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75'-0" Roof 60' -0" T.O. Plate 50'-0" 5th Floor 40'-0" 4th Floor 30'-0" 3rd Floor 20' -0" 2nd Floor 1 O' -0" Mezzanine 0'-0" Ground Floor l 2 3 4 . --... -- ASPHALT SHINGLE DARK GRAY/CHARCOAL .... '········- STUCCO -CREAM STUCCO -RUST STUCCO -RUST SCORED/LAP SIDING TEXTURE 5 6 7 8 ---------·---···-------·----------- 9 STUCCO -DARK BROWN 10 CULTURED STACKED STONE l 1 METAL PANEL -WARM GRAY 12 METAL CANOPY -DARK GRAY GLASS/METAL BALCONY STAINED WOOD TRELLIS ANODIZED BRONZE STOREFRONT WINDOWS METAL/ ALUMINUM GUESTROOM WINDOWS 13 EXPOSED CONCRETE W/ SCORE JOl"TS, REVEALS & SANDBL~STED FINISH 75'-0" Roof 60'-0" T.O. Plate 50'-0" 5th Floor 40'-0" 4th Floor 30' -0" 3rd Floor 20'-0" 2nd Floor 10'-0" Mezzanine El: LAKE WASHINGTON BLVD ELEVATION SCALE: 1 /16" = 1'-0" E2: NORTH ELEVATION SCALE: 1 /16" = 1 '-0" ~ ~ ~ ~ ~ ~ Ln APR 2 7 201 5 C ,_-,. ~ j '{ z ! ~ ii -~ ! ! ! ~ ~ I;: ~ ~ ; ~ ~ "' "' ... ... --~ 0 0 N N ---N 0 N --... ... I DRAWN BY: CHECK: NOTES: PI.OTDATE: JOB NO: "' -0 N © REGISlERED ARCHITECT I . ' ' - ' ' YH,GC KJ CHECK PLOT 4/22/15 4414 .J f Jensen Fey OF: ARCHITECTURE & PLANNING 7730 I.EARY WAY NE REDMOND, WA 98052 TB.: 425 _21 e oa,a FAX: 425 2110329 SHEET: A3.0 SHEETS -V) z 0 -I- ~ LJ.J ...J LJ.J lJ z -Cl ...J -:::::, t:x:l 75'-0" Roof $ 60' -0" T.O. Plate $ 50' -0" 5th Floor $ 40' -0" 4th Floor $ 30'-0" 3rd Floor $ 20' -0" 2nd Floor IO' -0" $ •,. i~ i Mezzanine , I I ~ O' -0" i l $ ·---------·---'---·- Ground Floor 1 ASPHALT SHINGLE DARK GRAY/CHARCOAL 2 ., __ . __ ' ._:~_ ./SC STUCCO -CREAM 3 STUCCO -RUST 4 STUCCO -RUST SCORED/LAP SIDING TEXTURE f//11" ... -.... ___ __ ! ' I I I . 1~ I __ , ""---- 5 9 STUCCO -DARK BROWN 6 10 CULTURED STACKED STONE 7 1 1 METAL PANEL -WARM GRAY 8 12 METAL CANOPY -DARK GRAY GLASS/METAL BALCONY STAINED WOOD TRELLIS ANODIZED BRONZE STOREFRONT WINDOWS METAL/ ALUMINUM GUESTROOM WINDOWS / --~// / // 13 r ----·-·-----"---------------------------------~-------- ---- EXPOSED tONCRETE W / SCORE JOINTS, REVEALS & SANDBLASTED FINISH ---.. 75'-0" ~ Roof 60' -0" ~ T.O. Plate 50'-0" ~ 5th Floo~ 40' -0" ~ 4th Floor 30-0" ~ 3rd Floor 20' -0" ~ 2nd Floor 1 O' -0" ~ Mezzanine 0'-0" ~ Ground Floor E3: EAST ELEVATION SCALE: 1 /16" = 1 '-0" E4: SOUTHEAST ELEVATION SCALE: 1 /16" = 1'-0" 1 'J: '.-7 201 5 ·:,JT O N ·::v ;s10 N Ln ..... 0 N • N N • v I ...J ~ -~ al :::> V, ~ -> w ~ z ~ D.. UJ I--V, m .J ~ g ill -ii! ! ! l! ~ ~ I;: ~ ! ii! ~ ~ ~ "' "' "' "' --~ 0 0 N N ---N Q 0 N --... ... i :I REGISTERED ARCHITECT R. MSEN 911NGTON ' ' DRAWN BY: YH,GC CHECK: K.I NOTES: CHECK PLOT ' PLOT DATE: 4/22/15 JOB NO: 4414 J 1· Jensen Fey ARCHITT:CTURE & PLANNING 7730 I.EARYWAY NE REDMOND,,WA 98052 'JB.:G5,218.~ 1 fM::4'.'Z!J7'ft0329 J: 0 -~ ~ <( ::E ~ \0 >-> i.n .c ;.J 0 moo Z°' Z ~z z l)~ -zu UJ -z :I:_ u i~ z UJ LU 3: C ~. -:5~ vi. 0 i-;- UJ oz ~ ,-LU ,-~ SHEET: A3.1 OF: SHEETS N V') z 0 -~ UJ ...J UJ l.) z -Cl ...J -:::, co $ $ $ $ $ $ $ l 2 3 4 75'-0" Roof 60' -0" T.O. Plate 50' -0" 5th Floor 40' -0" 4th Floor J0'-0" 3rd Floor 20' -0" 2nd Floor 1 O' -0" Mezzanine O' -0" Ground Floor 75'-0" Roof $ 60'-0" T.O. Plate $ 50'-0" 5th Floor $ 40' -0" 4th Floor $ 30' -0" 3rd Floor $ 20' -0" 2nd Floor $ 10'-0" Mezzanine $ O' -0" Ground Floor ASPHALT SHINGLE DARK GRAY /CHARCOAL STUCCO -CREAM STUCCO -RUST STUCCO -RUST SCORED/LAP SIDING TEXTURE 5 9 STUCCO -DARK BROWN 6 10 7 l l METAL PANEL -WARM GRAY 8 12 METAL CANOPY -DARK GRAY GLASS/METAL BALCONY STAINED WOOD TRELLIS ANODIZED BRONZE STOREFRONT WINDOWS METAL/ ALUMINUM GUESTROOM WINDOWS 13 ---··-------~ EXPOSED CONCRETE W / SCORE JqlNTS, REVEALS & SANDBLASTED FINISH ,. I -.,t.."'"iiiii. ! I I E5: SOUTHWEST ELEVATION SCALE: l /16" = l'-0" --------- E6: SOUTH ELEVATION SCALE: l /16" = l'-0" --_. .. RECIEIVZ:D APR 2 7 201 5 -0 N • N N • V I ...J ~ -~ al ::> V) ~ -> w ~ z ~ D.. w I--V) ! -i!l i!l ~ t ~ ; ~ "' -~ 0 N --0 0 -... "' ~ :I ..J E ii iil ! ~ ~ 5 "' -0 N -N N -... REGISTERED ARCHITECT I ' © DRAWN BY: YH,GC CHECK: l<I NOTES: CHECK PLOT Pl.OTDATE: 4/22/15 JOB NO: 4414 .J I' Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TB.:425,21J.C)S:18 1 FM:425218 '0329 J: 0 -IX IX <C ::i ~ IO > > Ll"I .c ...10 CCI CO zO'I Z Oz z 1-,-0 -l:J 1-,- Zl:I LI.I -z :c_ u ~~ Z 3~ LLI II.I C ~. -5~ V') 0 1-,-LI.I oz IX ,..... II.I ,-a,! SHEET: A3.2 OF: , SHEETS M V') z 0 -~ > LLJ ....J LLJ lJ z -0 ....J -::, co I- I- I-g I-0 I ~ ~ I ~ (/) i;,.......;......::..i;:........~--1 (/) I a.. a.. a.. ii 0 ii z "' 0 , "' w "' X ~ ~ C ~ ....: a. <l> 0 ~z "' .;;; Oo L 0 ~E-< ;;:. -~ E-<z :0 :> -i::i:::l a. u 0::: ' rJ> C :§ I ·3 ill ' rJ> C ·2 I C 0 a: ~ .-•' •" -~ c- ~~ ~~ Oz ffi2 ,. C I a c z w ~ " ~ ~ • • • • 0 0 < w a:: V, a. <( " a. 0 <( "' " --' ' w "' " ~ N D ' ' " "' D - w w >-::; ::; CD z 0 vi >-5 ~ ~ w a:: a:: w t: a. :::, a:: w 0 ::, .... Vl w ct ::, w V, Vl !!:! ci "' -z LEGAL DESCRIPTION: (PER STEWART TITLE GUARANTY COMPANY ALTA COMMITMENT ORDER NO. 01148-24833 DATED AUGUST 7, 2014 AT 8:00AM) PARCEL A: COVER SHEET 1-405 THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 1"=40' PORTION OF THE NE1/4, OF THE NW1/4 OF SEC. 8, AND THE SE1/4, OF THE LAKE WASHINGTON §2 BEGINNING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 1, A DISTANCE OF 758 FEET, MORE OR LESS, TD A POINT 100 FEET DISTANT EASTERLY FROM, MEASURED AT RIGHT ANGLES TD, THE CENTER LINE OF PACIFIC COAST RAILROAD COMPANY'S LAKE WASHINGTON BRANCH; 0 20 40 80 SW1/4 OF SEC. 5 TWP. 23 N., AGE 5 EAST, W. M. ----~ KING COUNTY STATE OF WASHINGTON p,.VS·) ---~ \ __, Ill 6 i-:: (:, ' ~{? \,'I:-· SITE THENCE SOUTHEASTERLY ALONG A LINE PARALLEL WITH AND 100 FEET DISTANT FROM, MEASURED AT RIGHT ANGLES TO, THE CENTER LINE OF SAID RAILROAD, A DISTANCE OF 221 FEET, MORE OR LESS, TO A POINT DISTANT 200 FEET SOUTHERLY FROM, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF SAID LOT 1; F"ND. CONC. MONUMENT W/ I 1/2" BRASS/£ ---, 0 CL LK. WASHINGTON BL VD. --.: VISITED ON J-27-DO (Mol{G~~ Sf.~ ..,... ffI i''!, ..,... 11~A C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA TTL[ OIVISION N0.5 THENCE EASTERLY ALONG A LINE PARALLEL WITH, AND 200 FEET DISTANT FROM, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF SAID LOT 1, TD THE EAST LINE OF SAID GOVERNMENT LDT 1; THENCE NORTH ALONG SAID EAST LINE TO THE POINT OF BEGINNING; EXCEPT PORTION THEREOF LYING EASTERLY OF STATE ROAD NO. 405; 7--~ / VICINITY MAP /-405 CONS I RUCTION SEQUENCE: AND EXCEPT THOSE PORTIONS AND INTERESTS CONVEYED TD THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NUMBERS 4762273 AND 6189556. PARCEL 8: TRACTS 312, 313, 314 AND 315, OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATILE DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 83, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTHERLY 235 FEET THEREOF; EXCEPT THE WESTERLY 60 FEET OF SAID TRACT 312 CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 1035005; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 4660014; AND EXCEPT THOSE PORTIONS THEREOF CONDEMNED BY THE STATE OF WASHINGTON UNDER DECREE ENTERED JUNE 24, 1966 IN KING COUNTY SUPERIOR COURT CAUSE ND. 656276. BASIS OF BEARINGS: (NAO 83/91) NORTH 8!r33'18" WEST, AS MEASURED BETWEEN CITY OF RENTON HORIZONTAL CONTROL MONUMENT NO'S 57 AND 71. SEE SHEET C8 FOR ROAD IMPROVEMENT PLAN ANO PROFILE I VERTICAL DATUM: NAVO 88 VERTICAL BENCHMARK: I ! ' ' ' ' CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 57, BEING A rDUND CONCRETE MONUMENT IN CASE WITH A 3" BRASS DISK & "X", DN. 0.5D' AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE ELEV.=326.43 US FEET I ! ' ' __,~ DATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED IN AUGUST, 2014. ALL MONUMENTS SHOWN AS FOUNO WERE VISITED AT THAT TIME. EAST LN. PSE EASEMENT REC. NO. 2006100600180 ' ' ' ' ' TAX ACCOUNT NUMBERS: A.P.N. 082305-9056-04 AND 334450-0006-02 ADDRESS: 1100 LAKE WASHINGTON Bl.VD. NE 900 HOUSER . WAY N (9056) FLOOD ZONE: (0006) FIRM 53033C0664 F, REVISED MAY 16, 1995 ZONE 'x' (AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) GROSS LAND AREA: 125,B63± SF (2.89± AC.) ZONING CLASSIFICATION: URBAN CENTER NORTH 2 (UC-N2) MIN. FRONT SETBACK O' MAX. FRONT SETBACK 5' MIN. SIDE SETBACK ALONG STREET O' MAX. SIDE SETBACK ALONG STREET 5' MIN/MAX REAR SETBACK O' MAX. BUILDING HEIGHT: 10 STORIES ALONG PRIMARY & SECONDARY ARTERIALS 6 STORIES ALONG RESIDENTIAL & MINOR COLLECTORS LOT COVERAGE FOR BUILDING: 90:ii: TOTAL AREA INDEX OF SHEE:TS= C1 COVER SHEET C2 EXISTING CONDITIONS C3 DEMOLITION PLAN ' ' ~/ I -1141 CALC'D M.C. ~ /; NBB"JJ'~"W 121.85' _ ~ _ 68. )! ; ) -. FND. 6" CONC. MONUMENT W/ J" BRASSI[ & PUNCH MARKED "PSPL ELEV. = 28.70 PROP. COR." (MEASURED ELEVATION = J 1.80') (VISITED ON 8/24/2014) C4 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 0 ., ' ' ' ' ' ' ' ' ' ' ' ~ ' ' ' ' .. '\ \ i, \ "~ C5 PRELIMINARY GRADING AND STORM DRAINAGE PLAN-LEVEL 1 C6 PRELIMINARY GRADING AND STORM DRAINAGE PLAN-LEVEL 2 C7 PRELIMINARY WATER AND SEWER PLAN I 0 \ ct'. ...J & ...l ,oo· <..i ~ C8 PRELIMINARY ROAD IMPROVEMENT PLAN AND PROFILE C9 CONSTRUCTION NOTES AND DETAILS C10 CONSTRUCTION NOTES AND DETAILS C11 TEMPORARY EROSION AND SEDIMENT CONTROL NOTES AND DETAILS L1 L2 TR1 PRELIMINARY LANDSCAPE PLAN -LEVEL 1 PRELIMINARY LANDSCAPE PLAN -2nd FLOOR TREE RE I ENTION PLAN 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 I ~ F"ND. CONC. MONUMENT IN CASE:\ VISITED ON 9-J-2014 UTILJN Cotfl.JCT NOTE: CAUTION= ,, I '-, I ' : \ I ' I I I I I 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 96504-7060 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 O 1-B00-424-5555 AND THEN POTHOLING 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. 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. TAX LOT #334450-0007 I ~ TAX LOT #082305-9056 FECOMMeOE:D FOR APPROVAL BY _____ _ 1. ATTENO PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN ON THE APPROVED PLANS. 3. REMOVE ALL EXISTING ITEMS IN DEMOLITION PLAN AS SHOWN ON THE APPROVED PLANS. 4. INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS. 5. INSTALL NEW UTILITIES. 6. CONSTRUCT NEW BUILDING AND PARKING STRUCTURE. 7. INSTALL NEW EXTRUDED CURB AND LANDSCAPE ISLANDS. 8. COMPLETE FINAL GRADING AND PAVING. 9. CLEAN NEW AND EXISTING STORM DRAINAGE STRUCTURES. 10. INSTALL PARKING LOT STRIPING. 11. CONTRACTOR SHALL MANTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND F"ND. 1/2" REBAR & CAP "HARSTAD LS/13731" N65'£ D.10 FROM CALC'D FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. FND. CONC. MDNUME:NT W/ BRASS NAIL 0 CL P.C. SUNSET BLVD./ NE PARK DR. VISITED ON 4-12-DO F"ND. CONC. MONUMENT W/ BRASS NAIL 0 CL P. T. SUNSET BL VD./ NE: PARK DR. VISITED ON 4-12-00 a-tECKED FOR COM"l.lANCE: TO CITY STANDAFDS ENGINEER: ' '\ ' ,.