FINISf-1 DETAIL ·"/ / BROOl,IF:.0 flNbH 4 · WIOE S\\OOTH Gl!/\'Etl I CONCRETE GUIUJ jCURB /'1-J-lO QLJTTER SHOVINI NOT INCLUDED IN 8!D ITEM RAISED EDGE DETAIL EX1Etl0 SIDEIWl!.K H!ANS•)E.RSE iO/'llS fO INCLUDE HAl3E) EDGF. For NOTES see STD PLAN 104,2. Paved surfaces must comply with ,§ EXPANS!ON JOINT f ___ JlJ~E~-.. " , . ., , . . . -;-r-;-' ; cl', • • !h I • .~ ;,o: ,.'1,.··~~·. ._ .. __ ,..,_. ·•-,!,,.,.,• .• - C CONTRACTION JOJNT PUBLIC WORKS DEPARTMENT CEMENT CONCRETE SIDEWALK SITE SPECIFIC DATA PR,iJJECT NUMBER PRl)J[Cl .lOCAT/()_N 10 4 f43 REl!l()N, ,;,, ... RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION #3 BAR HOOP ____ / SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION NOTES ~--- Pl PE ALLOWANCES -------···-------- MAXIMUM PIPla r,1ATERIAL INSIDE DIAMETER 1--.,-.... -... . ""··--- REINFORCED OR ,,. PLAlts CONCRETE ALLMEfALl'IPt 15" ·-----· CPSSP* 12" (STD. SPEC. g.{)5.20) ·-,--· ··--- SOLID WALL PVC ,S' (STD, SPEC. fl-1)5.12(1)) . ------- PF{OFILE WALL PVC ,.. (STD. Sf'EC. Ml5.12(2)} -----·-···---·-* CORRUGA.TEO POI. YETHYl..ENE 1:\fCRM S!::WER PIPE 1. As acceptable alternatives lo the reb.ir f.lhown In the PRECA.ST BASE SECTION, fibers (placed according to the Standard Specifications). or wire mesh having 1:1 rnirdrnt.1m area of IJ.12 square inches por foot shall be used with the minimum required rebar shown In lhe AL TERNATIVC PRECAST BASE SECTION. \fl.ilre mesh shall not be placed in the knockouts. 2, The knockout diameter shall not be greater than 20". Knockouts shEJII have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pfpe ls installed, fill the gap with Joint mortar In accordance with Standard Specification 9-04.3. 3. Tile maximum depth from the 6nished grade to the lowest pipe inv1.1rt sha!I be 5'. 4. Tile frame and grate must be Installed whh the flange down. 5. The Preca-;;l B..1~f.l Sec;\ior1 may have a rounded floor, and the walls may be sloped at a rate of 1 :24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. Alt pickup holes shall be grouted full after the basin ha,;:, been placed. 6. AJI grade rings and castings shall be set In mortar in accordance with Standard Specification 9-04.3. PUBLIC WORKS DEPARTMEKT CATCH BASIN TYPE 1 STD. !'LAN .c-. 200.00 ouna PIPf SU: NOTES MARCH 2008 --------{------/ CATCH BASIN FRAME ANO VANED GRATE iDETAIL 2!l'J.00) ! ---·-:,~.f ::_-+~~d-~·~/-/ __ :;:::~:LAR ADJUSTMEITT SE~O~ ~: ORCIRCULARADJUSTMENTSECTION £ GROUT. TYPICAL (S!::ENOTE5) _ ~-~\--FLAT SLAB TO? .........._='.'i: r. -:a-_ .. ~---·.~-. __ '-c - NOTES ' -!•\. -~·~~_'..l!0".72",a.l"ORg6' SHCPS00_( LADDER '= ~-,""'~,--12" ' • • \_;'~ .. --.:-'.\<,:. GR"-11<:kllACKFlLtfOR ijr , -'P PIPEZOtleBl,OOING SE:PARATE BASE PRECAST 1. No steps are required when haighl/s 4' or less. CATCH BASIN WALL THJCKNESS DIAMETER 48' 4' 54' 4.5" -···· ---·· ·I---·· 60' 5• 72' ,. "' ,. 96' ,. 2. The bottom of the precasl catch basin may Lie sloped to facilil,:1te cle,:1ning. 3. Tile rectangular frame and gra!e must be installed with the flange down. The frame may be cast into the adjustment secUon. 4. Knockouts shall have a wall thickness of2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wan and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar In accordance vJlth Standard Specification 9-04.3. 5. All grade rings, risers, and castlngs shall be set in mortar In accordance v.ith Standard Specification 9-04.3. . CATCH BASIN DIMENSIONS M4XIMUM MINIMUM SASE REINFORCING STEEL BASE DISTANCE ln21ft. JN FA.CH DIRECTION KNOCKOUT THICKNESS BETWEEN SIZE . 6" , .. , .. , .. 12" 12' KNOCKOUTS SEPARATE BASE INTEGRAL BASE "' ,. 0,23 "" "' ,, 0.19 "" 48' ,. 0.25 I "" .,. 12" 0.3~ "" 72' 12" 0.39 "" ----· -'4' 12" 0.39 0.29 -·- . ·--. ··---~~------· .. --.. ··--- i PIPE ALLOWANCES ··--:~ i CATCH J:'IPE MAT~RIAL WITH MAXIMUM~N-~O-~E_IAMfiTER BASIN ~ ALL r::::::-SrJUU noi'TLE DIAMETER. NCRETE METAL I CPSSP WALL WAU._ i G) PVG(V PVCql ·-w-24· 1 31)" · 2.:i· '2]' 30· . ---- 54" 30" 36' 30' Zr ,.. "'' 30" . "' ,~ 36' 42'' 72" ,Z' 54" •~ 36' ..... B4' 54' 60" 54' ,.. .... ··--~ ' ,~ 60" 72' 60' 36' 48' ,1) Conugated Polyelh}lene Btonn Sewe; Pipe (Skl. Spec. g.os.20) ®{Std.Spec. 9-05.12(1)) @(SW. Spec. 9-05.12(2)) PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 2 STD. PLAN -201.00 NOTE:: J'ROVlOt IMPERVlOUS CHECK DAMS (CLAY) PERPENDIC-UL.\R TO rHE SLOP£ OF THE CONCRETE ABOVE, WITHIN WE DRAINAGE MATERIAL BELOW !THE CONCf~C-fE. rn1:; rs W Pf?EVF:Nf .WATER FROM FLOWiNG lATER":'L[i;_WJTHlN."THE DRAJN RCCK .. ;_DRAJN ROCK CEUS·SHALL. BE" Bfi5fD ON THE ~;LOP: OF fHE PAVlMLNI l'!HJ:S:HLD SURfACL " ···---· --·-· - MARCI! 2008 'Tfr£ATJl[NT R£QUIREI NON-WOVEN GE01E'.XT1LE FABR!C HJLUM[ 845£0 {CF) 2-l'&W rt.Ok (CFS} ! 0.025 TREAlM[Nr_HCl AVAil.ABLE-{rr) &.YU:! PiPE 2 OUTLET PIPE [PEP ;2·· PRtl"Rt.AlMEH! fil()fiUPATtON or::x:n4RCE fR1:i"fELEV.4_TiON i Yil40 90.40 90-1'? : -T -j StJHFACE £(!.AD j H2!J IN-IJ!RECT H20 JfHJfR£C[ f/20 '" 30·· N/A 1,/J/I W£f/..ANDMt;C'!A Ot:UVCRY MflHfJ{) !£() Ofi!fiC£ 97[ {!YA !NCIH.SJ ;!f)J[i~ MAXiMUM PICK WE«;HT (WJJ TBO INSTALLATION NOTES /. C(!NTF?ACTOR TO. PROvtDE ALL lABOf.~ U)IJ!PMENT. MATERfAL.S Af,'[J fl'Ki0£NTA£.S-'8£0!l!8ED TO OfFl:CAD AVfJ !NSTAU. Tf/f SY5T£M AND APPi.H?I[!1AfiCFS ft/ l-lX0RDANC£ WITH TN/5 D84Jir1tiC AND !HE M.ANU'ACTURER5 SPD;,/t!G'AT!ON5. UNLESS O!i-if..RWJ':,E SWED IN MANUFACTURERS CCWTPAC-7. ?, IJNll' MUST[;[ iNSTA!.lED ON L£Yi1 BASr ,i,.l,;JJJ/JflCll!HEN RECOMMENDS A M!MMUM C Lf',!£1. RUCK BASE' UN!.ES5 SPEC/Ffffl !ilt iHE' ?ROJf:0 EN(l.~'i'lJR. Wt!JRACTQR IS RfSPON5!F'LE TO V'::RiF( PROJffT Uif.JNffF;-S RECOMMEND[{) BASE SPEC!FICAT!()NS. J. ALL P/PES MUST BE FLUSH 'rWTH !NS,'[;[ SL'RFACE iJr CIJNCH'E!E (P!PD ClNivOT !NliWD[ EffOND fWSHj, !.NVERT or OU!FLQ;r PIPE MUST 3£ FLUSH WITH Dt5Cl-fA.RC£' CHAMBER fl..(KJt?.. All G-iPS AROUNU !--'iPf.S inAU. BE 50,LED !-l'.