-S. LN., S. W. 408 . .34 , • l \.0 'on 0 ll' -tj-i I '• -4 1/4, SEC. 5 \ \ -I K ----- . N. LN., N.W. 1/4, SE:C. 8 \ I ENGINEER/SURVEYORS BARGHAUSEN CONSULTING ENGINEERS, INC. 16215 72ND AVENUE ·SOUTH KENT, WA. 98032 . (425) 251-622_2 , CONTACT: ALI SADR P.E. CONTACT: DENNiS SA~S (SURVEY) a , ARCHITECT : .:....,:...:..:.:...!!.._,,,"-= .. .,_ R JENSEN FEY ARCHITECTURE & PLANNING 7730 LEARY w~_v.. N.E;.j REDMOND, WA 98052 j (425) 216-031~ l ~ \ OWNER ! i, ; -~~34' ~od,672, ~32·u~, · ---~:~ f GROUND LEVEL PLAN FLOOR AREA STRUCTURED PARKING MEZZANINE LEVEL l I TYPE l TOTAL LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 I TYPE IIIA/V TOTAL HQTEL USE 5 STORIES Pl 12,260 sf P2 12,260 sf 24.520 sf 465 sf l, 110 sf 9,470 sf l 0,580 sf 35,565 SFI 20,310 sf 22,250 sf 22,250 sf 22,250 sf 87,060 SFI HOTEL GUESTROOMS HOTEL GUESTROOMS 2nd Floor Typical / 3rd -5th Floor LEVEL 2 35 ROOMS LEVEL 2 35 ROOMS LEVEL 3 37 ROOMS LEVEL 3 37 ROOMS LEVEL 4 37 ROOMS LEVEL 4 37 ROOMS LEVEL 5 37 ROOMS LEVEL 5 37 ROOMS TOTAL 146 ROOMS TOTAL 146 ROOMS PARKING LEVEL 2 Mezzanine PARKING LEVEL l PARKING LEVEL 2 TOTAL 48 INTERIOR STALLS 34 EXTERIOR STALLS 39 INTERIOR STALLS 2 5 EXTERIOR STALLS 145 PARKING STALLS (142 GUESTROOMS) ~\PR 2 'l 2015 ---····--···, .,.,,..,,,_,,, CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON DEPARTMENT C>F PUBLIC WORKS COVER SHEET MARRIOTI RESIDENCE INN AS ___________ Date ____ _ BARGHAUSEN CONSULTING ENGINEERS 16215 72ND AVENUE SOUTH DESIOl'ED DATE 08/27/2014 FLENO. BY _____ _ KENT, WA 98032 DRAWN MB BY _____ _ (425)251-6222 (425)251-8782 FAX 04/22/2015 CONTACT: DAN BALMELLI ___________ Date ____ _ Date CHECKED AS SCALE FB.DBOOK PAGE_ APPROVED 8HEET C1 OF 11 DIRECTOR OF PUBLIC WORKS -~ X '" 0 " (/) () z m 0 ""') u.i 0 ai I- I- I- I- I (/} (/} I a.. a.. a.. o u 0 z m 0 , § 0. "' w ~ X 0 ~ ~ " • a. <II D ~z Ill -"'-Oo .. 0 ~E-4 3: . \! E-4z :i5 :J -~ 0.. u~ ......_ Cl' C "O ':i Ill ......_ c,, C ·2 C 0 Ei: ~ --.;;, ~g: ~i ~~ ;::z "o ~~ " 0 " 0 I l w " ~ " " " ~ 0 0 "' er ~ 0.. "' 0.. 0 ~ "' ... -' ' w N ... ~ N 0 ' ' D ... N 0 - en en >-::, ::, [D z 0 vi .... 5 ~ ...J w "' ~ er u.J t: 0.. ::, "' "' 0 :, LL Vl u.J ~ :, u.J Vl Vl !!] N -Q z SCALE: 1•.40• BASIS OF BEARINGS; (NAO 83/91) NORTH 89'33'18" WEST, AS MEASURED BETWEEN CITY OF RENTON HORIZONTAL CONTROL MONUMENT NO'S 57 AND 71. VERTICAL DATUM; NAVO 88 VERTICAL BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 57, BEING A FOUND CONCRETE MONUMENT IN CASE WITH A 3" BRASS DISK & "X". DN. 0.50' AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE ELEV.•326.43 US FEET DATES Of' SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN AUGUST, 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBERS: A.P.N. 082305-9056-04 AND 334450-0006-02 I" I ;:l I .. FND CONC MON~ 1.5" BRASSIE (MARCH 2000) I I ; ff ' g EX. SSMH --r--:i;:i,,,;. RIM•40.75 IE•34.27' (8" N IE•34.17' (8" ADDRESS: 8' HIGH CHAINLINK FENCE 1100 LAKE WASHINGTON BLVD. NE 900 HOUSER WAY N (9056) FLOOD ZONE: (0006) FIRM 53033C0664 F, REVISED MAY 16, 1995 ZONE "X" (AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) GROSS LAND AREA: 125,863± SF (2.89± AC.) POWER POLE W/LUMINAIRE FND. 6" CONC. MONUMENT W/ 3" BRASSIE & PUNCH MARKED "PSPL ELEV. = 28.70 PROP. COR." (MEASURED ELEVATION = 31.80') {VISITED ON 8/24/2014) VISIT[D ON 9-3-2014 FND. CONG. MONUM[NT IN CAS[ \ • -0· D LEGEND; FOUND MONUMENT AS DESCRIBED 1/2" REBAR & CAP SET PER R.O.S. REC. NO. 20010511900012 FND. PROPERTY CORNER AS DESCRIBED UTILITY POLE SANITARY SEWER MANHOLE GAS VALVE WATER METER FIRE HYDRANT WATER VALVE GUY ANCHOR CATCH BASIN ~ _.l <..\ ~ ,.. '}; 0 ;1 6 '<-oo"' EXISTING CONDITIONS MAP LEGAL DESCRIPTION: (PER STEWART TITLE GUARANTY COMPANY ALTA COMMITMENT ORDER NO. 01148-24833 DATED AUGUST 7, 2014 AT 8:00AM) l>I ~/ ;..:!i'Jl"1 REcoweoED FOR APPROVAL BY ______ _ BY ______ _ BY ______ _ C. D. HILLMAN'S LAK[ WASHINGTON GARD£N OF £0£N ADDITION TO S[A TTL£ DIVISION N0.5 FND. CONG. MONUMENT W/ BRASS NAIL @ CL P.T. SUNSET BLVD./ N[ PARK DR. VISITED ON 4-12-00 CHECKED FOR COMPLIANCE TO CITY STANDAADS -----------Dote ____ _ -----------Dote ____ _ Dote FND. 1 /2"REBAR & CAP "HARSTAD LS#13731" N65'E 0.1 O' FROM CALC'D \ •N N ,,; "' " N I\ ~ ·a 0 PARCEL A: THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 8; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 1, A DISTANCE OF 758 FEET, MORE OR LESS, TO A POINT 100 FEET DISTANT EASTERLY FROM, MEASURED AT RIGHT ANGLES TO, THE CENTER LINE OF PACIFIC COAST RAILROAD COMPANY'S LAKE WASHINGTON BRANCH; THENCE SOUTHEASTERLY ALONG A LINE PARALLEL WITH AND 100 FEET DISTANT FROM, MEASURED AT RIGHT ANGLES TO, THE CENTER LINE OF SAID RAILROAD, A DISTANCE OF 221 FEET, MORE OR LESS, TO A POINT DISTANT 200 FEET SOUTHERLY FROM, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF SAID LOT 1; THENCE EASTERLY ALONG A LINE PARALLEL WITH, AND 200 FEET DISTANT FROM, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF SAID LOT 1, TO THE EAST LINE OF SAID GOVERNMENT LOT 1 ; THENCE NORTH ALONG SAID EAST LINE TO THE POINT OF BEGINNING; EXCEPT PORTION THEREOF LYING EASTERLY OF STATE ROAD NO. 405; ANO EXCEPT THOSE PORTIONS AND INTERESTS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NUMBERS 4762273 ANO 6189556. PARCEL B: TRACTS 312, 313, 314 AND 315, OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 83, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTHERLY 235 FEET THEREOF; EXCEPT THE WESTERLY 60 FEET OF SAID TRACT 312 CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 1035005; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 4660014; AND EXCEPT THOSE PORTIONS THEREOF CONDEMNED BY THE STATE OF WASHINGTON UNDER DECREE ENTERED JUNE 24, 1966 IN KING COUNTY SUPERIOR COURT CAUSE NO. 656276. ~ \ 408.34 1 s. LN., s.w. 1/4, src.·5 --I\ " 0 "' • "' ,n .?!, "' " 4 --------LN. LN., N.W. 1/4, S[C. 8 350+74.08 19+48.52 \. \ l-'.405 , SUNS[T :LVD. ~ • ~ FND. CONG. MONUMENT W/ BRASS NAIL @ CL P.C. SUNS[T BL VD./ NE PARK • DR. VISIT£D ON 4-12-00 ' \ 04/22/2015 '1:. <1>, ... 0\ \ "' "'· "' ':;, ENGINEER; "' ·.,, "'· BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI N7T28'0 (RADIAL) --...... 5 ----.D@:::J ~----_ ............... -8 . 0 APR 2 7 2015 · •· ·. ;rnN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EXISTING CONDITIONS MAP MARRIOTT RESIDENCE INN DESIG'ED AS DATE 08/27/2014 ALE NO. DRAWN MB CI-ECKED AS SCALE 1 "=40' FIB.I) BOOK APPROVED 81-EET C2 OF DIRECTOR OF PUBLIC WORKS PAClE_ 11 -N 0 ~ ~ a .0 E 0 .,. II . - E 0. N 0 .;,: "' -0 N N ~ Q. <( iu E ~ '" o 0 0, ,. "O '" C ~ u C a u I X '" I .,. "' "' "' ~ 0 C :~ oi 6. ~ <O "' "' / "' 0 0 0 "' / Q iu ~ 0 z m 0 -:, Ll! () m t- t- t- t- I ~ tn tn I a.. a.. a.. ii 0 .... "' "' "' - ii z <D ~ ~ "' § n. ,;: w " X 6 z 0 z w 3: ~ ~ • 0 0 z;; ~ (.)~~ ~3:0 z ~ffl a: a:<( ~~3: w~J 3: W...J lu~w C, 05 zr~m 0 z lC) i'o ~ 0 • ~ I ~ " a u [ll ~ " 0 "' .... --' ' N ... N 0 ' ' .... N 0 - [ll [ll :::;; :::;; C a ~ " " 6 ~ " • • < a:: 0.. 0.. <( w ~ >-CD z 0 vi !:: ..J ~ :::;; < ~ cc .... ~ ..., .... a. ::1 cc [ll 0 ::, u.. Vl ..., <( ::, (L Vl w !!l Vl ci "' ~ z (D (i) @ © ® © (J) @ ® DEMOLmON SCHEDULE REMOVE EXISTING ASPHALT PAVEMENT AND DISPOSE OF OFFSITE REMOVE EXISTING CONCRETE BARRICADE AND DISPOSE OF OFFSITE RELOCATE EXISTING POWER POLE & LINES. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR RELOCATION AND MODIFICATION TO EX. POWER POLES AND LINES. REMOVE EXISTING TEMPORARY FENCING AND DISPOSE OF OFFSITE REMOVE EXISTING FENCE AND/OR GATE AND DISPOSE OF OFFSITE REMOVE EXISTING TREE AND DISPOSE OF OFFSITE RELOCATE EXISTING FIRE HYDRANT & ASSOCIATED LINES. REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING GRAVEL AREAS AND DISPOSE OF OFFSITE I I EX. 30' Row I hj EX. SSMH --~/ ' / \,, ' RIM=40. 75 ~ 1 ' IE~34.27' (8" N) IE=34.17' (8" S) SAWCUT LINE (TY .) , 1-. : ' ' 1 J GUY POL[ ASPHALT ./ ~ I ~Ji FND. 6" CONG. MONUMENT W/ 3" BRASSIE & PUNCH MARKED "PSPL ELEV. = 28. 70 PROP. COR." (MEASURED ELEVATION = 31.80') (VISITED ON 8/24/2014) " ,? " 2 GAS VALVES~'-~/ ~ ' :J ,.C\J J 'b : ;IJ I-i 1E::f // I <J DEMOLITION PLAN V' \·o o. \ W/LUM AIRE EX.7POIJIER POLF ~-"-\ 'L) ·ti\ _[2-_z_t,~~~~~~ CALL BEFORE YOU DIG: 1-800-424-5555 I I 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 WM:, 332-120. APPLICATIONS MUST BE COIIPLETED BY A REGISTERED LANO SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTOl<I STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTM:,TING 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. Ii ~ .Vi) ·~ -. I \ lJTIUTY CONR.ICT NOTE: CAlJTlON: THE comRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PL.ANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-B00-424-5555 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. RECOM..aoED FOR APPROVAL BY ____ _ BY ____ _ BY ____ _ ~ ... ~..,., ~ oo ·o ·o o. CP. --.,------· ----) .,.,.,,..-------. ---, ct-ECKED FOR COMPLIANCE TO CITY STANDARDS _________ Dote ____ _ _________ Dote ____ _ Dote 04/22/2015 1"=30' FND. 1/2n REBAR & CAP "HARSTAD LS#1J7J1" , ·---------P(OH) -----------·- 408.34 is. - LN. /.N., S.W. - LN., N.W. I I.[) 0 -s;:1- 1 1/4, 1/4, SEC. SEC. 0 0 5 8 0 ,.o ~ \ ~ :::, 0 m ::,; ' -~ 0 0 -V) "' a. "' 0 -.' "' -0 N ' N -:, ;.; E t 0 I o \I "' 'O I st <D "' "' 0 C :~ ~ Q. / st <D --:Ji ~ 0 0 :--~ of( D~--;,-;:;~s34' .;, pA.1" -" Rad"'572 I, \TV ~:.-1·-;;,~--( .... N_· £_. --~-,ND~::::":~UMENT W/ BRASS NAIL R<, ~:' d) 0 "' -/ a: ;.; E P VISITED ON 4-12-00 ' SUN~G''f fl_ '-@ CL P.C. SUNSET BLVD./ NE PARK DR. APR 2 7 2015 CHY~._:.' :a' L , ... :·t: ... ,;\.I ~-" '\ CITY OF RENTON"''\' 3 '',:C'!OJ\I ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 {425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI DEPARTMENT C>F PUBLIC WORKS DEMOLITION PLAN MARRIOTI RESIDENCE IN DESIGNED AS DATE 08/27/2014 Fl.ENO. DRAWN MB CHECKED AS SCALE FIELD BOOK PAGE_ APPRO'IED SHEET C3 OF 11 DIRECTOR OF PUBLIC WORKS d z m 0 ""') w (j ai 0 u f5. U> w ~ U> "' w ~ ~ « u U> ~ g • w " 0 ~ 0 ~ • "' w "' X " ~ 0 a ~z Oo >-4 E-< E-<z -~ uo:: '""" 11 ·~· ~ .-•' .~ -~ c- ~~ ~~ ;::~ ei2 >~ 0 I " I C t/l <C "' -' "' "' ' .... 0 m ::. ...; a. Cl) CJ Ill .>f. ... 0 :;:: .Ce :0 ::, n. ' o> C :§ ·5 [ll ' "' .!a C C 0 0:: 8 • ~ I u m ,.: Cl .... -~ 0 ' "' - m ::. " ~ ~ • ~ a:: n. n. <C w ~ >-[ll z 0 vi t: ...J ~ ::. <C ~ a:: .... ~ L,J .... n. :ii a:: m 0 ::, LL t/l w ct ::, w t/l t/l \!l "' -c.i z [X. POWER POLL - T.E.S.C. LEGEND DESCRIPTION PROPOSED .,,,,,,. 7' HIGH CHAINLINK FENCE---~ 1.08' NORTH ' - FILTER FABRIC FENCE - TEMPORARY CONSTRUCTION ENTRANCE FLOW ARROW --- ~fflfflfflfflfflffl~ ) '\'\ I °\., "" '\, TEMPORARY DRAINAGE DITCH ROCK CHECK DAM " "\, ' 1-/IGH EX. 30' LIMITS OF CLEARING ~ & & & & & A & , ,,...... ______ _ ROW \ ' CATCH BASIN PROTECTION -----'---i I/ EX. SSMH ti. RIM:::40.75 ,..;i; IE=34.27' (B" N) IE=34.17' (8" S) l! CB PROTECTION (TYP.) ~11 r SEE DETAIL ON SHEET C11 -/ __§ GUY POL[ f ~ 2 GAS VALV[S~7 i' / ! ' -' ' TEMPORARY CONST~~l!¢i6~ ! ENTRANCE PER DETAIL ON SHEET C11 EAST LN. PSE EASEMENT -t;.HfH~-==:J±fi~ REC. NO. 20061006001807/ ll.=6'09'42" , R= 1544. 70 ,JL~//-1---,l;f+--;:lt CALC'D N88"33'45"W 121.85' FND. 6" CONG. MONUMENT W/ 3" BRASSIE & PUNCH MARKED "PSPL ELEV. = 28.70 PROP. COR." (MEASURED ELEVATION = 31.80') (VISITED ON 8/24/2014) £! CJ [X.1POW[R POLE W/LUM AIRE CB PROTECTION (TYP.) SEE DETAIL ON SHEET C11 EX. CATCH BASI (APPROXIMATE LOCATIO ) CALL BEFORE YOU DIG: 1-800-424-5555 I I CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAJNING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT !MY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WN:. 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS t.4AY BE OBTAJNED FROM THE WASHINGTON STATE DEPARTMENT or NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT or NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE I ,· __j u UTILITY CONR.ICT NOTE: CAUTION: ' "" " .. "' \ \ 11 1 1 WASHINGTON STREET S.E. P.O. BOX 4706D OLYMPIA, WASHINGTON 98504-7060 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH or 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 O 1 -800-424-5555 AND THEN POTHOLING UPON COYPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION or THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT or SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY or THE CONTRACTOR. ALL or THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS or 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 RECOMMENDED FOR APPROVAL BY _____ _ BY _____ _ ) _, .., (.,-\ vi 0 (.) ·o ·c) o. c;:,_ \ CHECKED FOR COMPLIANCE TO CITY STANDARDS __________ Dote ____ _ __________ Dole ____ _ Dole 04/22/2015 ti :::Y4 ' ' ' FND. 1/2" REBAR & CAP "HARSTAD LS#137J1" -PCOH) -------- I I.[) 0 -s:;1-- \ 1'=30' N N l"') I<) sj· N \\ ll ... <C 0 0 0 lO -ct II "Cl 0 cc 408.34 r·--------s. LN.. s. w. 114. SEC. 5 ---- 1 L----N. LI\/., N.W. 1/4, S[C. 8 ·--P(OH) ------P(QH) -- S.E. -0 ) --------' t of{ D~-: 96 • Arc"'205.3 4 ~ pA.1• -·02" Rod"572. '".'.. (1,.r.£. -~2ff 32 . ($) fl/ r' VD;--'!· lf.--- 60 . - ' iv 0 u V) :,e Cl. ..., 0 ,;,: "' 0 ~ ~ st iv E ~ "' \ g \! ., a. I st <D "' "' "f 0 C :i; ~ a. / st <D --:8 ,,; 0 0 0 "' / [L ~ Ll: B µ FND. CONG. MONUMENT. W/ BRASS NAIL APR 2 'l Z0/5 r;t'f -@ CL P.C. SUNSET BLVD./ NE PARK DR. sUt:l~ . VISITED ON 4-12-00 c,;~:\. ~-"' ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI ,-,._,, ,.. .. ,".I ···' .• -,Ji\1 ' •• , '-'l'I CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIGNED DRAWN Cl-ECKEi) APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL PLAN MA RIOTT RESIDENCE INN AS 08/27/2014 DAlE FI.ENO. MB AS SCALE FEi.DBOOK DIRECTOR OF PUBLIC WORKS SHEET C4 OF PAGE_ 11 () z m 0 ""') u..i (j a:i I- I- I- I- 0 z u w I ~ 8 I w I ~ (/) i;;.,......;.....;:..J;;;._. ......... -1 ~ a (/) I a.. a.. a.. 0 " "' w "' X ~ ~ , w c ~ • ~ ! ~ • I ~ a u < ID Q'. ~ 0. "' 0. 0 <( "' .... --' ' u.J "' .... ~ "' ~ :;:-0 "' 0 - ID ID >-:::; :::; CJ z Q (/) t: ..., ~ :::; <( = a:: I-~ w l- o. Si a:: ID 0 => "-V) w it. => w V) V) !,!] N -0 z ------------ ti ,: • (/110 r1/0--PRELIMINARY GRADING AND STORM DRAINAGE PLAN - s.f tGAN ,, ~ \~ LEVEL 1 \ ( 9 / ~ a / 1'•30' /'fl. RELOCATE EXISTING POWER POLE & LINES. \:!.I CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR RELOCATION AND MODIFICATION TO EX. POWER POLES AND LINES. ci'. /·,:, Ii -C) .i,: l<.o;J ! I . ~-,1 : i:::ti ) EQ I I I 0..1...1... I "l : Ii I '" ! : : ~ Ex. JO ' ' I I • r'"-"'tfow~-ff-.JEi.~: ~'..J I "' ADJUST RIM TO~ ROW o / , \ ' I N88"33'45''W ---' NEW FINISH GRADE EX. SSMH --- RIM=40. 75 IE=.34.27' (B" N) IE=34. 17' (8" S) 4 LF 12" CPEP SO O 2.25% NEW CB 3 TYPE 1 W/STANDARD GRATE (PER DETAIL ON SHEET C10} RIM=40.80 1E=36.80 (12" S, E} 20 LF 12" CPEP SD O 1.35% GUY POLE···-"-. 5 LF 12" CPEP SD O 1.01% NEW CB 5 TYPE 2-48" W/STANOARD GRATE (PER DETAIL ON SHEET C10} ' ' ' ' ! ' ' RIM=38.08 __ -,--rl...,~1-f-.....· IE•30.2~ 2 GAS \/ALVES--E~~: PSE EASEMENT ---- REC. NO. 20061006001807J.::il_t.,fFP"-}tf;e;; 24 LF 12" CPEP SD O 0.54% li=Ei09'42" R= 1544. 10•-U-i::o,,!...fhL--f;f-~ L = 1 66.+2' ,.,_, / NEW CONC. CURB & GUTTER ~¥0 ~,' H++fh~ ' , PER CITY RENTON STDS. ,.J / . [X. R.R. SIGNAL-"-1 -.., ; , [X. POWER POL[-, "" ,-, I, ld...r--.11 ' ' " " [X. R.R. WARNING---_.--="':-'k- UGi/T POL[ ,,.,,,,----,if, SEE SHEET CB FOR ROAD IMPROVEMENT PLAN EX. SSMH --n'ti'il,rnH--1- AND PROFILE DESIGN RIM=35.74 l[cc29 38 (8" [, S) 20 LF 12" CPEP SD O 0.50% I I <( 0 n-: ....l (i: CALL BEFORE YOU DIG: 1-800-424-5555 ' I • I '-'/ I -"ii' J I I J I I J J I I I / TAX LOT #334450-0007 \ I 'oa NEW 8" PVC ;OF RAIN DOWNS T \ colcT10N/PiPE TYP.} MEW 68'x20' DETE TIO VAULT W.S. EL.=38~111- ~;t,JC W.S. EL.=3 .00 ""\TOM EL.=31.5 , , I RECOMMENDED FOA APPROVAL BY ____ _ BY ____ _ BY ____ _ \ OECKEO FOA COMPLIANCE TO CITY STANDARDS ---------Dote ___ _ ---------Dote ___ _ Dote 04/22/2015 ENGINEER: BARGHAUSEN CONSUL TING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI ' \ ; FND. 1/2" REBAR & CAP •HARSTAD LS/13731" N65"£ 0.10 FROM CALC'D 408.34 / s. LIi/., s.w. 1/4, S[C. 5 -------- l_.,, .. -N. LN., N. W. 1 / 4, S[C, 8 --P(DHJ -- P(OH) --- ~ \I I -~ X ~ ::, 0 OJ ::s ' iv 0 u 'f) -s iv E ~ 0 0 \! 0, C. I .,. "' "1 "1 'f 0 C :~ " Q. -;;;'.' "' --:R ~ ----74' -i .---------:::---96' Ar C"'205. "' t ~)----------, 2" Rod"'5 72, t,\ L ~ ' oc: o• 32 0 , ~ l~J:. f p.t'~-: t,. oc2 ,,':",_'·~' /',. -,. !/'i. ·"~"': ~~-----FND. CONG. MONUMENT W/ BRASS NAIL ' .... i ,J) @ CL P.C. SUNSET BLVD./ NE PARK DR. APR;, 7 ?Q/5 VISITED ON 4-12-00 .. -:-,, ... f CITY OF RENTON'' DEPARTMENT C>F PUBLIC WORKS PRELIMINARY GRADING AND STORM DRAINAGE PLAN LEVEL 1 MARRIOTT RESIDENCE INN DESIGNED AS oaL2?L2014 DAlE ALE NO. DIIAWN MB CHECl<B) AS SCALE 1 "=30' RELDBOOK PAGE_ APPRO'IED SH3:T cs OF 11 DIRECTOR Of PUBLIC WORKS --;;; 0 0 0 "1 -/ (L iv ~ () z m 0 "") w (j a:i --------- I- I- I- I- I ~ ~ . 0 .g r ,n (/) 1--....1-...... _--1e,.a-1 (/) I a.. a.. a.. Q u 0 z m SJ "' w QC X w C> < z ".I ~ ~ ~ 0 • • i 0 Vl <( '° -~ N ~ lD :::;; t- 5,j a:: w D.. a:: ~ w :::> Vl !!l N " ~ ~ 0 8 • " r ~ u £D er 0. "' 0. 0 <( ... $ w !;;: 0 '-0 N - lD >-:::;; ro z 0 in ~ 1 er t- 5,j lD :::> Vl ~ w Vl -0 z N88"33'45"W ---'-' bi I:: y 1'=30' 15 30 60 AOJUST RIM TO~ NEW FINISH GRADE EX. SSMH ----- RIM=40.75 IE=34.27' (8" N IE=34.17' (8" GUY POL[ 2 GAS VALVES SEE SHEET ca FOR ROAD IMPROVEMENT PLAN AND PROFILE DESIGN EAST LN. PSE EASEMENT__,__,, REC. NO. 20061006001807 EX. R.R. SIGNAL~ [X. POWER POL[··-, ,, --....., ' EX. R.R. WARNING---._ ·,_,"'-.·· r1,., LIGHT POLE . ...__ _____ ·• FND. 6" CONC. MONUMENT W/ 3" BRASSIE & PUNCH MARKED "PSPL ELEV. "' 28.70 PROP. COR." (MEASURED ELEVATION = 31.80') (VISITED ON 8/24/2014) CALL BEFORE YOU DIG: 1-800-424-5555 J' " EX. POWER POLE -- W/LUrAIRE I EX. POWER ,0 0LE W/ LUM/NA/RE & UG UN£ I I I • 0 < 0 Cle . ..J <( Q'.: _j u I I I / /110 r~/~PRELIMINARY GRADING AND STORM DRAINAGE PLAN - s.J icAN / ~ \~ LEVEL 2 \ ( 2 ~ ~ 0 ~ il'. EX. 30' ROW \ I ---- "'' ' POWER POLE~ ~ 11=5'05'36 R=2338.53 L=207.89' \ 7' 1-1/G~I CI-/AINLINI< FENCE-~ 1.08' NORTH OF PROPERTY LIN[ ~ "" \ / TAX LOT #334450-0007 \ "" 7' HIGH CHA!Niz!NK FENCE-\ . "' '~ ""', }-__ I I ') I OPENTO J\ \FLOOR BELOW \ RE~f~i INN t-\ = 42. 0 \ /" l,,,.-// / FECOMMEIO=C> FOR APPROVAL BY ____ _ BY----- BY ____ _ ~' ) ~' ·~\ \ .-'" ........ ,,. '-" oO ·o ·o o, o,_ CHECKED FOR COMPUANCE TO CrTY STANDARDS _________ Dote ____ _ _________ Date ____ _ Dote 04/22/20!5 FND. 1/2" REBAR & CAP "HARSTAD LSf13731" N65'E 0.10 FROM CALC'D FND. 1/2"REBAR & CAP "HARSTAD LSf 13731" NBO'W 0. 11 FROM CALC'D 408.34 I - s. LN. LN., s.w. 1/4, LN., N.W. 1/4, N N SEC. SEC. ·o 0 0 \J'.) st 5 8 ~ II ~ p 't. ~ "' ;; -X -' ,2 ::::> 0 rn ,.. II ' <D 0 u (/) -P(OHJ ----I~ -P(OH) "-ca W/ NO GRATE RIM = 79.33' . P([IH) ---- ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI I.E. = 75.59' 24" CMP S.E. i" "-~ <D __ :g / <n 0 0 0 "1 f,;'",,-,1) { ~ ~1:'------FND. CONG. MONUMENT W/ BRASS NAIL APR .2 7 2015 @ CL P.C. SUNSET BL VD./ NE PARK DR. VISITED ON 4-12-00 C:; · ···')hJ ' '~ I. PL:,. .· .. -,_ '.'-i:,·:v'jM CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PRELIMINARY GRADING AND STORM DRAINAGE PLAN LEVEL 2 MARRIOlT RESIDENCE INN DESKN3) AS D8L27/2014 DAlE ALE NO. DRAWN MB CHECKED AS SCALE 1 "=30 1 RELDBOOK PAGE_ APPROVED SHEET C6 11 DIRECTOR OF PUBLIC WORKS OF d z rn 0 ..., w (j a:i I- I-I-g " 0 FND. CONC. MONUMENT W/ 1 1/2" BRASSIE-___,, @ CL LK. WAS/I/NG TON BL VD. I-.. ~ 8 I ~ ~ i r VISITED ON 3--27-00 (I) 1-----i.....-,a--~"""'1 WA TERMAIN INSTALLATION TABLE (/) /.\. INST All.: I O '\:I' 1-12"x6" TAPPING TEE (MJxFL) Q.. '!::: PER C.O.R. STD. PLAN 300.1 f:'J 1-6" GATE VALVE (FLxMJ) Q.. 10 LF 6" D.I. EXTENSION Q.. ~-1-5 1/4" MVO F.H. ASSY. 0 0 0 z "' 0 , ~ "' " ~ "' ~ w ~ <C ~ w " 0 "' ~ 0 ~ ~ " ~ § ~ ,;: w ~ X 0 ~ > " i,l PER C.O.R. STD. PLAN 310.1 CONC. BLOCKING -CONTRACTOR TO FIELD LOCATE AND VERIFY oz· >-<( ;:: VERTICAL AND HORIZONTAL LOCATION OF EX. Q WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY -3:: CX) ENGINEER OF ANY DISCREPANCIES. z~o, a: a:<( ~ ~3:: ~ m::f tu~w c,o~ ~~(D ~ LO ~ a. <I) D ~z "' .:,_ Oo ~ 0 ~E-< ?:: .\! E-<z :i:i :, -~ Cl.. ui:i:: ' 0' -~ ~ ::, w ' a, C •• 11 ·2 '#4 C .2 Cl.. INSTALL: 0 1" OCVA ASSEMBLY PER C.O.R. STD. PLAN ~ INSTALL: "';;y 1" IRRIGATION METER W/3" SERVICE LINE PER C.O.R. STD. PLAN 320. 1 A INSTALL: "'v 1-3" DOMESTIC WATER METER W/3" SERVICE LINE PER C.O.R. STD. PLAN 320.4 /.'.. INST AU.: "';;y 1-12"x8" TAPPING TEE (MJxFL) PER C.O.R. STD. PLAN 300. 1 1-8" GATE VALVE (FLxMJ) 48 LF 8" FIRE LINE D.I. EXTENSION CONC. BLOCKING CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EX. WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. INSTALL: 6 3• RPBA ASSEMBLY PER C.O.R. STD. PLAN ~ INSTALL· '{/ 1-12•x5• .TAPPING TEE (MJxFL) PER C.O.R. STD. PLAN 300.1 1-6" GATE VALVE (FLxMJ) 14 LF 6" D.I. EXTENSION 1-5 1/4• MVO F.H. ASSY. PER C.O.R. STD. PLAN 310.1 CONC. BLOCKING CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EX. WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. /a\. INST AU.: ----II~ FIRE DEPARTMENT CONNECTION ;; • .. -~ •" -~ ~i ~s "Z OCo ~. oc 0 " 0 ~ • w • I ~ " " " " C u < "' 0:: ~ Cl.. "' Cl.. 0 < U) .... --?:,-......_ w .... < i 0 0 ......_ N - "' "' >-:::. :::. w ~ INSTALL: ~ a• DDCVA ASSEMBLY (INSIDE BUILDING) PER C.O.R. STD. PLAN 70 LF 8" 0.1. FIRE LINE N88" 33'45 ''W 1 ' __ ...:..; 21.85 FND. 6" CONC. MONUMENT W/ 3• BRASSIE Ile P NCH ' MARKED "PSPL ELEV. = 28.70 PROP. COR." $' " (MEASURED ELEVATION = 31.80') [X. PO R POLE (VISITED ON 8/24/2014) W/LUM !\iRE EAST LN. PSE EASEMENT REC. NO. 20061006001807 APPROXIMATE LOCATION OF EX. CATCH BASIN EX. POWER POLE W LUM/NAIR£ & UC Lift/[ • 0 •~--------------------------,\< SANITARY SEWER INSTALLATION TABLE z 0 iii ~ ...J ~ a::: ~ a::: L,J t- Cl.. :iE a:: [D 0 ::, ... Vl L,J 'ct. ::, L,J Vl Vl \Q CD CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EX. 8" SEWER MAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. TAP INTO EX. 8" SEWER, MATCHING EX. INVERT ELEVATION (30.88±) PER C.O.R. STD. 406.1 CD 21 LF 6" SDR-35 tEW SSC013 ss @ 2.00% MIN. (D RIM=42.00 NEW SSC0 ti IE=36.74 (D RIM=41.80 (D 6 LF 6" SOR-35 IE=35.94 SS @ 2.00% MIN. (D IE @ BLDG.=36.00 @ tEW SSC0 t4 CD BB LF 6" SDR-35 RIM=42.00 SS @ 2.00% MIN. IE=37.16 (FOR PARKING GARAGE CD NEW SSC0 12 DRAINAGE CONNECTION) RIM=41.10 IE=36.12 1------+--+---+---+--i--,, ,.-:;-... 9 LF 6" SOR-35 ~ SS @ 2.00% MIN. ,..,....._ tEW 8SCO 15 ~RIM=42.00 IE=38.00 ci N -z (FOR PARKING GARAGE DRAINAGE CONNECTION) @ 42 LF 6" SDR-35 SS @ 2.00% MIN. 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SUNSET BLVD./ NE PARK DR. ,; VISITED ON 4-12-00 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PRELIMINARY WATER, SEWER AND UTILITY PLAN MARRIOTT RESIDENCE INN DESIGNED AS 08/27/2014 DAlE R!.E NO. DRAWN MB I 1 (425)251-6222 (425)251-8782 FAX Cl£Cl<ED AS SCALE 1 "=30' FlELD BOOi(____ PAGE_ 04/22/2015 CONTACT: DAN BALMELLI APPROVED 81-EET Cl 11 DIRECTOR CF PUBLIC WORKS OF ii X ~ <( "' ::, 0 CD :::, . - ' -~ 0 u If) :::, a. ... 0 ..= U) -0 N ......_ N ......_ ... '" E F ......_ " 0 C, O'> ;. ~ "' " 0. I ... "' U) U) / 1:- 0 C :~ © ~ 0. / ... "' U) U) / "' 0 0 0 U) / ll i:i G: () z (D 0 J u.i (j a::i t- t- t-t- I (./) (./) I a.. a.. a.. 0 u 0 z w Q " r ~ '" ~ ~ "' w "- ;;<: '" ~ ., u ~ r 0 ~ "- w ~ 0 r 0 ~ "- "' w "' X w " ., z w ~ G: 6 z 0 ~ I 0 ~z Oo >--E-4 E-4z -i::t:J u~ ...... 