-1lER T,';;HT WHH A NON-Sr!RrNf-.: (;R(',{f{ P£i? MANl!FACTiJR[R5 'ST4ND/i.RD CONNECTION DEIA!L /lllD 5/-iAJ.L MED OR [X{,'[E{) REGIONAL FIFE CONNECTtON SJ!JIDAR{)-5 4. CONTR.-iCT(!R TD SUPPLY ANfj fNST/!J...l All [YJ[,?ffAl CONN[CTIN(: P!Pf'S- !i CONTRAC!CJR RESPCN5IB£f FOR /i6fAUMHJN OF ALL Ri5£R:', !/).\j-i(}l[5, AND ft4TCh[5 (;()N!RK:rce !O GHOU( All MANdvl£5 /j,'f) HATCHES ro MA{{,H f-lN!SHED 50ft'FACE UtJL£S5. 5TEC/FiED !JTHERW!S[ 5, DRIP OR SPRAY !RRfC',J,liON r?EQU:RED CW A.: l UM/5 Wl!H VEGUM!ON. GENERAL NOTES .VANUFAC!!IREi? ff) PNGk1DE All M,1fff.itil.S 0At[$S O!H[RV/!ff NI)![!) .. 2. AU 1)JM£NS1rJtt5, £LfV!;!/ONS. SP[JJfif'ANCNS rii/D C,,1?ACYn£5 AR[ 51JB.:'[CT TO CiW}G[ PCR PRO-J(Cf 5P[C!FIC uR/.W!WJS !Jfr/l!UNC (X,:;C! DlME/6/CNS, WE!CHTS AN£! ,a1CC[SS0Ri£S f'lf/6£ CON!ACf Ml!NUf,.1Cf1X?[R. .&. ADDENDUM #2 ,1 i ! • n l n /}![ F>'.[:/)Jtf ff5{;k22} #M Ff HCV'!!."l{i)ii> Olli 0: V!)I,'( Gi" fi!f Ffr.Wt;//Ci !iS FM£!;/$· 7.<B.:1J. IJJ(l,J1}; 1,&l~,Jlit: J,X,.j,1)/f; leW!Hi PJii!:G/1 NO. REVISION i} 'IEHfICAL UND[f{f)RAJN IIAN!FOI.O D/IAIN /)()WI/ UN£ PLAN 11EW Pf/£-FILTfJ/ CAf/Tfil/){]£ ~!NIE PIPE Sff NOTES 1 s·-1'+--' I ~;e~~=~~l .1'-s· ----J'-2"----- ELEVA T/ON 11EW Ph'CPR!E!Aftf ANO C!JNf!(A:.'NfiA,'.: SC:FNEYED· BCE DESIGNED: ZTW DRAWN: ZTW ZTW 11/04/16 AS CHECKED: AS~ BY DATE Af'PROVED: AS APPR I cf, fS/Rl¥ !REMM[Nf FLOW (1.,'FS) 0:025 OP£NATrNG NCAD (FT) Pii£TR[A[MfNf UJNJ;NI) RAT£ (C:f!M/":F} j o.9 _____ .,.,, __ M •M·~--,-M ...... ---- W[T[,.Ahi) MEDiA WAD!f/G RATE {GPM/SF} ' 0 5 MWS-L-4-6.33-V-UG STORMWATER 8/0FILTRATION SYSTEM STANDARD DETAIL SCALE: 0,'lE INCH AT FULL SCALE IF r--.or ONE INCH SCALE ACCORD,NGL Y VERTICAL: NAVO 198'3 HORIZONTAL: NAD 1983/1991 MiR/<Fl i 60N OR APPROVED EQUAL / f WlDE CLAY CHECK-· bNJ .SPACED PER 1HE T1\BLE 8.ELOW. WfW'J _rt PERViO!JS (POR_OLlS.) CONCRETE" PAVEME.Nr CONSTRUCT IN ACCORDANCE WITT/ 522.1 ~os Ji," AGGPEGAIE, '/1/C 0.28-0.33, MINIMUM C£MENT CONCRETE~520 IB/CY WITH FlLTER FABRIC. . ·--··-···-·-· ···---M\X !)[Sl('.;N SUBMHTAL REQUIR(O SUBGR°ADE (W) COMPACTION) "-"-~ -_-··:····· SLOP[ SPACING (MAX.) i A MlNIM!JM OF 8" Of FR ff ORAINtNG WASHED FRAC1UREt) ROCK --------·-"'--"""" l I ~ 1~ r I ,· I 6-10% 5-6% 1 PEDESTRIAN HANDRAIL NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. ~ 1 o· 20· ' ~ ~ ,-- BY BY: BY: BY: ENT SECTION I ~IN. I ~ ~ --• APPROVED FOR CONSTf:;:UCTION SUBJECT TO ERRORS AND OMISSIONS DATE DATE DATE: DATE: CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH, 43rd SI REET RENTON, WASHINGTON 98055 -- fl/28/2016 DATE: (/) .w (;) u z--~ zw 5(/) a. _J ~ Oz Zw ,:5 ::;; ' z •O (;) Cl'.'. ~5 O'.'.z t::l w z . -(;) (;) z z-w >- _J ~ -Cl'.'. ~ ::, u (/) • 10/12/2016 FIEbDGOOK: PAd~· L!Rr\l'/ING NO: sHm CSoc, 12 • _J _J ~ N ~ 0 u V) cr, " -0 ui I N m 0 co / cr, C -~ " C '6, C " / N m 0 a) / ~ 0 0 0 a) • • • • • • • • • • • • ~ A:: : y 1·-20· 0 10 20 40 ~ // STA: 0+33.69, 30.43' L N: 165107 .6559 E: 1298928.6800 RIM = 71.66 IE " 62.43 (6" S) 88001(1, STA: 0+39.08, 31.94' L N:165107.5764 E:1298933.8727 . RIM = . 72.29 ti IE = 62.81 (6" S) · t_ l · [) r /~J:.;i;---rR SEWER EXTENSION PLAN AND PROFILE 8800 t2. PER CITY STD. FUN 403.1 STA: 2+25.61, 76.67' L N: 165135.6862 E: 1299108.8289 RIM = 89.74 IE = 82.00 (6" S) 73 LF SDR-35 SS @ 7.10% STA: 0+33.96, 21.07' L RIM " 73.25 IE = 52.24 (6" N) IE = 62.14 (6" SE) \ I ' // /I I , , / / / 1 "=20' HORIZONTAL 95r---.------,-------,------,-----,------,-------,------,-----,------.....,------,------,-----,-----.....,------,------,-----,------,-------,------,-~95 , ............. ···· -·· · •· · · · ···· -· ············--------1····-·· ···· ··· -----------·---+··-·-·· •·· -·-···· -··+-··--·-··········---+-----····-···-----··r-·····-· ·--·---1---······· ·-·-----·-•-----·----·-·······l···---·--·-.. ·-··---1 ---·-·····--·-~-1--,~--................ l--·---···--l-·-· .. ··-·-··"···-········+···················· I ~~--· ~ , __ ----~--- 1-.......... • ... -··-··-····---·---:-·····--·-··-----·l·-···--·-·-·--·····-ii---··-··-· -+·-····················· ··I -· ... ., ... ,, -, ·"'-"". ---' I ····-···························-·········+· -,_,.. ·"" ··· -~--· .......... ,-....... ------·····I··· ·-····-···-·····i···-------+-···--.·I ·+·······················-······· ········+- I .•..• .. .. .......... , .. ---' --··--!-·---··-······•········· • ········ · ················ ·-1--···· .. ·································-······i-·--·· ' ---1-••••••• ......... -•• + ...................... _-+····-·····--···--i-----· --+-··----------·1···-------f-. ... ~.0-C::.-• ........ +------·---+----·--·-·······-··••••i--------1·--------·}----·--·--·-····1·-·················1 I ..................... -....... 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M J. -+ --······· -:i::_STA;·--2:i-24;35, 1.34', U, -. .. .. :=t=· ····· ...... · .. · ... ·:·.-.... -+.·· -·---·---·--··-+··--------·· .. ·+············-···· -o+50 o+oo "' "' "' CD I.CJ h 1tOO ,o n co ,o '° co 2+oo '° 0 m s+oo 3+50 SANITARY SEWER NOIES AND BPECFICA110NS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY . ' 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS AP~ROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING ' CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1 O.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO HIE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.0PEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS ISHALL-BE··SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SAT/SF'iCTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER T 1 HE COMPLETION OF CONSTRUCTION. I 14.ALL PIPE AND APPURTfNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT(APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS S~ALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE' BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLDRIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. HORIZONTAL DATUM: NAO 1983/91 -AS 'PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE CONTROL POINTS ARE AS FOLLOWS: VERTICAL DAl\JM: NAVD 1988 -AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. BENCHMARK• BENCHMARK "F" CHISELED SQUARE AT SWC OF WATER VAULT 11/28/2016 VJ .w (.') CJ ~5 z 0:: zW :'S VJ a.. <i! CJ I-~ ~ z ·O (.') 