11 '#4 m m .--~ ~~ o- ii~ ~s ez •o ~" " 0 I z I 0 ~ '° -' N N ~ 0 CD :::!: >- :! "' w a. 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LAKE WASHINGTON BLVD. -TYPICAL STREET SECTION·:" :t) NOT TO SCALE (PAVEMENT SECTION TO BE VERIFIED BY GEOTECNICAL CONSULTANT) APfl 2 7 2015 CITY Of RENTON Pli\'.o:, '0 :;c';I, )M DEPARTMENT OF PUBLIC WORKS BY ______ _ CALL BEFORE YOU DIG: -----------Date ____ _ BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH PRELIMINARY ROAD IMPROVEMENT PLAN AND PROFILE MARRIOTT RESIDENCE INN DES\ClNED AS oaL27/2014 DAlE FLENO. BY ______ _ KENT. WA 98032 DRAWN MB 1-800-424-5555 CHECKED AS SCALE 1"=20' FELD BOOK PAGE_ APPF\OVED SHEET cs 11 DIRECTOR OF PUBLIC WORKS OF BY ______ _ (425)251-6222 (425)251-8782 FAX 04/22/2015 CONTACT: DAN BALMELLI -----------Date ____ _ Date --;,; a u Vl () z CD 0 J w 0 a:i I-~ I- I-a " z I-8 0 rn z ~ I ~ ~ ~ ! • C 0 " (./) (./) I 0 0.. (? 0.. 0.. ~ ~~5 -3:co 0 z ::i£ 0) u a: a:<( ~i3: w ::i£ J .... 3: w _.J co l:u ~w in in 6 c,o~ z ~~@ ro 0 ~ 0 z It) in 0) .,.... ~ "' ....; w a. ~ Q) p "' ~z " "' w .:I. a. Oo ~ ii 0 >-4 E-c :;; • <,? E-cz :0 :, -i::t:l a. u~ --.... a, C w E al ·:; u (Il "' G --.... "' ~ C a. ~ ... ~ 11 ·2 •• C 0 a: ~ w .- \i .::, 0 ~g: o- ~ i~ 0 ~ z a. ~ii "z •o ~~ " 0 • 0.. Q_ Q_ u u u a a z w ~ " 0 ! ~ • • • • 0 0 • 0) a:: ~ Cl. "" Cl. 0 < '° .... --'-'-w " "' .... ~ w "' 0 " '-'-X ... "' 0 - 0) 0) >-::; ::; [I} z 0 vi >--~ 51 ;i O'. >--a:: w t:: a. ::; O'. 0) :::, 0 Vl Lo.. <( w 0.. :::, i,J Vl (/) !!! w " ci "' z "' -".J z C: ------------ CITY OF RENTON STORMWATER DRAINAGE NOTES CONSTRUCTION NOTES AND DETAILS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELO WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANO MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT ANO THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITIEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT ANO APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE ANO APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD ANO BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT ANO 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. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT rDR PAVEMENT ANO STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT # 1 OR BEITER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIP[, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/ 10 PERCENT TO 20 PERCENT PASSING. 0 0 0 ..; 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANO ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARH.tENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE,AQUIFER PROTECTION AREA. NOTES: 1. ALL STROKES TO BE 3• WIDE. 2. PROVIDE TWD COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYl.4BOL. 4. LOCATE SYl.4BDL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN . 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. 0.250 3.000 HANDICAP SYMBOL NOT TO SCALE 12" ' ~ co - PARKING VAN ACCESSIBLE 0 0 0 0 0 0 i--0 0 ACCESSIBLE PARKING SIGN 0 LOCATE FACE OF CONCRETE 0 BLOCK FLUSH WITH EDGE or 0 CONCRETE WALK. ~ 3" 0 ...:'...J. 0 ~ EQ. EQ. .,. "' z 0 z "' in "' in io ' "' X ' X "' -• ~ 00 • ~ <D ;,, I (D I (D STORM DRAINAGE PIPE SPECIRCAllONS ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINlt.lUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (RErER TO THE MANUFACTURER'S RECOMt.lENOATIONS FOR t.llNIMUt.l COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON -4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 ANO 16-INCH THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANGED (6-INCH t.llNIMUM COVER). 8. CONCRETE -4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL ANO SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS 11). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORt.llNG TO ASTM C-76 (2 FOOT MINIMUM COVER). C. PVC -4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM 03034 SOR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM D3034 SOR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE PUSH-ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) -6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1 /2 INCH CORRUGATIONS. 21 INCH THROUGH 36 INCH OIAl,tETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) -6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED ANO ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINlt.lUM COVER). F. CORRUGATED POLYETHELENE t.lEETING THE REQUIREMENTS or AASHTO M-294, TYPE s. MINIMUM PIPE OIAt.lETER SHALL BE 8". MAXIMUM PIPE OIAl,tETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM O 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOt.lERIC GASKETS CONFORMING TO ASTM F 477. CASKETED JOINTS SHALL BE LUBRICATED AS RECOMl.4ENOEO BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITIED. FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL t.tOLDEO, OR FACTORY WELDED. THERt.lOPLASTIC PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. 1/4" x 2" DUMMY JOINT (TYP) ... ! ...... · ... "'~1· ~: . -t • · V ~ t . . . . . . . . ..... 20'-o" 0.5' VARIES 5'-8" VARIES RIGHT-OF -WAY LINE 2.0% ,; .-... ·· .::--.;:i';-.."i, ,'/ ..... ~ i1'>."-.'f,"-.'f,". I ,. . . ,' v~'!'>."-.'!'>.". MATCH EXISTING DRIVEWAY GRADE 2.0· . ,• '· ,• ~ix N :i . " . - ·.,, ..; • • N - STEEL POST y .........-coNCRETE FOUN .. DATION CEMENT CONCRETE DRIVEWAY 5" THICK SEC110NA-A END, GATE, OR CORNER POST FABRIC BAND BRACE POSTS LINE POST TWISTED AND BARBED SELVAGE GREEN VINYL COATED, 9 GA. CHAIN LINK FABRIC PULL POST BRACE POST TOP RAIL STRETCHER BAR GREEN VINYL COATED, 9 GA. CHAIN LINK FABRIC SLOPE TOP OF FOOTING TO DRAIN (TYP.) SIDEWALK PLANTING STRIP, IF ANY j TENSION WIRE T . .• • .. 00 TWISTED AND _ _/ BARBED SELVAGE . • . . . 6" DEEP WASHED --...._ ROCK BASE (TYP.) NOTE: ALL FENCING MATERIALS MUST BE VINYL COATED. THERE SHALL BE NO EXPOSED METAL SURFACES. VINYL COATED CHAIN LINK FENCE NOT TO SCALE 6" PORTLAND CEMENT CONCRETE 4" COMPACTED DEPTH CRUSHED ROCK 12" MIN. SUBGRADE COMPACTED TO 95% NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL CONCRETE PAVING SECTION NOT TO SCALE GRADE PATCH SURFACING TO MEET AND MATCH EXISTING. .-------, MINIMUM SECTION TO BE z "' ,2 OVJ u.. w a (/) VJ !::=!zI "' ::i .... ~CL~ a w WW VJO.. ' <D a: NOTES: VARIES 3" A.C. PAV'T CL. B OVER 4" CRUSHED ROCK BASE hWA4'JLL'---STRUCTURAL FILL MATERIAL COMPACTED TO 95% OF MAX. DENSITY 1---~~-1-~~suBGRAOE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY 1. PROVIDE 4" SANO BLANKET BEDDING FOR RIGID PIPE 1 o· 6" MIN. 2 1/2" 5" 2 1/2" • . \' ., 4 ., ·, 1' ,., . ., ~ 4 • • . ,1 • • ··" <D • ' ,. -• 1 m -111-n -m m -111==- ASPHALT .,,1-1 EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 5% • • . . . ' .·. B ~· 18 11 CE'-ENT CONCRETE VERTICAL CURB AN:> GUTTER CURB AND GUTTER NOT TO SCALE 2' COMPACTED DEPTH -~ CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE Do?J oO = = = = = = = = 1" R N . .. ... ogcV 0 o :lslio Oo 0 =. = . 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D-155 7 12" MIN. SUBGRADE COMPACTED TO 95% DRY DENSITY APR 2 7 2015 PIPE BEDDING DETAIL TYPICAL ONSITE ASPHALT PAVING SECTION;:;' Pl 1~: ,., ,. ;>:':!\I NOT TO SCALE NOT TO SCALE CITY OF RENTON EQ. EQ. 2.0% MAX ... ' . . . io 4 . CURB AND GUTTER SECTION DRIVEWAY DEPARTMENT OF PUBLIC WORKS 4" 1'11DE PAINTED : YELLOW STRIPES; • TWO COATS IS: . . . . . . r lp~~ l 8'-0" MIN. PLAN HANDICAP PARKING NOT TO SCALE SLOPE ENVELOPE AROUND HANDICAP STALLS (TYP.) • " .<l ' 12· DISABLED PARKING SIGN INSTALLATION NOT TO SCALE NOT TO SCALE REC0MM811DB) FOR APPROVAL BY~~----~ BY ______ ~ BY ______ ~ CHECKED FOR COMPUANCE TO CITY STANDAFDS ____________ Date _____ _ ____________ Date _____ _ Date ENGINEER· BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX 04/22/2015 CONTACT: DAN BALMELLI CONSTRUCTION NOTES AND DETAILS MARRIOTT RESIDENCE INN DESIGNED AS 08/27/2014 DATE R1.E NO. DRAWN MB CHECKED AS SCALE NLA AELDBOOK PAGE_ APPROVED SI-EET C9 OF 11 DIRECTOR OF PUBLIC WORKS ' ~ ~ 0 u (/) () z CD 0 J u.i (j aj I- I- I- I- I (/) (/) I a.. a.. a.. ii 0 .... .., ,0 ,0 ~ 0 z rn 0 ' ~ ~ .: w • X " 0 6 z " ~ ~ I 8 ~ I 0 " 0 M uj ~ (j~ ..... ~3~ Z~O> a: a:< ~~3 w~J 3W...J tii ~w c,05 => j!: m D.. a: 0 z lO i:o 0) ..... 1---,-----1 a. 0.. 0.. u u u 0 0 ~ , w • 0 ! ~ • • L • 0 u < 0:: ~ m 0.. " 0. 0 < "' ... --'-'-w N ... ~ N 0 '-" ... "' 0 - m m >-:::. :::. m z 0 ui >-~ ~ t er 0:: L,J >- 0.. ~ er (D :::, 0 (/) L,,. L,J < :::, 0.. w (/) (/) !!l "' -0 z ASPHALT OR CONCRETE PAVING SEE GRADING PLAN THREADED CLEAN OUT PLUG, 3" BELOW PAVING N01E8 •• I> b ..... 1'-0" MANHOLE, FOR TRAFFIC AREAS ONLY 7-1/2" A. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS ·co· B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS & SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW 6104 A12 -DOVER CORP./OPW DIV. CLEANOUT DETAIL NOT TO SCALE FRAME AND COVER SEE DETAIL LEFT. LETTERS ON COVER TO READ "DRAIN" FINISHED GRADE STANDARD 6" 45' BEN OR 6" WYE 7::7~·-·-0~jf;j§~,,,' ' //. STATION AND LENGTH SHOWN ON PLANS TO THIS POINT TO BE LAID ON UNDISTURBED EARTH OR COMPACTED SELEY MATERIAL FLOW LINE ELEVATION SHOWN ON PLANS TO THIS POINT STORM SEWER CLEANOUT DETAIL NOT TO SCALE ~ g ! < & I FRAME AND VANED GRATE ~ .. /,,. "-~ ·~, -< ' •11 ~. ~ !• lb ~!"OR1~ • j! Ill Iii ONE 13 BAR HOQP fOR 6'' H~l\31fT lWO #3 BAR HOOPS FOR 12" HEIGHT ,,, r• RECTANGULAR ADJUSTMENT SECTlON 11h 1h1 #3 aAR. ~CH SlDE #3 BA_R: EA.CH WAY CONSTRUCTION NOTES AND DETAILS CLASS "B" CEMENT CONCRETE CLASS "B" CEMENT CONCRETE PROJECT LO(Al/ON, 1/f!{l'ON, !!'/! '"'-·-~""-~--'-'-----4---.:....;._;,_""-.c.,_---I STRl.lttURE! ID TREATM{;NT Rt:/,/U/li'[Q ~~~ -,.,._,...._ ·-------,~~, .VOWME BASEO . (Cf} FliJW IJASf[f; (CFS} !NLU PIP/ I j/,73 INLET PIPE;/ ·VU/Lb/ PIP[; J0.40 . Pf,fJR[ATME~ RIM f:LEVAT!(ifl Ji!rilet $QRFACE LOA!/ NOT ~1/()WN wtji;)NDM£fJ/A.. YOWME (CY) wfii.Ai1iJu£oiA . o;tuvtRr MtrHol) QJ}(j 12" PVC /2" rJ/OFllTRATIO/V DISC/IAR{i,£ J1Jg(f 39,9(1 Nor KI/OiYN NOT KNOWN I . c2r,;0.". . " . . . _ ·¢24."·· 484 78[} /NIE f'IPE S£f NQT<S PLANVIEW ORIF!Cf Stk((Dlli. ll./CH£6) . .. . NOTES: tao·· · C/1. ·. < ,J9 9Q £C.IR/JJ • t!:'J.§fALLAl'JON NOTES I, CQN7RACTQR {O PROYJDE ALL i;A(iQR, . [Q/JIPMEl)T.1,/AffiRfALS ANO INC/DENTAlS.RFQ/Jf/?fD IO OFFLQAl)ANI) INS!ALlJH[ SYSTEM.ANO Af P/J8TlNANC£S .IN ACCOROANC{; Jf!TH THIS ORAW!NIJ ANO [HE f,/ANUf'AtltURt:RS SPl{.C/f/fAi/ON,'i, /JNLESS ·om/'RW/SE) srlTE[). IN MANIJFACT/)RERSCi>NTRAOT. ... . . .................. ··· 2. UNIT MIJST 8£WST/i.Ll.£b ON lEVEi BAS£ iMI/UFA!JT(/_RfR 1?£eQMM£N[)S/i; MINIMUM fJ" iEVfl R&CK BASE UN/J:5$ S?[OIF/£/) trf THC PR{))Et;F Eli!JINEER. . G.Ot{t//ACTOt{ IS R!;SPONS!BLE .[O VERifY PROJECT EN(!INE£l1S fj[COJIMENOEO BASE SP[C!Fl(}AJ/ONS: ..... 3. All Plf'[S M/JSJ BE FLUSH Wfrfl 'INSIDE SURFACE OF (ONCRITE. (P/PES CANI/OTINT{liJ[)t: BEtO{'/IJ ftUSH). .• IN~EJ/T or ()UTfL()W PIP[ MU$/ f3E FWSH WITH /JISCHAR(;[ CHAMBER FWOR All GAPS ARO/JNO PIPES Sf1AlL {3£ SEALfO Wiltli/?TIGH, WITHA NQN-SHfllf!K . GfjOUI' 'PER /JAN(/fl;iifQ!f£/?/J STAN(!A/1£/ (!Qi:/N£GlfQI/ DETAIi. Ai:/0 $//All l,fffl OR EXCEED REG/0/;IAL PIPE CQNNE/JT/01/ $TAf/DAfjl)S, 4; GON7RA(JTOf/ TO SUPPLY AND' INSTALL AU [XlfJ/f/Al. (}i)NNEGTillG p/p[S. . . . . . . . . . . . 