0:: z--> 0:: z t::J w z . -(.') 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FIRE HYDRANT ASSE1v1BL Y FILL ,IYDl,ANT LOCATION IN CUT OF Fl!! STD. PLAN -310,1 ·ec~~=--·-' _,_. --·--- MARCH 2010 •••••••••••• CITY OF RENTON Planning/Building/Public Works Dept. BY: BY: BY: BY: A:::if-'J:\0\/ED FOf\ CONSTRUCTION SUBJECT TO ERRORS ANO OtvllSSIONS DATE: DATE DATE: DATE WATER NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOllTH 43rd STREET RENTON, WASHINGTON 98055 11/28/2016 "(l .. (' .; : J • • 10/12/2016 FIEL0800K· PAGE: DRAWING NO: s•mws"· 12 1 2 I I I I 3 4 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 1 I I I © \ / ~ - \ \ I I " I I I I I I I I I I I I I I I I I I I (E)NORTH SUBSTATION D I I 1 EXISTING SITE PLAN 1/4" = 1'-0" D / / / / /, I I I I I J I I I I I I / / / / ( , [/ [/ C (E)GARAGE ELECTRICAL ROOM \ \ \ "~'"-~-~ ~ I ! \' C \ \ \ B • • D D B • "C'·L.<C, "MC ', A SHEET N<DTES: p (E) 75KVA PAD MOUNTED TRANSFORMER. FIELD VERIFY ROUTING AND LOCATION OF (E)UG DUCTBANK. REMOVE FEEDER BACK TO (E) OUTDOOR DISTRIBUTION CABINET. REMOVE (E)UG RACEWAY, 10' PASS PAVED AREA BOUNDARY. REMOVE PAD MOUNTED TRANSFORMER AND DISPOSE OF AT AP~ROVED LOCATION UNLESS DIRECTED OTHERWISE BY OWNER. UPDATED DISTRIBUTION CABl,NET SCHEDULE TO INDICATE (E)400A BREAKER IS NOW SPARE. [I> (E)LIGHT POLE REMOVE LIGHT POLE, LUMINAIRE, POLE BASE, UG RACEWAY AND CONDUCTORS BACK TO SOURCE SALVAGE AND RETURN EXISTING LIGHT POLE AND LUMINAIRE TO OWNER. [l> (E) NORTH SUBSTATION. SEE E1.01 AND E5.01 FOR NEW FEEDER SCOPE OF WORK. (t:> (E)POWER MANHOLE SEE E1.01 AND ES.01 FOR NEW FEEDER SCOPE OF WORK. p (E)COMMUNICATION MANHOLE. SEE E1.01 FOR NEW COMMUNICATION CABLE SCOPE OF WORK . @=> (E)GARAGE STAIRS. REMOVE EXISTING STAIR LUMINAIRES, DEVICES, RACEWAY AND CONDUCTORS BACK TOP NEAREST J-BOX AND CAP. -.,,.,, / " - (E) OUTDOOR DISTRIBUTION /,// '/ /, CABINET TO REMAIN -__ / • I (OW s. 177TH STREET ICA[[O Puaw: llkiHr OFIVAVJ P"O '!, ,,.-C' ,\·, \<,,'>,• "'">.">C•·\'C',L',"-• ' -· .. -· --·." o ...... __ 2rs ___ s,_0 _______ 1oro------~1so ~ 1"=50'-0" feet \]7 A 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 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MARK DAT DESCRIPTIO ---r------1 --------• ·---,-··-------,-----.----·-------· a-----1 ------···-· .. ·--,----.. - a-----,~---- --. --------- PROJ. NO.: 101760.00 COPYRIGHT © 2016 -NBBJ SCALE: 1/4" = 1'-0" -·· ··--------------------~ ... ._ ---- DATE: 10/12/16 SHEET TITLE SITE PLAN-DEMO SHEET NUMBER ED1 .01 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 1 2 3 4 1 2 / I I 3 4 CD ~~~ SITE PLA_N_ I I I I ! I l I I I / I I / / i , D ;·-- / I I D ---·-----------·-·-··--,------------------so-------------- C B . ---·-·-·-·---------·--·-··-- ·- C B A SHEET NOTES: [I:> (E) POWER DUCT BANK WITH (3)4"C(SPARE). INTERCEPT (1)4"C. AND EXTEND TO (E)EMERGENCY POWER SWITCHBOARD E. [t:> PROVIDE NEW EMERGENCY POWER FEEDER CONNECTED TO (E)100A CB SPACE.SEE E5.01 FOR ADDITIONAL REQUIREMENTS. (t:>-PROVIDE NEW NORMAL POWER FEEDER CONENCTED TO NEW 600A CIRCUIT BREAKER. [l:> PROVIDE NEW "SQUARED" SOLID STATE TRIP CB SPACE(MODEL SE OR APPROVED EQUIVALENT), 600A,480V,3POLE WITH MICROLOGIC LSIG ADJUSTABLE TRIP SETTINGS. SET TRIP SETTINGS PER COORDINATION STUDY. @::> PROVIDE (2)4"C UNDERGROUND FOR FUTURE COMMUNICATION WITH INNERDUCT AND PULL STRING. (t> STUBOUT, CAP, FLAG CONDUIT OUTSIDE BUILDING FOR FUTURE EXTENSION. [t> SEE CIVIL FOR ROADWAY RESTORATION. (t> PROVIDE 1"C (FIRE ALARM) FROM (E)FIRE ALARM ROOM TO (N)ELECTRICAL ROOM AND 1"C.(VIDEO SURVEILLANCE) & 1 "C.(SECURITY) FROM (E)ELECTRICAL ROOM TO (N) ELECTRICAL ROOM. @:::> (E) POWER DUCT BANK WITH (3)4"C(SPARE). INTERCEPT (2)4"C. AND EXTEND TO (E)NORMAL POWER SWITCHBOARD MSB· 1. [j]:> PROVIDE PULLING MANHOLE. [D:> PROVIDE (2)4"C (NORMAL POWER) AND (1)4"C (EMERGENCY POWER) UNDERGROUND DUCTBANK. 0 25 50 100 150 CD feet Q7 A 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 3009112AVE NE, STE 100 BELLEVUE, WA 98004 UWMedicine VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION I CONSTRUCTION DOCUMENTS MARK DATE DESCRIPTION ---------- . ---" -----· --------. -· ----+-- PROJ. NO.: COPYRIGHT © 2016 • NBBJ DATE: SHEET TITLE 101760.00 SCALE: 1'u = 50'-Q" 11)/12/16 SITE PLAN-REMODEL SHEET NUMBER E1 .01 DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 38" 1 2 3 4 ----------------------------------------------~--~------------------ MITIGATION PLAN NOTES MITIGATION PLAN OVERVIEW THE PROPOSED MITIGATION PLAN FULFILLS THE REQUIREMENTS OF RMC 4-3-050.H. IN ORDER TO ALLOW FOR THE PROPOSED PARKING GARAGE EXPANSION AND ASSOCIATED GRADING ACTIVITIES, STREAM BUFFER MODIFICATION AND UNAVOIDABLE TEMPORARY STREAM BUFFER IMPACTS WILL OCCUR. BUFFER MODIFICATION WILL TAKE THE FORM OF REDUCTION WITH ENHANCEMENT AND BUFFER AVERAGING WITH ENHANCEMENT. TEMPORARY STREAM BUFFER IMPACTS, WILL ALSO BE RESTORED AND ENHANCED IN-PLACE. BUFFER AVERAGING WILL OCCUR AT A 1 :1 RATIO, AND BUFFER ENHANCEMENT WILL OCCUR AT A 2:1 RATIO (ENHANCEMENT AREA: REDUCTION AREA). MITIGATION GOALS AND OBJECTIVES 1. WITHIN THE PROPOSED RESTORATION AREAS, ESTABLISH DENSE NATIVE VEGETATION THAT IS APPROPRIATE TO THE ECO-REGION AND SITE. 2. WHERE INDICATED ON THE PLAN, AREAS WITHIN THE RESTORATION AREA WILL REMAIN SUBSTANTIALLY VEGETATED WITH A PREPONDERANCE OF NATIVE TREES, SHRUBS, AND GROUNDCOVERS AND WILL CONTAIN LITTLE INVASIVE OR NOXIOUS WEED COVER. PERFORMANCE STANDARDS THE STANDARDS LISTED BELOW WILL BE USED TO JUDGE THE SUCCESS OF THE INSTALLATION OVER TIME. IF PERFORMANCE STANDARDS ARE MET AT THE END OF YEAR 5, THE SITE WILL THEN BE DEEMED SUCCESSFUL AND THE PERFORMANCE SECURITY BOND WILL BE ELIGIBLE FOR RELEASE BY THE CITY OF RENTON. 