5: . OQ/ffRAGTQR RESPQl/~lf1tE f'Qf? INf/~/.iAf/ON, OF Al/., 1j/S£R~ wif!ou,s .. AND HArcHrs.>co1rlRAcr01? ro cRwr:.ia MANHOJ.Es. AND /J4TCHE.S TO MAtCH.'Fliy/Sl;/tO SURFACE UN~ESS SRtCIF/ED Otf!Ef/WIS' 6: (!RIP 0/JJPRAY !R(?IW,T/ONf/£,0//IREO .ON /!fLI.JN!lS wr(fj fE€EJ;4TiqN, GENEf'lALNOTES 1. MANUFAC,T!.t/i'tR T/J Pl?0'/10£ All MAlfiRI/J(S UNU!)!;. OflttRWt$t:NOfE/J. Z . AU Q/1,(l;f{S!ONS, EUVA,f/ONS, ~Pf.C/f/(:/J.T/ONS AND CAPAC1r1t:~· ABE SUEtJECJ IO Cf!ANC(, · FQR PROJE/Jt SPC@IF/0 D8A'IIINQS DErAllJNr; (XAC.7 • d!M/:I/SIQN5: Y(El(J,/ffS !WD ACCESSORIES PlOOE CONTAOT MANUFAr!T/JRER .. . . , . . . . . . . •' ' ., ~ ., I ==<, NOTES 3 LF 6" SD SEE BELOW FOR DETAIL A 1. AF. an ao.::eptab~ altemam to rebar; -Mre ,neeh having a nilrilrnurri. _$&if of. 0.12 &quata-~ p,8!' !bot may 00 used. Vlllr& meth a.hall not bo pra,:ed lrl knoekOuts. 2. The knod(o(!t dlame!er lff1al1 oo!: 00 greatvr than 16~. Knoek.outS Ma.II have a iNall-.thltkneM of ;r_minimuin to i~maiamum. ~. ·nw,. maximurrrdepth 'It.om Iha finimed gradaJq, ~ piw invert.shall be-5'. 4.. F111m8 and grate may be Installed with llange: down ot ca.s.t into ai.ljumlerit secilon 5. Tha premt base aeciion may have a rO\.lf'ldoo fioor and 'Ina waUs miw be" ill<i~ at a· rate of 1;24 i:>r ~per. 6. ,Opoolng-shall be measured at 1M top of the precast base section. IE=279.24 IE=279. 18 I -~J- ELEVATION VIEW .. P/1/JfRIEJA/:/YNJ/'J.. eONfif)IJJITIAJ.i /HE UlfPlll/,T'ill}IJ!/iMff!li!( rp;s;Cffe!lf!IN). It THE SOU: Pli1Mflfr /JF iJf}l)l)l}J1 /fFJW/1),'jCSr,JE/JS: :/IIY · · . /l<f'~ Ill PART·l!fr ASkllij:)l,f·fflf!iiiir,111£ lffiITTf~ PF-'i!t!W ar ""'1tJff Y!!Jf.!f11xrm1f!/fi,s,Pfl{)//1Bf/m, 4"[102mm] ---i MIN PERMA TRENCH Z874-12 12" TRENCH DRAIN 17"[ 432mm] 12" '---'=--...{ [305mm] DETAH A -----·.~/JMHOI.£ •80¢if .. 1A .... · ·.!'ti .. '« ..... \···. !. JO Pf!f.'tPt.f $CO/J8/NQ J' ---· I I i .•.. L _L .. o,._ ~ ~.·. ,. t r .•. --.--1······-·· IJIGHTENO VIEW J?fi/1j,;p:tJ;;/Jl'?fJLTl1A[(oN 11i(AtMFNT FWW (CfS) .. I I J I I I I I MWS-L-8-8-V STORMWATERBIOF!l TRATION SYSTEM STANDARD DETAIL < •• ' ~ ~ ,,, Y>::?> 12" DIA FIBRE JOINT PACKING .· _'l: .. l A' ,. : .... )/~ . ·, ' 1<> ; /· . .· y;>:: ~~#'\ >::}'/L_ >::?>:: SUBGRADE CLEANOUT CLEANOUT BLOCKING DETAIL NOT TO SCALE 4" DOWNSPOUT TO BE CONNECTED TO PVC ROOF DRAIN 4" X 4" WYE FOR 4" PVC CLEAN OUT ----EXTERIOR WALL OF BUILDING ___ 4" DOWNSPOUT SEE ARCH. PLANS PVC REMOVABLE PLUG 15" X 15" X 8" CONCRETE SLAB (CLASS A) WITH 1 /2" FIBER EXPANSION MATERIAL TO BE USED IN GRASS AREAS PROPOSED FINISH GRAD[ CONCRETE PAVEMENT OR GRASS PVC ROOF DRAIN LINE SEE PLAN FOR LOCATION AND SIZE- 2-45" ELL NOTE: STORM DRAINAGE CONTRACTOR SHALL EXTEND PIPE UP ALONG THE FOOTING TO BOOT REDUCER. DOWNSPOUT W/ CLEANOUT NOT TO SCALE 1 :48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE j MAX. ~-RAMP TEXTURED BY IMPRINT OF MEDAL GRID l 6' I 24· 11_ 1:12 J ~~~ ~111/4" T n u r [] Cl [] C L 20" 80" 6" SD I 1 I D _l CURB LINE / DRIVE_/--+-~l~:4~_..___ SLOPE MAX 6' I 44" MIN. 6' SEE PLAN NOTE: 1 :48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS . ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 36" WIDE (MIN.) SLOPE NOT TO EXCEED 1 :48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. ADA CURB RAMP/CROSSWALK NOT TO SCALE DETECTABLE WARNING NOT TO SCALE WITH DGE/DGF GRATE (H-20 LOADING) CITY OF RENTON'"' DEPARTMENT C>F PUBLIC WORKS CATC~ S,,.IIIN;TYP!E 1P PAR!{ltl~ J9!£· B, IITAM~PLAND-'1b Pltl:CASf BASE SE·C-T 7 IO"'N=-'-,-'-c==-:-'-·;;/.:;;;,;i,g ;84~~i~~ 1 ' •tM ,:,::...,~*O:f,!":-O#T~I AOQPTEQ ct~' 1 RECOWEtOED FOR APPROVAL CHECKED FOR COMPLIANCE TO CITY STAflDARDS CONSTRUCTION NOTES AND DETAILS CITY OF RENTON I ST ANOARO PLANS lASt. tlAtl:;\ 06123/2004 ... 'ii i&ii:Bo13 · 'it!i1~ffll:;~:·c"'·· BY _____ _ -----------Dote-----BY _____ _ -----------Dote ____ _ BY _____ _ Dote 04/22/2015 ENGINEER: • BARGHAUSEN CONSULTING ENGINEERS 0 18215 72ND AVENUE SOUTH 0 KENT, WA 96032 ~ , ' ' " . ~"" (425)251-6222 '<t-t ~ (425)251-8782 FAX 1IVG ENG\~~ CD NT ACT: DAN BALMELU MARRIOTT RESIDENCE INN DESKlNED AS DAlE 08/27/2014 Fl.ENO. DRAWN MB CHECKED AS SCALE NLA FELD BOOK PAGE_ APPAOVED SrEET C10 OF 11 DIRECTOR Of PUBLIC WORKS II ' ~ i,; 0 0 (/) () z m 0 J . w (j a:i t- t- t-t- I (/) (/) I Cl.. Cl.. Cl.. 6 u 6 z <D 'l ~ ~ w ~ ~ "' w a. "' a. w ~ <'i ~ ~ 0 ~ a. w " 0 b ~ a. '" w ~ X 0 ~ ~ 0 " 0 z C " I ~ 0 0. <l> Cl ~z VI -" Oo ... 0 >-4~ 3: -~ ~z :0 ::, -~ 0.. u~ '-. CJ' C ti ::, CD ' CJ' . !: .. 11 C ., .. C .2 0.. a ~ .-•' -~ -~ !i ~ii .::~ •a ~~ • 0 X CL CL u u " z l'l i w X 0 u m (/) <( "' Cl '° .... --' ' N .... N 0 ' ' .... 0 N m m ::; ::; t- ~ ...J 0:: ~ w t:: a. ::; 0:: m ::, 0 (/) "- w ~ ::, w (/) (/) !£l N - " 0 B iii CL u i • • < 0:: 0.. 0.. <( w ~ >-m z 0 vi 5 w 0:: c:i z i I ~ ROCK. MUS"rGOMFLETEL ,' COVER THE ./ .• ----OOTIOM ANO SIDES CfHIE DITCH ~ NOTES 1. CONOITIOH OF USE 1,1, WERE CONCENTRATl':DRUNOFF FROM DISTURBlaD /\REAS TO AND FROM PONDS OR TRAPS, 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE 10 A NON•EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDAIID5 2.1. 2.2. ANY SEOIMENT DEPOSITION OF MORE THAN O.o FEeT SHALL llE REMOVeD SO THAT"!1'lE CHANNEL IS RESTORED TO ITS ORIQL~AL O.SIGN CAPACITY, THE CH ECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BAN KS. IF SCOURING AND EROSION HAS OCCURRffi, AFFECTED AREAS SHALJ. BE PROTECTED SY Rll'RAP OR AN EROSION CONTROL BLAN KeT f'IJRTJC \\'O'RK8 D~PAlfl'li.U!;f\ l CHECK DAMS SPACING AND CROSS SECTIONS ,!ARCH 2008 ~-------------------------···-· ....... ___ _ ; ~ % , I JOllifS It• Fjl1ER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RlNGS, OR EQUIVALEHf TO ATTACH FABRIC TO POSTS. L ·-·· • • n ===- /"x~" IJY 14 Ge±. V'11rtl: 01\ :OQl:lV/\.LENT, IF STANJARO STRENGTH FABPJC USED _l---,f-- F1L lER FABPJC __ ,,_ , F -I , ·11 II.. .. ' Elli II . Iiiiw1wr~~ll§ill~l~illEJ=~illm~#.1 ll~~I iTI 1::1::_ 6' MAX. ---...___ MINJMIJt.14'x4' TRENCH ---~--------~· / I l /.( I I BACK-FILL TREtlCH V11TH / FOSTSPACINGMAYBEINCREASED / ~''-.... N.:I.TI\/ESOIL TO 8-' IF V.lRE 6.A.CKING JS USEO '-..... 2"X4'' WOOO POSTS, HEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBEDAREA.S. 1.2, SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAll'fAGE SYSTEM TO A SEDIMENT TRAP OR POND, 2, DESIGN AND INSTALLATION SPECIFICAnONS 2. 1. THE GEOTEXTllE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE AOS{ASl M 04751) 3U-100 S IE','£ Sil~ :~,f-0-0. 15MM) FOR SI LT FILM 50-100 SIEVE SIZE. 0.?-0 0,1SMMi FOR OlH£1lfA~F!l(S WATERPERMlmvm rAS1M0491\ 0.02.SEC~:1 MIN .. l~UM~ GRAB TrNS!L[ STP.ENCliT (A.STM cl4631) 180 LBS. Mitt FOfl. EXTRA.STREN-GH FMRlC 100 LBS, MIN. i'OR STAMDJ\RDSTRENGHT FABf{JC ~1¥tSILtfil:!'.)NGATION 1ASTMD4632 30% MAX. lll mil.VIOi.A Tr. P,[SI STANCE IASTM D4355J 10%MIN. 22, STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WlRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H;1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM O INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STAB!UZES T~lE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FEN'CE, 3. MAINTENANCE STANDARIJ$ 3.1. 3.2. a3. &4. 3.5. ANY DAMAGE SHALL BE REPAIR IMMED!ATEL Y. IF CONCENTRATED FLOES ARI; EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN$ OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SED-IMEHT. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. IF THE FILTER FABRIC (GEOTEXTlLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, PUBLIC WORKS DEPARTMENT SILT FENCE STD. PLAN -214.00 MARCH 2008 T.E.S.C. NOTES AND DETAILS ,----------------------------·------------ NOTES R=25'MIN. _....----' INST/\LL DRIVEWAY ClJLVERTIF THERE IS ,4, ROADSIDE DITCH F'RESl::NT, AS PEJ'. CITY ROAD STANDARDS GEOTEXTILE 12" MIN. TIIICKNESS ----.____ t ~. \ \ DRIVEWAY5 SHAU. BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLATION OF THE CON::iTRUCTION ENTRANCE 10 AVOID DAMAGING OF THE ROADWAY If 18 HEc.;OMMOIDE:D Tl !AT Tl IE ENm/\NCE IJ.E CRCWNED SOlflAT RUNOFF ORA1NS OFF THE PAO ~,~·//\ ' ,s /",. \,)'> •, . ....._______,. PROVIDi: FULL V,1DTH OF \, INGRESS/EGRESS A.G:EA 1. CONDITION OF USE 1. 1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200PS1 MIN. GR.A,llFNSILE ELONGATION 1,11,STM D/16::12) l!/il Mo\X. MULLEN BURST STRENGTH I.ASTM 03786-SOA I 400PS1 MIN, AOS (ASTM 047511 20-45/U,S. ST/\NDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUC noN ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. 3,2, 3.3. 3.4. 3.5. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED OITTO PAVEMENT THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED HOCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMEITT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SMALL NOT BE CLEANED BY WASHING DOWN THE STREET EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IJ; IT NECESSARY TO WASH THE STREETS, A. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN SE CONTROl-l..EQ AND DISCHARGED APPROPRIATELY. ANY QUARRY $PALLS THAI ARE LOOSENED FROM THC PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTHUCTION ENTRANCE(S) FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. ' ,. ""· OR."'.!Nfo.5~ GRA:E. , \ M --\ GRATEFRAME--..... , ~~'\'0'-.'-)'-~ -.l,I' • I l ! n{ . "[ \, r · .. I' \' -{.,./Fl''I • 1 I ~ ' ~ t· '>1. \ /~• . ;I -~OVERFiGWBYPASS. ----~·-:·_''~ '·-'~i,rtf~l , '•;-';:·f ,SlDW ,NLeTGRATeOSV~e /\ , ,I \/ i i \ : FILTERED l ','/ATER . ' .~. ' ,. ... ~ ., -·--------------- S.ECTDN V!El'l ISOMETIUC Vl!;;W NOTES 1. S12e the Below lnlel Grate D@vlr::ll' \Bl GO-) fQr 1~~ 'tl;Qf1:1 v@ter :1:11Jc:ure it;,vlll sef\!fre. 2. Th& 51{:i D Wall ha'a'o a tmlll-ln hl11h-tow rnne1 syc:.tem {o•,·aH'low bypass-). 4. Psrfmm msinl.snBnae in aGCOTdance with Sle'"l:JB·d Specif-taf(ln B--01,3('di) . rl:l:.!E{Jl:VAI.. SYO 11:.M [l'l'J-',) STD. PLAN -215.10 l'UlJLJC WQHKS DEPARTMENT CATCH BASIN FIii. TEIR' STD. PLAN -216.30 PUDLIC WORKS DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE FILTER FABRIC FENCE INSTALLATION NOTES 1, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPL YING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MARCH 2008 EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIGN ENGINEER. ' 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITIEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES . 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING. NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' 50' 8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE }!ARCH 20\lfl TEMPORARY •v• NOT TO SCALE CONSTRUCTION SITE. ,--------------r------------1 CALL BEFORE YOU DIG: 1-800-424-5555 REca.tAEN:JED FOR APPROVAL BY _______ _ BY~------ BY ______ _ CH:CKED FOR COLf'l.lANCE TO CITY STANDARDS --------------Dote ______ _ --------------Dote ______ _ Dote ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX 04/22/2015 CONTACT: DAN BALMELLI ,, _IL 111 ITT r. APR 2 7 2015 er· CITY OF RENTON . ·''•'\J .-> ~ DEPARTMENT OF PUBLIC WORKS T.E.S.C. NOTES AND DETAILS MARRIOTT RESIDENCE INN [)ESIGl'EI) AS 08/27/2014 DATE FLE NO. DRAWN MB CHECKED AS SCALE NLA FB..DBOOK PAGE_ APPAOVED SHEET C11 11 DIRECTOR ~ PUBLIC WORKS OF .hl 0 " (/) (j z CD 0 '"') w (j ai I- I- I- I- I (/) (/) I a.. a.. a.. 0 " a " z 0 0 0 w ~ I 9 ~ 0 z I 0 " 0 B " a -a. ., Cl r< ~~~ -o aw• zo :::j O 8 '"< wa ~z~ •, 8 • ~ " 0 a 0 ' < 0:: a. a. <( Lu ~ >-m z 0 in > w 0:: 0 z li=6"09'42" R= 1544.70'-14-/.