1. SURVIVAL: ACHIEVE 100% SURVIVAL OF INSTALLED TREE, SHRUB, AND GROUNDCOVER PLANTINGS BY THE END OF YEAR 1. THIS STANDARD CAN BE MET THROUGH PLANT ESTABLISHMENT OR THROUGH REPLANTING AS NECESSARY TO ACHIEVE THE REQUIRED NUMBERS. INDIVIDUAL GROUNDCOVER PLANTINGS CANNOT BE FEASIBLY COUNTED. THEREFORE, GROUNDCOVERS SHALL BE MONITORED FOR AREAS OF OBVIOUS MORTALITY AND APPROPRIATE REPLACEMENT QUANTITIES RECOMMENDED BY THE RESTORATION PROFESSIONAL TO ENSURE SATISFACTION OF THE NATIVE COVER STANDARD (BELOW). 2. NATIVE COVER: a. ACHIEVE 50% COVER OF NATIVE TREES, SHRUBS, AND GROUNDCOVERS BY YEAR 3. NATIVE VOLUNTEER SPECIES (BUT NOT GRASSES) MAY COUNT TOWARDS THIS COVER STANDARD. b. ACHIEVE 80% COVER OF NATIVE TREES, SHRUBS, AND GROUNDCOVERS BY YEAR 5. NATIVE VOLUNTEER SPECIES (BUT NOT GRASSES) MAY COUNT TOWARDS THIS COVER STANDARD. TREES AND SHRUBS MUST ACCOUNT FOR A MINIMUM OF 65% COVER. c. SPECIES DIVERSITY: ESTABLISH AT LEAST THREE NATIVE TREE SPECIES, FOUR NATIVE SHRUB SPECIES AND ONE NATIVE GROUNDCOVER SPECIES BY YEAR 3 AND MAINTAIN THIS DIVERSITY THROUGH YEAR 5. NATIVE VOLUNTEER SPECIES (BUT NOT NATURALIZED GRASSES) MAY COUNT TOWARDS THIS STANDARD. d. INVASIVE COVER: AERIAL COVER FOR ALL NON-NATIVE, INVASIVE AND NOXIOUS WEEDS WITHIN THE BUFFER PLANTING AREAS WILL NOT EXCEED 10% AT ANY YEAR DURING THE MONITORING PERIOD. INVASIVE PLANTS ARE DEFINED AS THOSE LISTED BY THE WASHINGTON STATE NOXIOUS WEED CONTROL BOARD AS CLASS A, B, OR C. TECHNIQUES AND PLANS CONSTRUCTION NOTES AND SPECIFICATIONS GENERAL WORK SEQUENCE 1. INSTALL SILT FENCING AROUND ALL CLEARING LIMITS. 2. PREPARE THE PLANTING AREAS: a. REMOVE GRAVEL, FILL MATERIAL, GARBAGE, AND DEBRIS; b. CLEAR ALL HIMALAYAN BLACKBERRY AND ENGLISH IVY FROM THE PLANTING AREAS, MAKING SURE TO REMOVE THE ROOTS. c. ROTOTILL TO DE-COMPACT SOILS AND INCORPORATED THREE INCHES OF COMPOST INTO THE UPPER NINE INCHES OF THE SOIL. DO NOT ROTOTILL BENEATH THE EXISTING TREE CANOPY. 3. ALL PLANT INSTALLATION IS TO TAKE PLACE DURING THE DORMANT SEASON (OCTOBER 15TH- MARCH 1ST). a. PREPARE A PLANTING PIT FOR EACH PLANT AND INSTALL PER THE PLANTING DETAILS. b. APPLY A BLANKET APPLICATION OF WOODCHIP MULCH, FOUR INCHES THICK, ACROSS ALL PLANTING AREAS. 4. INSTALL A TEMPORARY, ABOVE-GROUND IRRIGATION SYSTEM CAPABLE OF COVERING THE ENTIRE PLANTING AREA. 5. INSTALL A SPLIT RAIL FENCE BETWEEN DEVELOPED AREAS AND THE PLANTING AREAS PER DETAILS. SPECIFICATIONS 1. COMPOST: CEDAR GROVE COMPOST OR EQUIVALENT PRODUCT. 100% VEGETABLE COMPOST WITH NO APPRECIABLE QUANTITIES OF SAND, GRAVEL, SAWDUST, OR OTHER NON-ORGANIC MATERIALS. 2. FERTILIZER: SLOW RELEASE, GRANULAR PHOSPHOROUS-FREE FERTILIZER. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. KEEP FERTILIZER IN A WEATHER-TIGHT CONTAINER WHILE ON SITE. NOTE THAT FERTILIZER IS TO BE APPLIED ONLY IN YEARS 2 THROUGH 5 AND NOT IN THE FIRST YEAR. 3. IRRIGATION SYSTEM: AUTOMATED SYSTEM CAPABLE OF DELIVERING AT LEAST TWO INCHES OF WATER PER WEEK FROM JUNE 1 THROUGH SEPTEMBER 30 FOR THE FIRST TWO YEARS FOLLOWING INSTALLATION. 4. RESTORATION PROFESSIONAL: THE WATERSHED COMPANY [(425) 822-5242] PERSONNEL, OR OTHER PERSONS QUALIFIED TO EVALUATE ENVIRONMENTAL RESTORATION PROJECTS. 5. WOOD CHIP MULCH: ARBORIST CHIPS (CHIPPED WOODY MATERIAL) APPROXIMATELY 1 TO 3 INCHES IN MAXIMUM DIMENSION (NOT SAWDUST OR COARSE HOG FUEL). THIS MATERIAL IS COMMONLY AVAILABLE IN LARGE QUANTITIES FROM ARBORISTS OR TREE-PRUNING COMPANIES. THIS MATERIAL IS SOLD AS "ANIMAL FRIENDLY HOG FUEL" AT PACIFIC TOPSOILS [(800) 884-7645). MULCH MUST NOT CONTAIN APPRECIABLE QUANTITIES OF GARBAGE PLASTIC METAL, SOIL, AND DIMENSIONAL LUMBER OR CONSTRUCTION/DEMOLITION DEBRIS. ' ' MONITORING PROGRAM MONITORING METHODS THIS MONITORING PROGRAM IS DESIGNED TO TRACK THE SUCCESS OF THE MITIGATION SITE OVER TIME AND TO MEASURE THE DEGREE TO WHICH IT IS MEETING THE PERFORMANCE STANDARDS OUTLINED IN THE PRECEDING SECTION. AN AS-BUILT PLAN WILL BE PREPARED BY THE RESTORATION PROFESSIONAL (THE WATERSHED COMPANY [(425) 822-5242], OR OTHER PERSONS QUALIFIED TO EVALUATE ENVIRONMENTAL RESTORATION PROJECTS) PRIOR TO THE BEGINNING OF THE MONITORING PERIOD. THE AS-BUil T PLAN WILL BE A MARK-UP OF THE PLANTING PLANS INCLUDED IN THIS PLAN SET. THE AS-BUil T PLAN WILL DOCUMENT ANY DEPARTURES IN PLANT PLACEMENT OR OTHER COMPONENTS FROM THE PROPOSED PLAN. DURING THE AS-BUILT INSPECTION, THE MONITORING RESTORATION SPECIALIST SHALL INSTALL MONITORING TRANSECTS IN THE WETLAND BUFFER RESTORATION AREAS AND ESTABLISH PHOTO POINTS. APPROXIMATE TRANSECT AND PHOTO POINT LOCATIONS SHALL BE MARKED ON THE AS-BUILT PLAN. AT LEAST SIX, 50-FOOT TRANSECTS SHALL BE ESTABLISHED IN THE PLANTING AREAS, INCLUDING AT LEAST TWO IN EACH AREA-BUFFER ENHANCEMENT AREA, BUFFER ADDITION WITH ENHANCEMENT AREA, AND THE TEMPORARY BUFFER DISTURBANCE/RESTORATION AREA. MONITORING WILL TAKE PLACE TWICE ANNUALLY FOR FIVE YEARS, INCLUDING A SPRING MAINTENANCE INSPECTION AND A FORMAL MONITORING INSPECTION TO OCCUR IN THE LATE SUMMER OR EARLY FALL. YEAR 1 MONITORING WILL COMMENCE IN THE FIRST FALL SUBSEQUENT TO INSTALLATION. SPRING MONITORING THE SPRING MAINTENANCE INSPECTION SHALL INCLUDE THE FOLLOWING, REPORTED IN A BRIEF MEMO SUBMITTED TO THE PROPERTY OWNER AND/OR MAINTENANCE CREWS: 1) CONDUCT A WEED AND MAINTENANCE INSPECTION IN THE SPRING TO IDENTIFY ANY MAINTENANCE NEEDS NECESSARY TO PREPARE THE SITE FOR THE UPCOMING GROWING SEASON. 2) SUMMARIZE FINDINGS IN A SPRING MAINTENANCE MEMO FOR THE RESPONSIBLE PARTY. LATE SUMMER/FALL MONITORING THE FORMAL MONITORING VISIT SHALL RECORD AND REPORT THE FOLLOWING IN AN ANNUAL REPORT SUBMITIED TO THE CITY OF RENTON: 1) SUMMARY OF THE SPRING MAINTENANCE VISIT RECOMMENDATIONS. 2) VISUAL ASSESSMENT OF THE OVERALL SITE. 3) YEAR 1 COUNTS OF LIVE AND DEAD PLANTS BY SPECIES. 