-f; L=156.~ 'ASEMENT )06001807 I • I .. ' Ii •. ' . ·. I I I '0 \ \ CALL BEFORE YOU DIG: 1-800-424-5555 1', :'~ : i " J / ·, i ! ~ I I ' I ' ' ' I I I I TREE 1'=30' \ I RETENTION PLAN SYMBOL / TRE_No.XXX 0 ~ X P<OH) - TREE RElEKOON LEGEND DISCRIPTION EXISTING TREE CALL-OUT EXISTING DECIDUOUS TREE EXISTING TREE (NOT SURVEYED) CRITICAL AREA LIMIT EXISTING DEAD TREE REMARKS SEE THIS SHEET FOR SCHEDULE FROM SLOPE EXHIBIT DRAWINGS BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED 09/09/14 Tt~!llU>" -c 619 9Z9. ~i:t 622 62,3. 624 625 62.jj .. 621 620 629 53.0- _631_ "~' a~3: P~4 Tree ID 635 636 637 638 639 640 5·11 544 645 646 647 648 649 I -650 Tree ID 651 I 652 653 654 655 656 657 658 659 660 651 662 653 664 665 'free 10 666 667 668 ., B -·-"""'" s~.i!i!~.tJfit N~'rfi.;: c;_i;,_i!liti9r:i N,iilrj~ Mer q,¢'.(foPft¥Ulim-. Biglea:f\'l'i?Ple . Ad:U' ,Pqi:ropfrif~t[{ft._ ijie.l~af maple · Act!t : ~Oci'ophJl!ium ijlgleaf m~,pte. Aw macra11twlit.im a1g1ef,innap1e:,- .· f;ce_r Bigle-af.rn_qpJ€l., :tnuc;,wlhY!/um )\(;,;( rugli.iiif miip.le {Ti_(Jt(Oph'yJlprp Alnil5rubfa Re.dalder A/l1tin®.ta R,.e:tj 1:1/i;IEir A~~f atgle~f ft)ai'.)l€c mat'(Qpliy/ium Acer BtgTe;i_af 6-taPh:: mqCfaPii-Yllvm Acer _mf!t:l"(.lp/lyllum Bigteaf r:n.~P,11;1 Arl;µt_tii m_enztesii Madr9na .. Aaw Bigf¢i:if (r:lapl¢ fflilcmphyllwi1 4i=;t( OJ~l~?.f Q'l?lP!e mg_ciap-hyllti(J'l Arm.dtUbrn · Red alder 61.ltk Pwi-!Wb¥$¢tmtfua '!P· tricbrmHp_a c:ottonwo.q'.d Scientific Name Common Name Acer macrophy/Jum Bigleaf maple Acer Bigleaf maple macrophyllum Ace-r Big\ecif maple macrophyl!um "'" Bigleaf maple macraphyJ/um Pr.,pu/u~ iJo~r;,Jmijeru Blad: Hp. tricnomrpa cottonwood Pop.1!1J!i bU$a/mijero Black cottonwood 5sp. trk/:,ocr:,rpa Popu/1J5 ~r:,/mifi:ro Black :,f,p. tric'hOc:otpa cottonwood Pop1.1/11s basa/mifera Black 1»µ. tri,hor;a1pr:, cottonwood Popu/us ba!ia!mijl.!ra Black ssp. trichocatpa cottonwood Pop~/1,1s ba!i1,1/mifera Black ssp. trid10rnr1m cottonwood Popu/u:; ba5almif(!ra Black ,;sp. tricbor:orpu cottonwood """ Big!eaf maple mat:rophy//um Popli/1Js bosa/mifero Black ssp, trichoco{pa cottonwood Popu!11s bIDr;,lmifrrn Black ssp. trichocarpr1 cottonwood Scientific Name Common Name Popu/u5 /)050/m/jera Black ssp. !Iidwcurpa cottonwood POp(liLIS b(iSl11mljet/1 Black S!iJJ. lridw,urpa cottonwood. Popwlus bu,almif1cra Black S!ip. tr/chornrpa cottonwood Popu/us lxw,im/jero Black ssp. ltidl'Jrnrpa cottonwood Pop11/u~ basalmljera Black sw. trlchocarpa cottm1wood Popu/us br:,soimifera Black S!ip. trichowrpa cottonwood Acer mocropliy!lum Blgleaf maple Popu/us born/mi/em Black cottonwood ssp. tric/nxorpa Acee Bigleaf maple macropilyJ/um Acer Bigleaf maple macrophy!lum Ace, macrophyllum Bigleaf maple Acer macrophyllum Bigleaf m.iple Ace.r macrophy/lum Bigleaf maple Acee macrophyllum Bigl;:rnf maple Ace, Bigleaf maple /JWC(Ophy/lum Scientific Name Common Name Acer macmphyl/um Bigleaf maple Acer mr:icrophylfum Bigleaf maple Acff Bigleaf maple Populus lm5ofmifero Black s5p. trichawrµa cottonwood Popu/us bosa[mifcro Black Tabl ofTrees Site lotated E'as of Gene,Coulon Paik "l)s}t_-i<-Health -Stn.ict1,1rat ·pf1p.1iiie Laridrriark Pfoj)ljs_ed (inr,hes/ Condttlb:n Conc:titlon: Radlu.$~ (featJ ·Tr~e A¢on :1.7.7* p~~d J?Q.Qi'" 15 RemoVl"! · ··~ ·. 21S' ·G.o.oa: Fo;lr 1~ (N.otth) F.e:t:at_n ia,s.1: Gci9i;I Faif t7 Retain . -39* GO:o.tl .F.1i.r J5(North) Yes 'Retaln . 11.4~ Fali Foii' 12 {West)' fteblJri 20' Gocrd: .GOod 15 ·Retain . --·- 8.7 Good G_OOd 1~ (Westj R1::t<1in , .. , .. , 85 fair P,QOf 18{west)., ~~t!J.in .. .. 18" Fair P:oor 17 (So1.1tf1].. Retaiil' ii.4 Good G_Qp_d 1? Re~i.n ;J0.6"' Fair f'.oor 21 Yes ftetain 11.1 Good tlciod 3,,0 (South)" Retain: ·zo. IS9uthr 16.5 fafr f~rr Retain ··.io (l":lciith} 28.A.0 • Fair Poat '2-1 R(!tii_n 14.5 Fair Fait io;t f{emove . .. 32J!' G.o'Od ftiif 20 .. s -V.Ei~ ~e:tnQY~ DSH* Health Structural Drip line landmark Proposed (inches) Condition Condition Radius.,_ (feet) Tree Action 14* Fair Fair 12.5 Remove 13.4 Good Fair 15 (Northeast) Remove 26];,\ Fair Poor 23.5 (south) Remove 20.2.* Fo1ir Fair 18 Remove 45.5 Good Good 34.5 Yes Remove 46' Goad Fair 23 Yes Remove 46.3 Good Good 37.5 Yes Remove 29.2 Good Fair 44 (North) Remove 13_7 Fair Fair 38 [North) Remove 25.1 Good Fair 34.5 Remove 46.3 Good Good 40 Yes Remove 25.4" Good Fair 32.5 Remove 11.3 Good Fair 9 Remove 11 Good Good 9 Remove OSH* Health Structural Drip line Landmark Proposed {inches) Condttlon Condition RadlusA (feet) Tree Action 14.8 Good Good 16 Remove 9.6 Fair Fair 7 Remove 16 Good Good 20 Remove 23.5 Good Good 13 Remove 36.8 Good Good 19.5 Yes Remove 36.7 Good Good 23.5 Yes Remove 14' Fair Poor 22 Remove 52.3* Good Fair 25 Yes Remove 20.61' Poor Falr 19 Remove 19.4* Fair Fair 30 \North) Remove 15.9 Fillr Fair 33 (North) Remove 10.7 Fair Fair 7 Remove 15.8 Fait Poor 15 Remove 10.5 Fair Fair 14.5 Remove 19.8* Fair Poor 22 (South) Remove DSH* Health Structural Drip line Landmark Proposed (inches) Condition Condition RadiusA {feet) Tree Action 17• S.2 10 About 20" About Fair Fair Fair Good Poor 26.5 (South) Remove Poor 22 (South) Rsamo'Je Poor 15 Rema\Je Fair 33 (West) ~)p. tlic/iixarpa cottonwood 20" Good Good 31.5 (West) Date Of 1riveuti::n:y>419/i!l1S: rab!e ·prep~_ren:. 4/7i2015 NPtes. "Mult!'st€~f!!~d !rei~:--1cl-~, 12:5. Tr<i!e,~ \l1:ad, Gani;,d<;!rVN /lo,;!y.~en. ~MuitJ ::i.tj!fnrnOO tree:· 2.(1-; 4.5; 6_,5.'0ri"$l9p!l. ·.sn;)r~d r..,1no"P:i.wm-J tr!?es".ij;lsp,uth. ~Mu!t(·ilitiimed ti'ee;' J,6}r+ W,7. Ph<:ltl.lifopk:-lean to0 1wctfl,.S~rfJQ canuµy ,vltfl n~ar_b·~ tre.~ . :<Mi.11.~mlTlii_d tfi!it; !'5";L 17 .. )~,?, 1s:~,;~--~;1,~4, !\'.(.il:l!i.CN'l.zji:li.fr:i;lti_!)g' ,b9ijV~~~fl. Vllilbl.i decay at ba:S'f, Co-~ornJniio-r fofri1.' one trul")I<. dea,.t ~MLilti :ff~mrnedttel!:9;-4:6,'S;2. _•:MLJltl,stemll'll!q tree~ 12.7:115-,4. C-0-.domin~m:-f<1rm:r i!WU union, 5upprel.s..O,tr~a Ss!ppr~ecl lrat:1, PhQtp~o)li<;" lelin ~ci Wiiit._ .... . •_Mul_ti~rnme.d tree; !!:,2;-10,:12.&.ln>fl ~ inide ill' m.rtt.irewat!W.ipr~~~.-fro"IU Pr~iQ\.!i.flJafore: tree. S:har~:;,;::anopy y,ithJ1~.ilrb"y trees, louted on :tof) of :stoi;ie. ':tx\\11µ :.t~rnrry:~ct.tet; 17.4,Js,7,-1,1; -ll$}:. &l~!l;(.: ~temm_e~ tor(n·Wltfi.a fu\v.\ieatt"tfl)_n!l.s. kre~~di1~~i~ [,ultfflbo,;lier..;;~r, aL 6<1~~-Urg_oi=._tii,\S{li ~~und. -. · ~hotiigo~li: rean to•t1Je)Q1ith(·O!a"rniiti?r'fik~i,_b~j~;a' ~r_a11ch,t1tllO.n;. S_hdr"es·_ti~~~ "i,iittl _a 'dead r_~~der. P-:is's)bte' ba!;il:l d;ee;1.y. 'f Mutl;i ~tetjini~d-t~:·-J;6:!;-18-.&, 1f9.: 8~~a 1:,.;,r,;•iinif ,w[~ QeC:ijy •. ijai;:if WtA11rJi ·,;,im~\t;, ~ P:rwllfl& ~w. hiweviji1Jl~-$lg~s--· Qf'OO~Sil;le'd\'iG;V. --. .. . twi,iei:I tni.nkW!th llo\'ie:d form; Notes ~Multi stemmed tree: 12,7, 5.3. Lor:.ited on ~lcpc. Ba:se is loc.ited close to tree 634. Suppressed by tree 634_ Asymmetrical i:-dnopy. Trunk woll!lci with vi~ible decay. *Multi stemmed triac: 13.9, IB.l, 13.8. Recent soil i11Yestfg:;tjon W(lrk dons to the [~st (passibts root damage]. Multi-lli!mm@d tree with on.-trunk dead. Trunk wauld with visible dee a•·. ~M~ltl stemmed tr~: 9.3, 11.8, 13.S. . "'Multi >temmed tree: 40, 23. Co-domi11~nt furm with one leader a mag (mostly d.-ad, with e~itiencs of bird habitat]. Photo tropic l!!~n. Tfl!t! is Wppr.c;SSl!ci by 541. Photouopic lean. Tree is wppr.essed by 541 and 644. "M~lfi ~temmed "iree: 11.8, l ?..9, 18.4. t!Jd pink surveyor's tape tied to nall !n trunk. Phototrnpic 1-ean ta South. Phototrnp1c Jean to South. Notes Phototrup!c !ear.to south. Po,;,r ~eight to di~me~~r ratio. Undars\ory tr€e. *Multi ~temmad tree: 9.9, 8.9, 4.5. Co-damin-ant tree. Poor form du<! to supprns,ion from neorby tree.5. ~Multi ste,rnmed trc<!: 3.6,38, Co-dominant tree. Union h<1s included bark. •Multi stemmed tree: 12.2, 1.3.2., 10. Suppressed tree Had ,ma lier lea\les than other nearby maples. "Multi ~lemmed ti'<io.::U.9, 14.5. A~vmmetrical canopy. Shares canapy 'With tree; ta South. Asymmetrical canopy. Shares canopy with nl!arby treas to South. Locctad on ,!ope-hosJ--base . Bow form. lr<=e Is suppr<=s~ed. fmnk wound. Co--dominJnt furm. Good union. Bow form. Tree Is ,uppr .. ssed. "Multi .stemmed tree: 10, a, 12, 7, 6. Multiple branche1 I\Jo'i!d. N.irri,w au!lleuf atta(;hment One leader is Jeacl. Notes ~Mufti stemmed trl!e: 11.8, 12.3. Trunk wound. lre@ i> fomiecl from mature water sprouts. Bavi@d form. Tree i5 suppre~ed. Co"dominao.t fonn. One oftb., leaders is d@acl. Neighboring tree to E~st. Phototropic lean to west. Neighboring tree to E~st. *DSH (Diameter at Standard Height) is mea:;ured 4.5 feet above grode. RECOMMENDED FOR APPROVAL BY ______ _ BY~~~~~~ BY~~~~~~ CHECKED FOR COMPLIANCE TO CITY STANDARDS --------------Dote ______ _ --------------Dote ______ _ Dote STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARGIE I, KORVE CERTIFICATE NO. 1014 (VALID ONLY WJTH SIGNATURE) EXPIRES: 09/02/16 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI '~ 0 0 CITY OF RENTON APR 2 7 2015 DEPARTMENT OF PUBLIC -'1f; .s=>,F,!_K,ig:s .. cf,•i.J f...;~i1 '>.../1 .. _j,,,j DESIGNED DRAWN Cl£CKBj APPROVED TREE RETENTION'""'·;,""",, PLAN MARRIOlT RESIDENCE INN MIK MIK DAlE o3L3t/201s FILE NO. DKB SCALE 1"=30' FELD BOOK PAGE_ DIRECTOR OF PIJBUC \IIORKS SH:ET TR1 OF 1 -l" X ."' 0 " lf) () z m 0 ""') u.i 0 ai FND. CONG. MONUMENT W/ 1.5• BRASSIE AT Cl LI<. WASHINGTON BLVD. (VISITED ON 8/24/2014) I I I i ~ ~ z \ \ ' FND. OONC. MONUMENT~' W/ 1.5' BRASSIE AT Cl LI<. WASHINGTON BLVD. {VISITED ON 8/24/2014) t.=6'09'42" R=1544.70' L=166.12' ASPHALT EDGE R.R. WARNING --c:::::~~// LIGHT POLE SSMH-~'7""111:;/ RIM=35.51' CALC'D M.C. \ ·-N88'33'25"W 121.85' ~--- POWER POLE W/LUMINARE FND. 6" CONC. MONUMENT W/ 3' BRASS!£ & PUNCH MARKED "PSPL ELEV. = 28.70 PROP. COR." (MEASURED ELEVATION = 31.80') (VISITED ON 8/24/2014) _j Li . ,.· \. ;j ;~ II: ( ;~ J ·.-.tO. ""' . '<!:J. "-"' . . . II if'! .;, "", ' ' ' ' ' SLOPE OVER 40°/o ENCROACHMENT EXHIBIT C. D. HILLMAN'$ LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA TTL£ DIVISION N0.5 \ \ PROPERTY CORNERS SET PER RECORO OF SURVEY, VOL. 145, PG. 40, REC. NO. 20010511900012 N73'W 0.13' FROM CALC'D FND. CONC. MONUMENT W/ BRASS NAIL @ CL P. T. SUNSET BLVD./ NE PARK DR. VISITED ON 4-12-00 24" CULVERT I .. E SW=72.42' FND. 1 /2'REBAR & CAP 'HARSTAD LS#13731" N65'E 0.1 O' FROM CALC'D -'r-----P(OH) --- FND. 1 /2"REBAR & CAP 'HARSTAD LS#13731" N80"W 0. 11 ' FROM CALC'D I\ " " QC _40_B._J_4_ -E LN.,_s_.w_._v_4_. s1:e_. _5 __ _ N. LN., N.W. 1/4, SEC. 8 350+74.08 1-405 19+48.52 SUNSET BLVD. t----.... ~FND, CONG. MONUMENT W/ BRASS NAIL @ CL P.C. SUNSET BLVD./ NE PARK DR. VISITED ON 4-12-00 \ I \ CALC'D QUARTER CORNER 40"-----=,BO SCALE: 1"•40' BASIS OF BfARINGS: (NAO 83/91) NORTH 89'33'18" WEST, AS MEASURED BETWEEN CITY OF RENTON HORIZONTAL CONTROL MONUMENT NO'S 57 AND 71. VERTICAL DATUM: NAVO 88 VER'llCAL BENCHMARK: CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 57, BEING A FOUND CONCRETE MONUMENT IN CASE WITH A 3' BRASS DISK & "X', DN. 0.50' AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE ELEV.=326.43 US FEET DATES OF SURVEY: FJELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN AUGUST, 2014. All MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. II LEGEND (NOTE: NOT All SYMBOLS MAY APPEAR ON THE MAP) ~ LUMINARE (LUM.) (!g{:J YARD LIGHT I!] POWER METER -0-POWER POLE ~ JUNCTION BOX (AS NOTED) EB TELEPHONE MANHOLE D CATCH BASIN (CB) © STORM MANHOLE (SDMH) p SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) IQJ GAS METER ~ GAS VALVE ~,Q WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FOC) EB WATER MANHOLE Bl WATER METER T BLOW-OFF / />JRVAC .D.. SIGN MONITOR WELL (,m ""'"' rn,s sea,~_\, © c=a{> DIRECTIONAL ARROW s SURVEY MONUMENT (AS NOTED) + BENCHMARK +~ SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) -----e.>o=::i ___________ .......... 8 0 D FOUND LEAD/TACK & SURVEY CONTROL STATION ~ HANDICAP "• . " CONCRETE =·==·=z .. ·= GRAVEL/SAND {AS NOTED) '.:(}:lfi[rltJ{tffI:~ ASPHALT LL~ BUILDING LINE -x-CHAIN LINK FENCE -II-WOOD FENCE --0-BARBED WIRE FENCE ---0---HOGWIRE FENCE -W-WATER LINE -G-GAS LINE -T(XX)-OVERHEAD/UNDERGROUND TEL LINE -P(XX)-OVERHEAD/UNDERGROUND PWR. LINE ' -SD-STORM LINE Ii ' N'i7°28 2 (RADIAL) -SS-SEWER LINE \ "«> "' ,,; ';:; II !l Slopes Table Number Minimum Slope Maximum Slope 1 0.00% 15.00% ~ 2 15.00% 40.00% ~~~ J 40.00% TOTAL AREA [XXXX>1 OVER 40.00% 4 40.00% DISTURBED AREA '''''"""' OVER 40.00% TOTAL DISTURBED AREA OVER 40.00% = 3,115 S.F. TOTAL SLOPE AREA OVER 40.00% = 32,788 S.F. PERCENTAGE OF DISTURBED AREA OVER 40% = 9.50% PERCENTAGE OF UNDISTURBED AREA OVER 40% = 90.50% (ALL AREAS ARE CALCULATED FROM WITHIN SITE PROPERTY LINES) C :f " 0:: Q z ,c( oo LI.. 0 t-w w . (J) (J) :E ~ -m -'cf!. :c LL LL :=r,: 0 0 :> < 1- (J) o X 'lit 'lit -w --~ .,.. .... a:t-~~ (J) z wzw > w :c ~ 0 ::e I-1- LI.. LI.. oo ..: (J) > ,c( 1-w z U) w ::::, 0 0 C, C, a: z -:' ~ w :c CL (.) -+--~IO o<C ~ ....I -+--•en a: ~ (.) --+-• z Ww :c :c I-I- .l!l C Cl 0 z w LL LI.. Oo > l- (j ~ z cc w 65 z l-a. ~ ~ cc <( ll.. ~ w w cc w 3: 0 9~ ::::> 0 ll.. z i.:. LO U) if 0) ,... ] <Ii b C 0 0 ... u -~ It (/) • 0 :c ~1 [D ~t ::; .., ,, .. 1 C " ·? ., u e " .. .s::. Cl Cl '-' :r: 1-- ;:J 0 (/) X w ;:J i';: z WNNN ~ rrJ N CXJ 0 NI' Cl CXJ <O CXJ z m I I N ~~ r--~ I.() I.() NN I,() ... ...-... ........... ~ 1--I.() I.() NZNN CXJ w st st T-::::s;::: ............. ......_., o ,... i 0 ~ (? ~ _f -::::> w en 5 m 0 =e l!: ~ ~1 I ,, " > e " a. ~ ~ C Cl l/1 .w (.') (.) z5 -0:: Zw s l/1 a..-' 0~ Zw ::5 :::; z •O (.') 0:: z--> 0:: z ljW z . -(.') (.') z z-w G:i -' i£: ~ ::, (.) l/1 ~tl ¢·otv,. .s, <$, :,'b ,i>\)) ~ ,c(' Cl z X w \ " ~ "- bo-e ~v ¢ co"°~ ·~-~p_fr".f) ._,: L,,',J APR 2 7 2015 .. "q" ,... " .D E (0 ~ " " ~ " 0 z ti .D 0 ,... ~ ,... cnv "-' "' ~ X ..J « "' ::, 0 a, :::, -~ II ' ~ ~ 0 '-' (f) :;l' <XJ 0 0 "' ~ 0 "' ' r-- $ <Ii E t::. "' ~ 0 0 O' ., 'O w != (/) :r: != "' ..,. "' X "' N I "' "' " I ~ 0 0 <.> C T "' .Q :c X w "' 0. 0 i7i "' "' (f) ..,. "' "' "' 2 ;e L X "' / ..,. "' "' "' / m 0 0 0 "' -/ a: iii G: I- I-- I- I- I (/) (/) I a.. a.. a.. 0 '-' 0 z rn ,i ,c w "' X w :, ~ z w ~ C: ~ 0 (fl ~ (.) ~ ..... ~3:6 z ~ffl a: a:<( W<C ~ o..3= w~J 3= W..J l:i:i ~ w C, 05 i(~m 0 z lO in O> ..... > "" ~~~ -a aw• zO "OO 5 >-':cl Wo >-z L:l < "= j " " 8 ~ " ~ 8 • • " ~ 0 0 m a:: ~ '<'. a. 0 a. <( "' ... --w ' ' ':.: "' ... $ ~ 0 "' 0 - '<'. U) >- :i ::; £D <( z 0 i7i """ ~ :iii g a:: a:: u.J a. ::; a:: m 0 :::, "-U) u.J ~ :::, u.J U) U) !!l "' -ci z f5 ~ y 1"=30'-0" 0 15 30 60 I i' !y ·• f __ , I .. f •. ·. I •• ~ . ' ' . ' Q I \ \\ ~ '{;, CALL BEFORE YOU DIG: 1-800-424-5555 PRELIMINARY LANDSCAPE PLAN -LEVEL 1 AND LEGEND I I I \ FECOMLEf'OED FOR APPROVAL BY _____ _ BY _____ _ BY _____ _ CHECKED FOR COMPLIANCE TO CITY STAl'OAADS -----------Date----- -----------Date ____ _ Date LANDSCAPE PLANT MATERIAL LEGEND SIZE· SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING TREES: 6 * AMELJ\NCHIER GRANDIFLORA 'AUTUMN BRILLIANCE' / 2" CAL. AUTUMN BRILLIANCE SERVICEBERRY B & B 0 H* 0 CORNUS KOUSA / KOUSA DOGWOOD GLEDITSIA TRIACANTHOS 'TRUESHADE' / TRUESHAOE HONEY LOCUST MALUS 'JARMIN PP 14337 / MARILEE CRABAPPLE (FRUITLESS) PSEUDOTSUGA MENZIESH / DOUGLAS FIR (6 ARE REPLJ\CEMENT TREES) STEWARTIA MONAOELPHA / TALL STEWARTIA 1.75" CAL. B & B 1.75" CAL. B & B 1" CAL. B & B 6' -7' HT. B & B 1.75" CAL. B&B 25' o.c. AS SHOWN AS SHOWN 15' o.c. AS SHOWN AS SHOWN QUANTITY 10 10 2 12 5 2 REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED/MULTI-TRUNK STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED, UN-CUT LEADER, VERTICAL FORM STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN-CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED, UN-CUT LEADER, SYMMETRICAL • H* THUJA PLICATA 'EXCELSA' / WESTERN RED CEDAR 4' -5' HT. B & B AS SHOWN 13 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN-CUT LEADER RC STATE OF WASHINGTON REGISTERED NDSC~:t.A HITECT MARGIE I. KORVE RTIFICA TE NO. 1014 (VALID ONLY WITH SIGNATURE) EXPIRES: 09/02/16 0 EXISTING TREE SHRUBS: Iii ® © '* 0 0 # • '* 0 (l) ** CALAMAGROSITS ACUTIFLORA 'KARL FORESTER' / KARL FORESTER FEATHER REED GRASS CISTUS PURUREUS / ORCHID ROCKROSE CORNUS STOLONIFERA 'KELSEY!' / DWARF RED-OSIER DOGWOOD ERICA CARNEA 'SPRINGWOOD' / SPRINGWOOD WHITE WINTER HEATH HEMEROCALLIS X 'BONANZA' / BONANZA DWARF DAYLILY HOLODISCUS DISCOLOR / OCEAN SPRAY LEUCOTHOE WAL TERI 'SCARLETTA' / SCARLETTA DROOPING LEUCOTHOE MAHONIA AQUIFOLIUM / OREGON GRAPE 0 ** MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE ® • 0 ® (!) 0 © • ,,, ''"'" '' "" """ "" '"'" "' '''' "' '' ''" '" '"'' ' ** MAHONIA REPENS/ CREEPING MAHONIA ** MYRICA CALIFORNICA / OREGON MYRTLE H * * * H NANDINA DOMESTICA 'SIENNA SUNRISE' / SIENNA SUNRISE HEAVENLY BAMBOO POLYSTICHUM MUNITUM / WESTERN SWORD FERN RHODODENDRON 'ELIZABETH' / NO COMMON NAME RISES SANGUINEUM / RED FLOWERING CURRANT THWA OCCIDENTALIS 'EMERALD GREEN' / EMERALD GREEN ARBORVITAE ** VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY VINES: PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY GROUNDCOVERS: # AJUGA REPTANS 'MULTICOLOR' / MULTICOLOR CARPET BUGLE ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY' / CORAL BEAUTY COTONEASTER HAKONECHLOA MACRA 'AUREOLJ\' / JAPANESE FOREST GRASS 6 LAVANOULJ\ ANGUSTIFOLIA 'ALBA' / WHITE ENGLISH LAVENDER L YSIMACHIA MUMMULJ\RIA 'AUREA' / CREEPING JENNY PHORMIUM TENAX 'Pll\TT'S BLACK' / Pll\TT'S Bll\CK NEW ZEALJ\ND FLAX RUBUS CALYCINOIDES / EVERGREEN BRAMBLE STACHYS BYZANTINA / LAMB'S EARS GROUNDCOVER/ll\WN EDGE 2 GALLON 2 GALLON 2 GALLON 1 GALLON 2 GALLON 21· -24" 21· -24" 21· -24" 21" -24" 12" -18" 2 GALLON 21· -24" 18" -21" 2 GALLON 2 GALLON 21· -24" 21" -24" 4' -5' HT. 18" -21· 1 GALLON 4" POT 4" POT 4" POT 4" POT 4" POT 4" POT 4" POT 1 GALLON 4" POT .3' o.c. 3' O.C. 3' o.c. 2' o.c. 2.5' o.c. 6' o.c. 6' o.c. 6' o.c. 4' O.C. 2.5' o.c. 6' o.c. .3' o.c. 2· o.c. 4' o.c. 6' o.c. 32" o.c. 4' o.c. 15 40 15 91 29 77 9 13 16 15 54 28 21 46 37 12 53 3 AS SHOWN 40 12" O.C. AS REQ'D 12" o.c. AS REQ'D 12" o.c. AS REQ'D 12" o.c. AS REQ'D 18" O.C. AS REQ'D 18" o.c. AS REQ'D 18" o.c. AS REQ'D 36" o.c. AS REQ'D 18" o.c. AS REQ'D TO REMAIN SAVE AND PROTECT FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, 3 CANES MINIMUM FULL AND BUSHY, 3 CANES MINIMUM FULL AND BUSHY, 3 CANES MINIMUM FULL AND BUSHY FULL AND BUSHY, 3 CANES MINIMUM FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL ANO BUSHY FULL AND TRAILING, LEAN STAKE ON WALL HOLD 6" FROM BORDERS, FULL AND BUSHY HOLD 12" FROM BORDERS, SHRUBS, ANO TREES HOLD 16" FROM BORDERS, SHRUBS, AND TREES HOLD 6" FROM BORDERS, FULL AND BUSHY HOLD 6" FROM BORDERS, FULL AND BUSHY HOLD 9" FROM BORDERS, FULL AND BUSHY HOLD 4" FROM BORDERS, FULL AND BUSHY HOLD 24" FROM BORDERS, SHRUBS, AND TREES HOLD 4" FROM BORDERS, FULL AND BUSHY SHOVEL-CUT TRANSITION NOTE: Pll\NT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT SYMBOLS SHOWN ON PLAN(S) SUPERSEDES Pll\NT QUANTITIES NOTED IN LEGEND. f(~::·::-:'\''."]) * INDICATES NORTHWEST NATIVE PLANT MATERIAL H INDICATES DROUGHT TOLERANT Pll\NT MATERIAL ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI APR 2 7 2015 CITY OF RENTON c:w, DEPARTMENT OF PUBLIC vii0Rks•:::cM PRELIMINARY LANDSCAPE PLAN -LEVEL 1 MARRIOTT RESIDENCE INN DESOED MIK 031'.Jl,"2015 DAlE ALE NO. DAAIIIN MIK CHECKED AS SCALE 1"=30'-o" RELDBOOK AfPflOVED SIEET L1 OF DIRECTOR OF PUBLIC WORKS PAGE_ 2 " 0 " (/) ::,; (L () z CD 0 "'") w 0 CD I- I- I- I- I ~ (/} (/} I a.. a.. a.. 0 u .... <O "' "' ~ 0 z rn 'l ~ m ~ ~ 0 C " w ~ X £ 0 (¥) ~ () ~ .... z 3:,: 5 z ~m cc cc<( ~ a: 3:,: ~~J W...J tu~ w 0~ CJ~O :::> CD a.. 0 z I() lO ~ -a. "' Cl ~z IJ) .:I. Oo ~ 0 ~~ ~ ,!,? ~z j'j ::, -~ a. u~ " "' .s ;g I ::, Ill " "' C ·c: I C 0 a:: ii ~~ ~i o- I~ z .:J.:J !};5 Oz "o ~~ " 0 I c • ~ ~ ~ I 0 u ID V) "" <( 0 '° ... ' -' IN ... ~ ~ c!i IN - "' V) :i ::; <( ~ B I ~ a ~ 0 " " ~ 0:: a. a. <( w ~ >-Ill z 0 vi t: ....I ~ ::; <( ~ a:: >-~ w >- IL ;i a:: m 0:::, "-V) w ct :::, w V) V) !!! ~ I~ SM I 1"=20'-0" 0 I I \/ ~ \ I I \ \ t. .. ·-"' I I I I I I I \ CALL BEFORE YOU DIG= IN -~ 1-800-424-5555 \ I I ~\ ' PRELIMINARY LANDSCAPE PLAN -2ND FLOOR RECOMMEtOED FOR APPROVAL BY~~~~ BY~~~~ BY ___ _ CHECKED FOR COMPLIANCE TO CITY STAl'CIAADS _______ Dote __ _ Dote STATE OF WASHINGTON REGISTERED LANDSCAPE A HITECT ARGIE I. KORVE RTIFICATE NO. 1014 (VALID ONLY WITH SIGNATURE) EXPIRES: 09/02/16 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI "' 0 0 ,,·7-:-., ........ , ,·~··:,1''1'1 "·-. --.. .-• ,,..,.J APR 2 7 2015 DEPARTMENT OF PUBLIC WORKS PRELIMINARY LANDSCAPE PLAN -2ND FLOOR MARRIOTT RESIDENCE INN DESIQNED MIK 03<".31/2015 DATE FL.ENO. DRAWN MIK CHECKED AS SCALE 1 "=20· -o" FB.DBOOK APf'RO',E) SHEET L2 OF DIRECTOR OF PUBLIC WORKS PAGE_ 2 II () z CD 0 ""') w 0 a:i - I I I I I I ~I I I . -/--1-/l L':.=6·09' 42" / / R= 1 544. 70 '-;------H+-_../..Jj~ L=166 ~ I . IL '\ I . I )1 -0- ' ' ' ' ~ ~ITE PLAN I -30'-0" IF THESE SHEETS ARE NOT 24" X 36" THE N DRAWi NC IS NOTTO SCALE. Project Data Zoning: UC-N2 Parcel No: Legal Description: 334450-0006 & HILLMANS LK 082305-9056 EDEN# 5 312 ~ GARDEN OF 235 Ff LESS CO HRU 315 LESS NLY RD LESS ST HWY N 200 FfOF CASTLE BR p ~E~ LY BET NEW WITH & 100 Ff EO R/W & LN PLL CTR LN OF LAKE ~EAS AT R/A TO R/W LESS ST BR OF p C CO TO KENNYDA~:2-A RENTON 1 /4 STR 8-23-5 S POR IN NE Lot Area 124,691 SF (85725 + 38966) Construction Type Type I and Type IIIA Parking Standard Stalls (Indoor)· Co · moact Stalls Ond oor)· HC Stalls !Ind . Standard Stalls (Outdoorl: Co oor)· mpact Stalls (0 d . -ut oor)· . -HC Stalls (Outdo : Total or). Stalls Provided: Room Count 2nd Floor 3rd Floor 4th Floor 5th Floor Total Floor Area Structured P k. ar mg Ground Level Upper Floors Total Condif Space ioned 38 48 2 44 1 I 4 147 35 37 37 37 146 44,500 SF 10,850 SF 88,120 SF 98, 970 SF 8 , 4" -xl 6'-0" 7' 6" -xl 3'-0" 9 , O" -xl6'-0" 9 , O" -xl9'-0" 8 , 6" -xl 6'-0" 9' -O"x 19' -0" 3833 r--- REGISTERED ARCHITECT "' -~ @ -rt-t-l-L I DRAWN BY· CHECK:~---~YH~,!:G~CJ Kl NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 J 1· !~!?!~n Fey 7730 LEA~& Pl.ANNING REDMON WAY NE TEJ.,425 D. WA98052 Ln r=====-=== .. = ... = .... ~ .. ~·~=~ ... =·==~ r- 0 N • N N • v I ~ ~ -0::: ~ 0::: co <C ~ ~ z :::a,. >~~ G:i .c £il ~ -z zo, > Oz UJ ~ t;~ 0::: z lJ Z UJ :i:Z u ~-:5 z ~~ Q. UJ LU~ C ~. UJ -:3z I-Vl 0~ -UJ oz V) 0::: :: ~ SHEET: A2.0 z :5 0.. LU 1--V) l'>i(: 11:.:. C[: !VE 0 APR 2 7 2015 CITY 0¥ rir,~r,.r • PlA1lNIN0 0·1; ' J,.j Of: l!SION SHEETS PROPERTY LINE 30' -0' SETBACK ~' - 75'-0" PROPERTY LINE I /"' J --.