4) COUNTS OF DEAD PLANTS WHERE MORTALITY IS SIGNIFICANT IN ANY MONITORING YEAR. 5) ESTIMATE OF NATIVE COVER USING THE LINE-INTERCEPT METHOD ALONG ESTABLISHED TRANSECTS. ALL PLANTED AREAS NOT DIRECTLY COVERED BY TRANSECTS WILL BE VISUALLY ASSESSED AND NOTED AS TO HOW THEY ARE MEETING THE PERFORMANCE STANDARDS. 6) VISUAL ESTIMATE OF NATIVE GROUNDCOVER. 7) ESTIMATE OF NON-NATIVE, INVASIVE WEED COVER WITHIN PLANTING AREAS USING THE LINE-INTERCEPT METHOD AND/OR VISUAL ESTIMATES ARE PRACTICAL; ESTIMATE INVASIVE COVER IN WETLAND RESTORATION AND BUFFER MITIGATION AREAS SEPARATELY. 8) TABULATION OF ESTABLISHED NATIVE SPECIES, INCLUDING BOTH PLANTED AND VOLUNTEER SPECIES. 9) PHOTOGRAPHIC DOCUMENTATION FROM FIXED REFERENCE POINTS AND/OR TRANSECT ENDS. 10) ANY INTRUSIONS INTO OR CLEARING OF THE PLANTING AREAS, VANDALISM, OR OTHER ACTIONS THAT IMPAIR THE INTENDED FUNCTIONS OF THE MITIGATION AREA. 11) RECOMMENDATIONS FOR MAINTENANCE OR REPAIR OF ANY PORTION OF THE MITIGATION AREA. SITE MAINTENANCE REQUIREMENTS THE SITE WILL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING INSTRUCTIONS FOR FIVE YEARS FOLLOWING COMPLETION OF THE CONSTRUCTION. 1) FOLLOW THE RECOMMENDATIONS NOTED IN THE PREVIOUS MONITORING SITE VISIT AND THE SPRING MAINTENANCE MEMO. 2) GENERAL WEEDING FOR ALL PLANTED AREAS: MITIGATION PLAN NOTES AND DETAILS a. AT LEAST TWICE YEARLY, REMOVE ALL COMPETING WEEDS AND WEED ROOTS FROM BENEATH EACH INSTALLED PLANT AND ANY DESIRABLE VOLUNTEER VEGETATION TO A DISTANCE OF 18 INCHES FROM THE MAIN PLANT STEM. WEEDING SHOULD OCCUR AT LEAST TWICE DURING THE SPRING AND SUMMER. FREQUENT WEEDING WILL RESULT IN LOWER MORTALITY, LOWER PLANT REPLACEMENT COSTS, AND INCREASED LIKELIHOOD THAT THE PLAN MEETS PERFORMANCE STANDARDS BY YEAR 5. b. MORE FREQUENT WEEDING MAY BE NECESSARY DEPENDING ON WEED CONDITIONS THAT DEVELOP AFTER PLAN INSTALLATION. c. DO NOT WEED THE AREA NEAR THE PLANT BASES WITH STRING TRIMMER (WEED WHACKER/WEED EATER). NATIVE PLANTS ARE EASILY DAMAGED OR KILLED, AND WEEDS EASILY RECOVER AFTER TRIMMING. d. ENSURE THAT ESTABLISHED HI MALA YAN BLACKBERRY CANES OUTSIDE OF THE PLANTING AREAS ARE CUT BACK AT LEAST 10 FEET FROM THE PLANTING AREAS. 3) APPLY SLOW RELEASE GRANULAR FERTILIZER TO EACH INSTALLED PLANT ANNUALLY IN THE SPRING (BY JUNE 1) OF YEARS 2 THROUGH! 5. 4)REPLACE MULCH AS NECESSARY TO MAINTAIN A 4-INCH-THICK LAYER, RETAIN SOIL MOISTURE, AND LIMIT WEEDS. ' 5) REPLACE DEAD PLANTS FOUND IN THE SU~MER MONITORING VISITS DURING THE UPCOMING FALL/WINTER DORMANT SEASON (OCTOBS:R 15 TO MARCH 1) OR AT THE DIRECTION OF THE RESTORATION PROFESSIONAL. 6) PROVIDE IRRIGATION FOR THE ENTIRE PLANTED AREA WITH A MINIMUM OF ONE INCH OF WATER I PROVIDED PER WEEK FROM JUNE 1ST THROUGH SEPTEMBER 30TH FOR AT LEAST THE FIRST TWO YEARS FOLLOWING INSTALLATION THROUGH THE OPERATION OF A TEMPORARY IRRIGATION SYSTEM. CONTINGENCY PLAN IF THERE IS A SIGNIFICANT PROBLEM WITH THE MITIGATION AREAS MEETING PERFORMANCE STANDARDS, A CONTINGENCY PLAN WILL BE DEVELOPED AND IMPLEMENTED. CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO: SOIL AMENDMENT; ADDITIONAL PLANT INSTALLATION; AND PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY, AND LOCATION. SITE PROTECTION PERMANENT SPLIT-RAIL FENCING AND CRITICAL AREA PROTECTION AREA (CAPA) SIGNS WILL BE INSTALLED BETWEEN THE RESTORATION AREAS AND ALL DEVELOPED AREAS. J ' (0 --,;<-------8'-0" MAX -------¥'-. . ·~- - --6" x 6" ROUGH CUT, SPLIT, CEDAR POST NOTCHED TO CONTAIN AND CONCEAL RAIL CONNECTION 2 X 6 ROUGH CUT, SPLIT, CEDAR RAILS ---- CHAMFER TOP OF POSTS 45 DEGREES TO A DEPTH OF 1" ON ALL FOUR SIDES. -------------ATIACH CITY/COUNTY APPROVED PRE-PRINTED METAL SIGN TO POST WITH TWOi" DIA. GALVANIZED CARRIAGE BOLTS. SEE PLANS FOR SIGN LOCATIONS. --~----- -----~ ------------- -------------- FINISHED GRADE -111:___I I l'--c:I I l=I I I_J 11)1[1 I w }")-., ~ - _,, 1-=11 1=111 111 111--I I i='\.}f "J;J"-, '' ,-, 11-1 '.lj:r· ,i 1!1 111-11:':'L"'o, ' I ' . ,~ 1 ~1 1>M1TI1JucoMPACTED GRAVEL BASE. 11_1ffi'-_ 11fr_' Ill[ I Ii'~ 11"' ,NO CONCRETE IS TO BE ----=-::!J [~~PLACED IN SENSITIVE AREAS. COMPACTED SUBGRADE ~ SPLIT RAIL FENCE ~~~~~~~~~~~~~ Scale: NTS t\JOT FOR COf\lTR/\CTOR 8iUD1NG ©Copyright-The Watershed Company THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design lJEC 12 2016 ~-,,' ', i -" .• ., ••.• ! '·L,,.1'J .•.•• ·-,-.. ,.,J f-------+---1 --------------, --- co ~ w~ I-' -< s 0 c', ~ () z~ CJ ~ ~ ~I 0 ~ f= :I 1---~~~__L_...L__L.....L__L-+--,W ~I ?1 SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. g z w w PROJECT MANAGER: RK I ;, DESIGNED: RK/KMB ~ i DRAFTED: KMB --- CHECKED: RK JOB NUMBER: 160113 SHEET NUMBER: W8 OF8 >-z co ::, 0 -< w a: I-co z w ii: ~ ~- ~ 0 UJ ~ I-~ -< -0 := I PLANT INSTALLATION SPECIFICATIONS GENERAL NOTES QUALITY ASSURANCE 1. PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEAL THY, VIGOROUS, AND WELL-FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED-OFF). 3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUN SCALD WILL BE REJECTED. 4. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OF THE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST, UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELD GUIDE TO THE COMMON WETLAND PLANTS OF WESTERN WASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEAR COOKE, SEATTLE AUDUBON SOCIETY, 1997. DEFINITIONS 1. PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREROOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC .. ; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE RESTORATION CONSULTANT. 3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE CONSUL TANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION 1. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE RESTORATION CONSUL TANT FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON-SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS AT ANY TIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED-TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE RESTORATION CONSUL TANT MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE RESTORATION CONSULTANT MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENT OF PLANTS 1. PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.). SUBMITTALS . TI-IE WATERSHED COMPANY PROPOSED PLANT SOURCES 1. WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. SILT FENCE MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com 2. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION EXCEEDS 6" IN DEPTH. Science & Design PRODUCT CERTIFICATES 1. PLANT MATERIALS LIST-SUBMIT DOCUMENTATION TO CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION THAT PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH CONSULTANT AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (~ND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). DELIVERY, HANDLING, & STORAGE NOTIFICATION CONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT CONSUL TANT MAY ARRANGE FOR INSPECTION. < SILT CONTAINMENT FENCE FABRIC: JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. CUT-AWAY SHOWING 2"X2", 14 GAUGE WIRE MESH BACKING STEEL "T" POST OR 2"x4" WOOD POSTS, OR EQUIVALENT ~ ~ -·SILT FENCE FABRIC AND WIRE MESH BACKING ~ SHALL BE WIRED TO TOP, MIDDLE AND BOTTOM z .} J8f[ll -t··oo'Jl~~TlifJJLJ~~r I -L ' I I , j 1-r----~ OF POST -0::: -1{w~+; -, , ·µ~ft.J=1i=-1T:::JJL I I t -+' ~ 0 W -=qi t lf 1+· C Iflµ :J.111, , ~-ffj=,:tt.:c-4-~j1 -. I . --r--;----,----;------u ,.,,. I l""i --s, ~~ ~ .• nil).µ,' ~!t: '·c·ic· 1 I I ' 1 ! ' U.. '-' c,:_]~:-J,1 -1 ,rLji++ 1J. !+ !. I, lj,(TTdr I i I : <( <( , ,1: ·1,, ;(;tr ·cl "+-1, -:. -. 1 rt]t:IT tr : f , . i '-cf;; :t~ .jt:tJ:fir~!+G·•-r,-~1·. +-:;~..lt{t ---t ... 1 .. ___ .11___ _ ~· __ ~ ----KEY SILT FENCE BOTTOM IN 4" X 4" MINIMUM <G......i I Z -:--1n:,fc -•-!+: 1c:tlt Ji,. -".tr~Jcc 1+'in:i' ' , I TRENCH BACKFILLED WITH NATIVE MATERIAL. =::~1t :{8f~ijj::+t1:5b'lEr±1~,ffir rn I I I ; I I I : : TRENCH THE ENTIRE LENGTH OF THE FENCE WITH u z >-<( I-11'"\ ::_:_::;~::;~ ~I;-/:::-:.Lw ;-~:tf:,::-:J::-:t--mi,ff:-ii,~ ! I I t' I ' :I NO BREAKS. <( '-/ 0::::::: W ~ ~.LAN;R~~~~~~~!TION -DURING SHIPPING, PLANTS SHALL BE ·. ~11c :~::~fii~f1~2ff ,,1 f]J~~an r--1 ;-r-r s ([ 9 ~ ~ i PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, ,1i't; 311~1r'1 "r,1/J~l1rt 1i,t:'-r~1'.!1wrw, I 1,,Lr11:,i'c'Bn Ji 11 TlrlTI ./11 1r ir, I ,7,, /('(/(' llT-mc-c,111-"'JII-~ z CD u ti) <( BREAKAGE AND DRYING. PROPER VENTILATION AND ~i 1 I 1T 11T11 111 111 111m111m111m~m~m~ 1lllm111m111m111m111111 111 111 111 111~ m1~11 1 -, 11r11 111 111 111r l ~~~1111 111 11 (11 1T1 111 ~' ~ Q W > PREVENTIONOFDAMAGETOBARK,BRANCHES,ANDROOT -:II[~ 1[~11--111.111 .111. lii=iil.lli= 111111.111.111 111=111=111=11 111· ·r1··111= 110;~~11""'111-=111-1' _ f'V"--, O > -=11 -111~ -111 111 111 111 111 111 I 1 __ f f I 111 111-111 111 111""'111"' i 11=-I I _I 111 111_ 111=11 ,~ u.. 0 0:: SYSTEMS MUST BE ENSURED. · · ·-, .1-111-111-111-111-111-111·[" ~" ,~ "~" _,, _, , , i "-, I-Q LO Z 2. SCHEDULING AND STORAGE -PLANTS SHALL BE DELIVERED AS I LAKE/ RIVER/ WETLAND ~ <( LL 0::: -=::I"' 0 CLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUST FINISH GRADE 'Iv 8' MAX. " " ~ r l""i Q_ · I-- BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL ~ ~ 0 Cl) Z To THEIR coNTINUED HEALTH AND v1GoR. ELEVATION sEcT10N ~ 1-w en o w 3. HANDLING -PLANT MATERIALS SHALL NOT BE HANDLED BY THE .......-4 ~ 0::: ~ ~ 0:: TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, ~ ..:::::: <( I-- BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT ........ a_ __J PLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THEN HANDLED CAREFULLY BY THE TRUNK OR STEM. z W - 4. LABELS-PLANTS SHALL HAVE DURABLE, LEGIBLE LABELS @ SILT FENCE O a: u<C STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT _ ,_,. _ .~ ~ ~ -----------------------------~-----~====sc=a=le·.~N~Ts====---~--~-""'[~i"'·~Jl .. _u~-... ------- OF CONTAINER GROWN PLANT!fiN INDIVIDUAL POTS SHALL BE ....... LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR z BUNDLES SHALL HAVE ONE LABEL PER GROUP. WARRANTY PLANT WARRANTY PLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEAL THY AND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT 1. PLANTS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS AT THE CONSULTANT'S DISCRETION MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED AT THE CONTRACTOR'S EXPENSE. PLANT MATERIAL GENERAL 1. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THE PROJECT SITE. 2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CUL TIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. QUANTITIES SEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES. ROOT TREATMENT 1. CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT-BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3. ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. 0 TREE AND SHRUB PLANTING NOTES: 1. PLANTING PIT SHALL NOT BE LESS THAN (2) TIMES THE WIDTH OF THE ROOT BALL DIA. 2. LOOSEN SIDES AND BOTTOMS OF PLANTING PIT 3. SOAK PLANTING PIT AFTER PLANTING REMOVE FROM POT OR BURLAP & ROUGH-UP ROOT BALL BEFORE INSTALLING. UNTANGLE AND STRAIGHTEN CIRCLING ROOTS -PRUNE IF NECESSARY. IF PLANT IS EXCEPTIONALLY ROOT-BOUND, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE SPECIFIED MULCH LAYER. HOLD BACK MULCH FROM TRUNK/STEMS REMOVE DEBRIS AND LARGE ROCKS FROM PLANTING PIT AND SCARIFY SIDES AND BASE. BACKFILL WITH SPECIFIED SOIL. FIRM UP SOIL AROUND PLANT. Scale: NTS --------. ·--------------~ PER~/IIT SET 1\JOT FOR BIOOli\lG ~ (/) z 0 (/) > w a: oe, (/) _J >-co m2 " I-;:: ~ tu f-rn :'2: 9: s Ill a: w ~ u -.., rn > (/) w w 0 a: UEC 1 2 2016 ---+-+-+-+--+-+-+-I co i 3 a. z1 0 --~ ci z~ ___J__L___L_, -------- SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. "' ;:: ;; o1 ·-w ~I ~I ~ w UJ PROJECT MANAGER: RK I ;I DESIGNED: RK/KMB ~ § DRAFTED: KMB -- CHECKED: RK JOB NUMBER: 160113 I I UJN I 11ACT0fi SHEET NUMBER: PLANT INSTALLATION NOTES AND DETAILS W7 OF8 ... © Copyright-The Watershed Company -------------------~-----------------~-------·------------- r=-=-=-=--====--=--=::cc--=~--------=-- ----~---- ."'--------- ----- ------flBJ------------------------------ -----·-------- ·-. --. --------...........____ --............. ~---- / I / / / ---- ----- ---- ·-. ------ ------- ---------- ------ ------ -- ----- ----------------------------------. ------- ------------------------ ------------------------- ----------------------------------------......___ __ ------------------------------ --------......... ------- ----------------------------------- --------------------------------------------------- ---------------------------------------- ------- --------------------- ------------------------- ------------------------- -. ---=-:===-~-='===-==-.. ========'====~====l,====::!:=~==c---=::::1::===d== / ----======c1:·==-=--=-=-=======·-=-=-=-=="=== I ----· ·-.---=-· ='::. -====='==·...c=;-_-... =-·=cc.=:========= / // / ! ________________________ L~ TEMPORARY IMPACTS PLANTING SCHEDULE T TREES --1 -ACER MACROPHYLLUM / BIGLEAF MAPLE --,u_, _ __,_,_=-~, I ______ __ PSEUDOTSUGA MENZIESII / DOUGLAS-FIR POPULUS BALSAM I FERA/ COTIONWOOD SHRUBS ® ROSA GYMNOCARPA / BALDHIP ROSE t] MAHONIA AQUIFOLIUM / TALL OREGON GRAPE IDOEMLERIA CERASIFORMIS / oso BERRY Cl§ -RUBUS SPECTABILIS / SALMONBERRY G SYMPHORICARPOS ALBUS/ SNOWBERRY GROUNDCOVERS POL YSTICHUM MUNITUM / SWORD FERN SIZE 2GAL. 2 GAL. 2 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. SPACING 9'-0" O.C. 9'-0" O.C. 9'-0" o.c. 5'-0" O.C. 5'-0" O.C. 5'-0" o.c. 5'-0" O.C. 5'-0" o.c. 2'-0" O.C. QTY 24 13 13 26 26 26 26 26 300 TEMPORARY IMPACTS RESTORATION PLAN ----------------- _______ .,.A-. 0 5' 1 o· 20' ______ ( __ _ . < .,--.· ----------- '1~~-·---)_' t±=, /; -. . --- LEGEND ,_ '....., ',_ STREAM OHWM V,/,-)7/,/~ TEMPORARY IMPACTS RESTORATION PLANTING AREA (6,271 SF) --x SILT FENCE (SHEET W7, DETAIL 1) ----0--SPLIT RAIL FENCE (SHEET W8, DETAIL 1) DEPTH VARIES EXISTING STEP 1 STEP 2 SOIL PREPARATION STEP3 SEQUENCE OF WORK -NOT TO SCALE 40' 4"WOOD CHIP MULCH STEP4 PLANTING AREA PREPARATION STEP 1 REMOVE INVASIVE SPECIES. ADDRESS COMPACTION TO A MINIMUM SIX (6) INCH DEPTH. COMPACTION LEVELS SHOULD BE APPROPRIATE FOR ROOT GROWTH (75-85% PROCTOR DENSITY) OR AS OTHERWISE APPROVED BY RESTORATION SPECIALIST. DRAINAGE RATE SHALL BE BETWEEN 1 -5 INCHES PER HOUR OR AS OTHERWISE APPROVED BY THE RESTORATION SPECIALIST. WORK WITHIN ROOT ZONES SHALL BE DONE BY HAND. STEP2 PLACE THREE (3) INCHES COMPOST AND AMEND WITH DE-COMPACTED SOIL. STEP3 INSTALL WOOD CHIP MULCH 4" DEEP. STEP4 INSTALL PLANTS. (SEE PLANTING DETAIL.) ~~OT FOR COI\ITI\ACIOI~ BIDDlf\lG © Copyright~ The Watershed Company --·-----------------------------------------------------· THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design -----~ 1-w w c:r. I--en 0 c:r. LO '<d" . en 0 0 '<d" LO LO 0 00 O> ~ z 0 1-z w c:r. DEC 12 2016 c:1v ::/ : .. ·~_':_,-:~.:;,.J P::\'..:-.· .. ::.. .:.,;:~:--...~:-.J -"-· ----+-+--+---1--+--+-f-l (0 ~ 0 WN 1--6 ci '7 0 ~ C-+-I--·--t-+--t--+--J----1 ci z~ i 3 ~I 0 ~ r= ~I ----~~~ -~~~~~~--1-. w i: SHEET SIZE: ORIGINAL PLAN IS 22" x 34". z SCALE ACCORDINGLY. ~ w w PROJECT MANAGER: RK I ;, DESIGNED: RK/KMB ~ § DRAFTED: KMB -- CHECKED: RK JOB NUMBER: 160113 SHEET NUMBER: W6 OF 8 ~/ / / / / J ! J I ' I / I I / I ' I I I I / ) ) / / J / / / ".:-----==·=---= " " ----,,, ,"-'' ~ --=-=--=-- ~ =--C-----• n't' ----- er _L--=--=----------- ----,-- / / / / / / / / / / / /- / BUFFER AVERAGING PLANTING SCHEDULE t TREES/ SPACING 9'-0" O.C. ~1--~~ ~ .. ACER MACROPHYLLUM / BIGLEAF MAPLE ( . +_ ----'~ PSEUDOTSUGA MENZIES II/ DOUGLAS-FIR . POPULUS BALSAMIFERA / COTIONWOOD SHRUBS/ SPACING 5'-0" O.C. ® ROSA GYMNOCARPA / BALDHIP ROSE @ , _ MAHON IA AQUIFOLIUM / TALL OREGON GRAPE IDOEMLERIA CERASIFORMIS / oso BERRY (9__ RUBUS SPECTABILIS / SALMONBERRY "03 SYMPHORICARPOS ALBUS/ SNOWBERRY GROUNDCOVERS / 2'-0" O.C. POL YSTICHUM MUNITUM / SWORD FERN SIZE 2 GAL. 2 GAL. 2GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. SPACING 9'-0" o.c. 9'-0" O.C. 9'-0" O.C. 5'-0" O.C. 5'-0" O.C. 5'-0" O.C. 5'-0" O.C. 5'-0" O.C. 2'-0" o.c. QTY 15 9 9 18 18 18 18 18 150 ; I I I I ' / I I I I I I I I I I I I I I I I I -------------------------------------------------------------------- LEGEND--- illlillllllll , lllilll1IIII STREAM OHWM x--SILT FENCE (SHEETW7, DETAIL 1) ~_5PLIT RAIL FENCE (SHEET W8, DETAIL 1) DEPTH VARIES EXISTING STEP 1 SOIL PREPARATION 3" STEP3 SEQUENCE OF WORK-NOT TO SCALE 4"WOOD CHIP MULCH STEP4 ,., ~ , • /~ / '.J / .. , ,' \ __ ,,' '-, -. ' /, \lsA3 98.32 ,' ' . ' PLANTING AREA PREPARATION STEP 1 REMOVE INVASIVE SPECIES. ADDRESS COMPACTION TO A MINIMUM SIX (6) INCH DEPTH. COMPACTION LEVELS SHOULD BE APPROPRIATE FOR ROOT GROWTH (75-85% PROCTOR DENSITY) OR AS OTHERWISE APPROVED BY RESTORATION SPECIALIST. DRAINAGE RATE SHALL BE BETWEEN 1 -5 INCHES PER HOUR OR AS OTHERWISE APPROVED BY THE RESTORATION SPECIALIST. WORK WITHIN ROOT ZONES SHALL BE DONE BY HAND. STEP2 PLACE THREE (3) INCHES COMPOST AND AMEND WITH DE-COMPACTED SOIL. STEP3 INSTALL WOOD CHIP MULCH 4" DEEP. STEP4 INSTALL PLANTS. (SEE PLANTING DETAIL.) g8.31- =-B-=-U.::___:FF=---=E=R---=--=---::A~V=E~RA:__::.G~I N~G~PL~A~N~ _____________ o 2.5' 5' 10' 20' ~----------------·-------------- .ro -· w ,, _, 8 I PERMIT C'ET ,_J I 1\IOT FOf< CO~ITRACTOR t::ll lJDI ~I G © Copyright-The Watershed Company THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design I-I!) w I!) w 0 a:: 00 I-0) en ~ 0 a:: z I!) 