-. ~ I~ ~!( I I _ ... --1,--------~· -. . . PROPOSED HAMPTON INN ... -,I I -------~iJ:-2 ,C/,'· ~·-:C;;·· - ! SECTION A-A :THROUGH LAKE WASHINGTON BLVD. AND ENTRY DRIVEWAY (Not to Scale) ~ T.O. RIDGE BEYOND SECTION B-B : THROUGH GARAGE, PARKING RAMP AND PEDESTRIAN WALKWAY (Not to Scale) CJ i ~ ' ' \ \ \\\\\\ I \,) \ '\\\\\\ \ \\ ,\\1\\ \ \\•~' \ -,......._--~\ __ 11\\ \ \ \ \ r1(\ \\ \\ I \ \ ~ \ I \\\ \ \ \ \\ \\ \ I \\\\\ \ l. \ \ \\\\\\ '1 \ '11,\\i . \ \ \ i I \ \ \ '1 \ I \ ' I Ln ,.... 0 N • N N • v I ..J ~ -~ co ::::> V, a5 -~ c=:: z SITE PLAN INDICATING SECTION LOCATIONS (Not to Scale) :3 c.. LIJ I--V, REC EI VE D APR 2 7 20 15 z w i -iii ~ ~ f.: ~ ; ~ "' -~ 0 N --0 0 -.. i :Ii ~ I iii: ifi ~ ~ r! "' "' -0 N -"' "' -.. REGIS1£RED liRCHITECT - - @ DRAWNBV: YH,CC CHECK: KJ ' NOTES: 'CHECK PLOT PLOT DATE: 4/22{15 JOB NO: 4414 Jf Jensen Fey ARCHITECTURE & Pl.ANNING 7730 l.EARYWAY NE REDMOND, WA98052 ~4a.211S.0318. FiQ:425'2180379 ~ 0 -a:: a:: < ::E ~ ID > > ll"J .c ;..J 0 a:i 00 zO'I Z ~z z {,J~ -Z<., LI.I -z :I:_ u lnJ: z ;~ 1.1.1 w 3 C ~ - -:5~ en o 1--LI.I OZ a:: ,-w ,-a::: SHE£!": A4.0 V} z 0 -I-u LLJ V} LJ z -Cl ....I -:::> CCI C ITY 0 1' RE~HO l ,__ ______ ---1 PL AN NING DI V !SI O N OF: SHE£rS ' •. ' ---~--=-~--=::::---- ~~-~;:~~::---::-· ----:.-~~---~~~-=--=--;:----. -----· ----:;;==--::-:-:-:~--- !'•.? 'f<-"f' ;\-_,r;:~'{\}) ·,. ::,:.;~,--'\'.-';;/,:/' '.-'; '• ,, ·,( ::,;,{' :i: ;:/';:_ ·. ., '1, "h ··'.::::-.·.'f.·~_',-',.;;, / ~?'~·~~-. ,. ' "'. ;,\ ? ,_ ..• ,;,· t. '• -~··,•, " -"L -'<,~. :,t . . . ,;, ----:::.-------·- \ ,' \---------1 '='=...,,,·3\t.'. 1\ \ I , I "'\ \ 1----·--------\_ \ \ ------------- ~-------------------------- ----------~------... ~ ..... ------', ' ----------------~-....:~ -- I I /. I :~ ~::-------------- ---- -·,.: /-/'/ _,, . .,, ' ,, ti \\ \\ \\ 1\ \\ I ; , LI\ -0 N • N N • v -> w .0:::: z <( ....I a.. w I--V) RECEIVED APR 2 7 2015 C ITY O f R!:.NTO I PLAN NING 01v1s10i l i5 l:! ~ -! z ~ 0 I;: ~ ; ~ "' "' -~ 0 N --C 0 -... .. ~ :IE 3833 ..J g i'l!j => "' ! ~ z ~ ~ "' "' -0 N -N N -... REGIS1ERED ARCHl1ECT I @ DRAWN BY: YH,GC CHECK: KJ N<Jru: CHECK PLOT PI.OTDATE: 4/22/15 JOB NO: 4414 Jf Jensen Fey ARCHITECT\JRE & PLANNING 7730 LEAFn'WAY NE REDMOND , WA 98052 'TB.:4252180!18 FAX:425.2140329 ~ z z z Cu, >LIi ....10 mco zm gz og -zo L&J -z :I:_ u ~J: z 3:~ L&J LU:> C ~. -5~ V') 0 i,;.. L&J oz a::: = ~ SHEET: AS.O ' OF: SHEETS -V'l lJ z -c::: UJ 0 z UJ c::: 1-u UJ 0 c::: a. -------------- ------·--·· ---------- ----------------------------.-,--,~ ------ ----------- --------------------------- ------------ ------ ------------------ .i:: ., ,;; --------1-·---------- --------_____ _I__ - --------------------:;-T ----1_ ---------------------·-----·--- ----1 ·--·---L_ ---------------- -·-----r-------- --------- --- -------- .--------------·--------- ··-----~--- -- ----- ----------------- . ' • . I ' ' ,·.;,:, 1B '\ ~-+-- -' I \ ' \ .--\--\ ----------r -I ---'I'""--\ \ ----\ \ ~---- Ln -0 N • N N • v -~ 0:::: z :5 D.. LLI I--V') RECEIVE D APR 2 7 2015 C ITY OF RENTO N PL AN NING DIVISION 3833 ffi ..J "' ~ bl ~ I -15 ! iii ~ ~ ii: ! ~ ii! ~ ~ ~ "' "' --~ 0 0 N N ---N Q 0 N --,t ,t i :I DRAWN BY: CHECK: NOTIS: PLOT DATE: JOB NO: II\ -0 N REG1Sl£REO ARCHITECT ' - '-- YH,GC l(J CHECK PLOT 4/22/15 4414 J f' Jensen Fey ARCHITECTURE •& PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 lB.!47'6218CJa'l8 ~42521fFOTZP ·>-.c N V') lJ z -0:::: z z OF: ' SHEET: AS.1 SHEETS UJ Cl z UJ 0:::: 1-u UJ 0 0:::: 0.. 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 RECESSED CAN LIGHTS ABOVE DRIVEWAY WALL SCONCES NEAR REAR ENTRY BOLLARD LIGHTS ALONG PEDESTRIAN WALKWAY I I i l--i.---, I \ I \ I \ I STAMPED CONCRETE \ I \ 8 I \ I BOLLARD WALKWAY LIGHTING Bl-DIRECTIONAL WALL SCONCE CEILING-MOUNTED RECESSED CAN LIGHT \ WALL SCONCES ALONG GROUND LEVEL RECESSED CAN LIGHTS ABOVE PATIO WALL SCONCES ALONGSIDE TRELLISES J i ): :-!----... -- ~ r ,-u:dL ... ----,_ . I I : --I ' E1: LAKE WASHINGTON BLVD ELEVATION SCALE: 1 /32" = 1 '-0" E2: NORTH ELEVATION SCALE: 1 /32" = 1 '-0" E3: EAST ELEVATION SCALE: 1 /32" = 1'-0" Ln -0 N • N N • V I ...J ~ -::;: co ::::> V, a5 -> LU a:: z ~ c.. LU I--V, RECEIVE D APR 2 7 201 5 3833 ! ~ i -~ ! I ~ i's I ! ! ~ ~ "' "' --~ 0 c:, N N ---"' 0 0 "' --• • I 1lEGIS1ERED AROilTECT ' -- "' -0 ... @ DRAWN BY: YH,GC CHECK: Kl NOTES: CHECK PLOT Pl.OTDATE: 4/22/15 JOB NO: 4414 .J f~ Jensen Fey ARCHITECTURE & Pl.ANNING 7730 L£ARYWAY NE REDMOND, WA 98052 -TB!4?f21ecms HX::42621eoaae I= 0 -a:: er::: <( :E ~ID > > ll'l .c ;.J 0 =co zm Z Oz z 1-Q -lJt- ZlJ LLJ -z :c_ u ~:c Z 3i LLJ LU C ~ - -:5~ v, cl- LLJ oz er::: ,-LU .... a:: SHEET: A6.0 -z <( ...J c.. L;) z -~ I L;) -...J C ITY 0 1' MlNT0 ',1------------1 PLA lmlNG OIV1$f()rJ OF: SHEET'S RECESSED CAN LIGHTS ABOVE N.W. BALCONIES I I , I I I I I , L _---+-, I \ BOLLARD WALKWAY LIGHTING I RECESSED CAN LIGHTS ABOVE S.W. BALCONIES WALL SCONCES ON 2nd FLOOR UNITS WALL SCONCES ABOVE PARKING DECK I \ \ \ \ \ L--------, I \ I \ I \ I \ Bl-DIRECTIONAL WALL SCONCE UILING-MOUNTED RECESSED CAN LIGH T WALL SCONCES ON 2nd FLOOR UNITS ___!-----··-------,6.,,,'----------------- i lt---+_._ -----+ i " ' ----·-------------------------------------------- E4: SOUTHEAST ELEVATION SCALE: 1 /32" = 1 '-0" ES: SOUTHWEST ELEVATION SCALE: 1 /32" = 1 '-0" -------------------------------------------------~,'..~" E6: SOUTH ELEVATION SCALE: 1 /32" = 1 '-0" Ln -0 N • N N • v ....I ~ - -~ 0::: z ~ Q. UJ I--V\ RECEIVED APR 'I nl ·,r,,5 \ -~ l u. C lTY Oii' RH,JTON PL ANM!NG mVi£!0N I - i5 ! f;: ~ ii! kl ~ 0 ... -~ 0 N --0 -.. "" I 3B33 ...----------, REGISlERED ARa-llTECT . g j iii ! ~ ~ t-- Ill -0 N -N N -.. t-- ' Ill -C, N DRA'iVN BY: YH,GC CHECK: Kl NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 JI~ Jensen Fey ARCHllEcnJRE & PLANNING 7730 LEAln' WAY NE REDMOND, WA 98052 TB!.4252180311 'F.Q:428.214.0329 ~ 0 -0::: D::: <( :E ~~ > > Ll"I .c ;..J 0 m ao N zm Z Oz Z z t;~ ....J<( -Zt, LI.I -z a.. :c_ u ~:c lJ z -3:~ z LI.I LU:> -C ~ -I--:5~ :c VI o I"-lJ ~ ~ifi ::i .... ,-t::111!: SHEET: A6. l OF: SHEETS I I I I I ' --?(i) r <J (J!) -- I ! ' i'' .' \ . I " ' I , \ \ ,."· I> p· ' . ' p ' I • I ' I ' 4 ' "' ' 4 • • 4 ' • I " " . '; I (_ • ' "' "'5 ~~ ' I I I I I I I I I I p I a ,I . ' , • ,I ~1 'i "' < < L , rl I '\. I , I \ " I I I I I \ \ • = 0 I -"t' "' LOBBY I I I I I I I BREAKFAST s ADMIN/ BOH I I \+-42.0' ,,___ -~~\ ~. \ I -~ \ \ \ ~ I MEETING STORAGE MEETING ROOM I I I I I ® \ \ \ \ \ \ sq--'--0 '--()'--0 I I I I I I \ \ \ a, Cf} \ \ 1 5 \ \ ) I I I I IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. ,-- 0 N • N N • v z 0 i= [l_ ii u (/) w 0 w ~ 0 "' 11' <( 2 3833 .--~~~ ~ REGISTERED 1,,,. 7 ARCHITECT ~t z w w _, "' <( ~ I= ' -w ::. "' "' Q. ::, -"' ii'i ~ :E :E "' "' z z :"i :"i Q. Q. w ~ !:: "' "' "' "' 0 0 N N ---N 0 N --... ... KUR R. J NSEN STATE O ASHINGTON .~ ~. ~. -··-. . .... . .. ··-· --···· ·-· ·-" -· . -·····- V, -0 N @ DRAWN BY: YH,GC CHECK: KJ NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 441 Jf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0JlS FAX: 425.216.0329 SHEET: A2. l 4 IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. I I I I I " \ \ . ' I I " I \ I \ \ " I I ' ' I I t\PR 2 7 2015 C i . ··-:., .. ''.ON , .. ·-. '.-,-•_.•·~-'" •c.,~::-.. ,w,.,,.,.,,,..·, "•''' ~-----.,--,;,~:,..,.~ 3833 ~ REGISTERED I ' / ) ARCHITECT ~~ 00.1\\..t:,J/.M.._, i5 UJ ..J "' < ~ r: ' -UJ :.: "' "' 0.. ::, -"' KUR R. J NSEN STATE ASHINGTON "' 0 N @ Ii----!!-.. !--L-.+-+-0--.!--,1..._ •• !--.1--.I-+-- If---~!-+-+-+--+-+-+-+--+-+-+-r-- DRAWN BY: YH,GC CHECK: KJ NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 OF: Jf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 A2.2 SHEETS ; :! ,' ] ,-; ·, ;; ; 'ij ; 'j !1 ., ., 11 !) ;] ' .I .,, Ji :i! ''. ,. '.j '· .:, ., " •' I I I I I I I I I I I I I I I I I I I L __ --(0 _, 0) .,, - I \ I \ I • ,,. '---------..___---,,..~~ ,,. ~ ,,. ..#''\~c#' ,,. ~-~ ~ ,,. -".>'-<? FITNESS ROOM GUEST LAUNDRY sruv1o ~ sruo1o ~ ELEC/ MECH 0 sruo10 ~ 5TU010 ~ 5TU010 ~ sruv10 ~ ,,. c. 3 I A'' "' ~ i13'~" ~ I , / IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. I I I I I I \ I -----, \_ ---~------ , I I \ I \ I \ I \ I , / , / , / __ HOTEL ROOM COUNT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 TOTAL 35 ROOMS 37 ROOMS 37 _ROOMS 37 ROOMS 146 ROOMS @ ~~~.~ND FLOOR PLAN C ii.PR 2 '/ ?.C15 Lt'\ ..... 0 N • N N • ~ -~ o::l ::> V') 25 -> UJ c::: z ::s a. UJ I--V') z 0 i= 0.. a' 0 <J) w 0 - w ~ 0 y: D:'. <( 2 3833 ~ REGISTERED I'/) ARCHITECT ~~ KUR R. J NSEN STATE ASHINGTON z UJ UJ -' "' g ~ ' UJ ::;: "' "' 0.. :::, -Vl ~ ~ ~ ~ "' "' ~ z ~ ~ ~ Vl Vl C--C--- "' "' --0 0 N N ---N ON --...... - 0 N @ DRAWN BY: YH,GC CHECK: KJ NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 OF: J f' Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 SHEET: A2.3 SHEETS z ::s a. c::: 0 0 _J LL. Cl z 0 u UJ V') I I I I I I I I I I I I I I I I I I L_ -- - I 0'-0" sruo10 ~- I \ I \ I • sruo,0 ---= 5TU010 ---= sruo10 ---= 5TU010 ---= 0 sruo10 ---= sruo,0 ---= sruo10 ---= sruo10 ---= ·" ' IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE . .,..,,..-......... -1 -I I ' I I I I I _____ __, L----\ ... ------ ; / ; / ; / ; ; / I I \ I \ I \ I \ I ; / ; / ; / ___ _ HOTEL ROOM COUNT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 TOTAL 35 ROOMS 37 ROOMS 37 ROOM$ 37 ROOMS 146 ROOMS @ J,.~.l~D FLOOR PLAN APR 2 '/ '/015 -··. :' l,Q • ' ,-- 0 N • N N • "1'" I ..J ~ -~ ca ::> Vl ~ -> UJ 0::: z :5 c.. UJ I--Vl z uJ uJ "' u Vl t uJ "' "--in z 5 0 uJ "' i= z ()_ °' :'.S 0 "- VJ uJ w t:: 0 Vl "' -0 w N t:c --0 0 -"" 'C (Y <( 2 3833 \"'--. REGISTERED 1,.,.. 7 ARCHITECT ~t ..J g ::. "' ::, VI in 5 uJ "' z :'.S "- uJ t:: Vl "' -0 N -N N -"" KUR R. J NSEN STA TE O SHINGTON """ '' 0 N @ DRAWN BY: YH,GC CHECK: KJ NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 JI' Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 ~ 0 -0::: 0::: <( ~ ~~ > > I.I"\ ..c ...Jo COoo Z°' Z Oz Z 1-Q lJ 1- -ZLJ 1, I -Z ..,. I_ U VlI <(Vl z s<e UJ UJ s 0 ~ ~ -:53 Vl O 1- UJ oz -~UJ II.I. ~ 0::: SHEET: A2.4 OF: SHEETS z :5 c.. 0::: 0 0 ..J u.. 0 0::: -I I- •. · · , ·,.,,,,,, ,p,· .. ,,,.l!!-t1V/'!P!\1',··,. ,· ,, I I I I I I I I I I I I I I I I I I I L --\ I \ I \ I • 5TUD/Q --= 5TUD10 --= //IX/11------!i!JIJDI sruo,0 --= sruo,o --= 5TUD10 --= 5TUD10 --= ELEC/ MECH 5TUD10 --= sruo,0 --= sruo10 --= sruo10 --= sruo10 --= sruo10 --= IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. I I I I \ I \ I \ I \ I \ I -----, L---. -------· ; / ; / ; / ; ; / I I \ I \ I \ I \ I ; / ; / ; / ____ _ HOTEL ROOM COUNT LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 TOTAL 35 ROOMS 37 ROOMS 37 ROOMS 37 ROOMS 146 ROOMS @ ~~1~RTH -FIFTH FLOOR PLAN R:";·".'.'t::.D APR 2, 'I 20\S )'~. ' Ln ,-- 0 N • N N • v I ...J ~ -~ ca ::> V'l 25 -> w ~ z :5 c_ w I--V'l z w w "' u '1 w g; -il'i z > 0 w "' i= z [L ::s n' u 0. {/) w w t: 0 Vl Vl -0 w N '::i --0 0 -.,. "' De'. <( 2 3833 ~ REGISTERED 11 ,.., 7 ARCHITECT ~t g :;; '° ::, Vl il'i > w "' z ::s 0. w I-;;; Vl 0 N -N N -.,. KUR R. J NSEN STATE O ASHINGTON 0 N @ DRAWN BY: YH,GC CHECK: KJ NOTES: CHECK PLOT PLOT DATE: 4/22/15 JOB NO: 4414 ~ Jf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 0 SHEET: A2.5 OF: SHEETS z :5 c_ ~ 0 0 ...J u.. I 1-u.. -u.. I I ~ ::> 0 u..