'V 0 . I-en z 0 w 0 a:: 'V DEC 1 2 2016 --·-------e,-[____j Cl) z 0 Cl) > UJ a: "" Cl) ...I <( z I-0 tu I-ii: (/) ~ ri: ~ Cl) 0 w ::J (/) > Cl) w w 0 (( (0 ~ w 0 N ~ 0 ~ 0 0 ~ cj z ~ SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. PROJECT MANAGER: RK DESIGNED: RK/KMB DRAFTED: KMB CHECKED: RK JOB NUMBER: 160113 SHEET NUMBER: ws OF 8 >-z m ::, 0 "" UJ 0: ,_ m z UJ a: ~ a. "' -0 N UJ cl I-~ "" cl 0 ~ --------------------------~~~ ------------------------------------------------------------------------------------------ / / -------- BUFFER ENHANCEMENT PLANTING SCHEDULG (3,896-SJ;") TREES ACER MACROPHYLLUM / BIGLEAF MAPLE PSEUDOTSUGA MENZIESII / DOUGLAS-FIR + POPULUS BALSAM I FERA/ COTTONWOOD SHRUBS (~) ROSA GYMNOCARPA / BALDHIP ROSE MAHON IA AQUIFOLIUM / TALL OREGON GRAPE · OEMLERIA CERASIFORMIS / OSO BERRY RUBUS SPECTABILIS / SALMONBERRY GROUNDCOVERS ~;~1V;l\I;)__ __ POL YSTICHUM MUNITUM / SWORD FERN \.'\_ J\ . 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WORK WITHIN ROOT ZONES SHALL BE DONE BY HAND. STEP2 PLACE THREE (3) INCHES COMPOST AND AMEND WITH DE-COMPACTED SOIL. STEP3 INSTALL WOOD CHIP MULCH 4" DEEP. STEP4 INSTALL PLANTS. (SEE PLANTING DETAIL.) t\lOT FOR COf\lTf~ACTOR BIDDING © Copyright-The Watershed Company THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design ~ µ=l ~ z -0:: µ=l ow u 0:: CJ ~ <( <( cJ Iz z >-<( I- <( ~ ~ w 1----1 .....J w Q a.. (_) I-0:: µ=l z~~ I-en ~ 0 0:: J 0 .=oo 0:: ~ LO <( LL. 0:: -.::I"" S:2 0 a.. . ~ en ~ I-w (/) 0 -o::W 0 ~ ~<(.= -.::I"" a.. ::::::i z w-0:: (_) _Q -_Q_ -~-- ~ z µ=l ~ on1···• ,,.,. '·' · Cf) z 0 Cf) > w a:: oil Cf) _J ~ g ~ ::2': ~ s Ill a: lJ.J ~ u -__, (f) > Cf) lJ.J lJ.J 0 a: <D UJ ~ f-' <( 0 0 '7 0 ~ 0 z~ f ,· ' t. LO LO 0 00 0) ~ -z 0 I-z w 0:: ) ~ ~ "- z' 0 i ;:: ~I .---~~~~~~~'-+~w :I SHEET SIZE: ORIGINAL PLAN IS 22" x 34". 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DATE DESCRIPTION BY 0 G) KMB ;,,: z CJ) 1 10·10-20161 REVIEW SET m:,, I )> r m o -om 8i-1 ;JJ -CJ) o en - -"'N z"' m G) ... .... (~ C'::. ,-~ ~-< .-. : ~ rx :< ~ (~ ~' r . ····"\; :·; () ..:... .... ,, "'" U1 -' . ·-""' ....., = = :·-, ' -j -~\ ,.,-.7'.; ~ " ;l w,•a;; ~· MITIGATION PLAN PREPARED FOR BECKY HARDI FACILITIES PROJECT MANAGER 400 S. 45RD STREET RENTON, WA 98055 ;· ~ ::i i 'O <"'I ~ .i,. (D Ql "' CD ~ .-,,.. cil R5 ><-::r "' (I) • C. c.,, tJ 8 ~ (D n "' V) 0 -· 3 0-q '-J A c.,, :::;·O c:: CJ) Ql -· :, ~ C. ::r ~~ c:o (I) 00 ... 0 CJ) wo CA g. ~ CJ <' -l o~~ ~-l m >-o tT1 ~ c; ,-< ~ tT1 10/101201§_KYLE BRAUN 160113_RENTON_ VAL_MED_MITIGATION_PLAN.DWG ::i v - \ I ~ /'o/_-: ___ 7ccL __ _ __L___'C."4/ EXISTING PARKING GARAGE --....... ....... ---·, ....... ....... ....... ....... LEGEND ....... ....... ·-................... ,,--1 ·-r -..,_ t . ·-\.,_, . ...., ..... · ..... STREAM OHWM i ·--·-0 ----0 ·-·-· ~ BUFFER REDUCTION (MITIGATED THROUGH BUFFER AVERAGING) (3,422 SF) IE·++·:--:--:--}--8 BUFFER REDUCTION (MITIGATED THROUGH BUFFER ENHANCEMENT) (1,948 SF) --------PROPOSED STREAM BUFFER -----STANDARD STREAM BUFFER ----PROPOSEDBSBL -·-·-·---STANDARD BSBL f7~@//0,I TEMPORARY BUFFER IMPACTS TO BE RESTORED AND ENHANCED (6,271 SF) IMPACTS ASSESSMENT --- ------ LLLLLL LLLLLL LLLLLL LLLLL_L LLLLLL LLLLLL LLLLL LLLY _l7 -- . /· ,,,. / ,,,. PROPOSED PARKING GARAGE --- --- COMPACT OOMl-'ACT --- ...... . ....... ...... ....... COMPACT ___________ __:_ ______________________________________________________ _l'"-,~== 0 5' 10' 80' ~9:. -·-, . -~· .. ..._ . .··-··-·----.. ·. . -... ___ _ .-. ·--.. ._ --·-. 40' i c() .,,/:,")· I P[RMIT NOT FOR CONTR!\CTOR t3 I l) l) lr\l G _________ __J © Copyright-The Watershed Company THE WATERSHED COMPAt'JY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com S c i e n c ,e & D e s i g n 1-w w er: I--en 0 er: l!) -..:I" . en 0 0 -..:I" l!) l!) 0 00 0) ~ z 0 1-z w er: r:: :a'' l''~ ,, .. ~ ·-.... -,. ~·_:: <> ~ -,._. - DEC 12 2016 L----'------------------ >-a) a) 2 :,<: 1--1--1--1-+---4-.. --- "' CD -i5 w ~ ~ f-' <C o za_' 0 '7 o 0 ~ ~ ci E z ~ " a' ORIGl~~~~N~~z21;:: :34~~~-;: SCALE ACCORDINGLY. w i PROJECT MANAGER: RK i ;, DESIGNED: RK/KMB ~ § DRAFTED: KMB -- CHECKED: RK JOB NUMBER: 160113 SHEET NUMBER: W2 OF8 "' ' 'V : • 'V V 'V ' 'V 'V ' 'V W'i ,ii, ' /' 'V ,t, i-..v ,,.;., ! 'V ' ' w f/ .... i ' ,--- J 'V * 'V 'V PANTHER CREEK, LEFT BANK, TYPE F 115'-0" STANDARD BUFFER • 'V 'V 'V ,' 'V 'V 'V / ' ..... ___ _ EXISTING CONDITIONS L__ ____ ------------------------- ·./ . / y ' ,, i / ---J I T 1/ 0 25' 50' PANTHER CREEK, LEFT BANK, TYPE F 115'~0" STANDARD BUFFER 100' 200·~ / I ?"·-_/ Tnki,~la nton ' l ~. i : ,t. , ) -;( • • . t . . " " .. p , ! .S l ''l(fhS· VICINITY MAPS LEGEND ---------.-------· r -,., DELINEATION WETLAND DELINEATED STREAM OHWM ---BUFFER $-DATAPIT SHEET INDEX W1 EXISTING CONDTIONS W2 IMPACTS ASSESSMENT W3 MITIGATION PLAN W4 BUFFER ENHANCEMENT PLAN W5 BUFFER AVERAGING PLAN W6 TEMPORARY IMPACTS RESTORATION PLAN W7 PLANTING INSTALLATION NOTES AND DETAILS W8 MITIGATION PLAN NOTES AND DETAILS ------------------------------ NOTES 1. CRITICAL AREAS DELINEATED BY THE WATERSHED COMPANY ON FEBRUARY 1 AND 4, 2016 2. SURVEY RECEIVED FROM BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVE. E. SEATTLE, WA 98102. (206) 323-4144 /- 1 I '.' :--r--\ \ ,1 -:- ~,..1 f-1r·\i \/! · L ··-: , ' ,, I ,,-, T .--,.-\ .--, !,_) I r-t_) t-\ ~--------------------- . . . - © Copyright-The Watershed Company THE WATERSHED COMPAl\JY 750 Sixth Street South Kirkland WA 98033 I p 425.822.5242 I www.watershedco.com S . & D . I c1ence esign I --______ J ~ ~ E-4 I z 0: I -I ~ ow I u O:CJ I I <( <( I ~ I I Iz (3 I z >-<( I-LO :5 ~ ~ w LO ~ w 0 Q Q. u 1--a:: 00 ~ z ~ta I-O') Cf) ~ ::g Oo:-, 0 i=oO a:: - ~ LO z <( u. 0: """ 0 S2 0 Q. . I- ~ Cf) z ~ 1--w (/) 0 w -o: w 0 a:: ~ ~ <( i= """ Q. ::::i z w-o:U 0 ~---"Q. ~-----------R , z ~ ~ I 'TT I I I I 11 i I ' I I , I I I , . I I ! en z 0 en > w a: I ell I en I _J I <( z I I-0 t-1 I-~ llJ I ~ £1. ~I c:: co (.) ::) Cf) en UJ UJ 0 c:: (0 --·· -++------j__ ~ UJ 0 ~ !;;; o , 0 ~I ~ ci z ~ I I ------~----L SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. n. <( " z 0 ~! w, z , :J I PROJECT MANAGER: RK ! ~ I RK/KMB ~ !ij I KMB ~fi DESIGNED: DRAFTED: RK i I I 1~1111 CHECKED: JOB NUMBER: 160113 p-UJ I I ~ ....1 ! SHEET NUMBER: I il: ! ~ i , I ,-I W1 OF 8/~!~I