Loading...
HomeMy WebLinkAboutLarge FormatSJ08M DRAINAGE NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT). DRAINAGE PLAN FOUND 1" PLUGGED IP W/TACK IN MONUMENT CASE AT THE INTERSECTION OF 116TH AVE SE & SE 188TH ST 08/14/2009 MON (1) 116TH AVE SE 2. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. A PORTION OF THE SW 1 / 4, OF THE SW 1 / 4, SECTION 33, TOWNSHIP 23 N, RANGE 05 E, W.M. STA NS 0+00 3. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON OR OTHER GOVERNING AUTHORITY OR AGENCY AS MAY BE APPLICABLE. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. 5. STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: A. PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF MSHTO M 86, CLASS 2. 8. REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF MSHTO M 170. C. PVC PIPE SHALL CONFORM TO ASTM D 3034-73 SOR 35 FOR 4" THRU 15" DIAMETER PVC PIPE, ANO SHALL CONFORM TO ASTM F 679 FOR 18" THRU 27" DIAMETER PVC PIPE, WITH JOINTS ANO GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. 0. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.51, AND AWWA C 151, THICKNESS CLASS AS SHOWN ON THE PLANS. E. POLYETHYLENE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N-12 CONSTRUCTED PER WSDOT STANDARD SPECIFICATIONS 7-04. INSPECTION TO ENSURE COMPACTION AROUND THIS PIPE WILL BE MORE RIGOROUS THAN WHEN OTHER TYPES OF APPROVED STORM DRAIN PIPE ARE USED. 6. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 7. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 8. CALL UNDERGROUND LOCATE LINE 1-800-424-5555 MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. 9. STORM DRAIN PIPELINES SHALL BE INSTALLED TO THE FAR PROPERTY LINE(S) TO SERVE ADJACENT TRIBUTARY AREAS AS MAY BE WARRANTED. THEY SHALL BE APPROPRIATELY SIZED TO ACCOMMODATE FLOWS AS FURTHER 0+50 IDENTIFIED HEREIN. PIPES SHALL BE DESIGNED TO FACILITATE A MINIMUM 3 FEET/SECOND FLOW UNLESS OTHERWISE X. X X I X , I I ! I X I X il 11 X I\ X ' ' \ ()J X APPROVED BY THE CITY ENGINEER. gil I ;11 \ 10. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL ROOF DRAINS SHALL BE RIGID 6-INCH PVC OR LARGER CONFORMING TO ASTM D 3034, SOR 35. SUFFICIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEPP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER AND/OR ALTA CASCADE, INC. UPON COMPLETION OF THE WORK. 11. ALL BUILDING ROOF DRAIN DIRECTLY TO THE MAIN STORM SYSTEM. DOWN SPOUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE 6" MIN. AND CONNECTED DRAINAGE CONVEYANCE SYSTEM @ 0.5% MIN. SLOPE THROUGH AN UNDERGROUND PIPE FRAME AND VANliD OIIAT6 ONE'3 BAR HOOi" FOR 6"' TWO 113 SAR HOOPS FOR 12" RECTAMGULARADJUSTMENT SECTION PRECAST SASE SoCTION 1 TYPE 1 HO'IU 1. AS.AN ACCEPT MILE ALT!RN1.TE TO REBAR, WI~ MISHHAvrr+G A. MINIMUM ~PF' ll 12 SQUARE INCHES PER FOOT MAY sa USED, WIKE McSH sttAl.L NOT 1!11! PLACED lN WNOeKOIJTS. i: ~~w,.u. r!fi4i=~~Ju~8vr~ A 1.5~ MIN.itAUY GI¥' 1l'l!-~WALI. ANO THE OUlSlDE Of THS PlP.E. mER T}IS Pl INSTM,J.EQ, 11'.JLL 'flfE GAP 11,tTH JOINT UOR'TAA ltl ~RDAN(:Ei. Willi ~/\JIJ)Ml,D . .sf:~rto.\i 9,04.S. 3. THE MM!t,'IUM OEfTH f~ THE ~ GIWIE TO lHE PIPE !IINEffl' $'!AU. 81:~-. . ' . ~. fiWIIE~ GMT'E W..Y al: INST~ W'l'H F1)1Nat; ~ oft CMIT IHTC /\DJ1.1$1MSITT ~~QN, 5. THEPRECAST !AS!S!CTIONMAY HAVE/4.ROVffOEO,fLOOR:ANDThfEWW.S W.'VSl;S,LOl'EOAT A RATE.OF 1:24 OR STEEPER, · G, OPQ,IIN~ ~ 8E ~SUR~AT nfQ: TOP Qf' mi PRECASiT BASS seei10N. PIPE ALLOWANC!;S ........ PHMATERLI\L ..... ·-RE!NFORCED OR ,r Pi.AlH~ AU. METAl. lPlPE .. CF>$$P* ,r {rn>, Sf"iC, ~.29) sout)"""-PVC ' {SlU. SPEC. Q-05.12\1}) w PROFU WAI.I. f¥:. ... (SID . .sF'E(;. 9,06.1~)) * COAAlllJATm POL VETH'tll:~ !lTORM S~R l>JPE ~~~=e CATCH BAS~ CATCH BASIN TYP! 1 STANDARD Pl.All lM --H>n,ldJ.-. or,11-0, ADOPTED -. CITY OF RSNTON STANDARD PLANS i.M;f OATe: ll7121'200J ~p;,.,~e·BOti STORM DRAINAGE SCHEDULE ~~ I ref I X -~' 1 qi ~i,li C-3 NO SCALE 0 TYPE I CATCH BASIN PER DETAIL 1 /C-3 SCHEDULE OF STRUCTURES ID STATION INVERT ! TYPE IN/OUT RIM= 504.00 EW 6+37.49 12" CONC IE=501.97 (E) I TYPE I WITH CB1 I (14.75' RT) ' 12" CMP W IE=501.97 (S) VANED GRATE 12" CONC IE=501.97 (W) DETAIL/ PAGE I 1/C-3 @ 8" DIAMETER PVC PIPE @ BIO-SWALE PER DETAIL 2/C-3 © BIO-SWALE PER DETAIL 3/C-3 12" DIAMETER CONC PIPE CLASS IV MSHTO M 6" PVC ROOF DOWNSPOUT DRAIN \ RIM= 504.00 EW 5+06.01 , NEW 12" CONC IE=500.92 (E) CB2 (14.75' RT) NEW 1211 PVC IE=500.92 (S) NEW 12" CONC IE=500.92 (W) I ' I TYPE I WITH l VANED GRATE 1/C-3 ® © 0 © TRASH RACK PER DETAIL 6/C-6 (MIN 1 BAR) 6'L X 6'W X 1 'H RIP-RAP DISPERSION PAD NOTE: ADJUST RIP-RAP PAD DIMENSIONS AS NECESSARY TO FIT WITHIN EXISTING DITCH WIDTH. / / / 1+00 / ./ /' 1+50,,,; if P.,Cl / / .,,__ / C, ~ X " a \ " NOTE: 2 SOUTH BIO-SWALE C-3 NO SCALE BIO-SWALE GRASS SEED MIX 75-80% TALL OR MEADOW FESCUE 10-15% SEASIDE 'CREEPING BENTGRASS . OR COLO.NIAL BENTGRASS i 5-10% REDTOP , -. ' NOTE: GRASS SHALL BE MAINTAINED TO HAVE A PERMANENT HEIGHT OF BETWEEN 4" -6" BIO-SWALE TOPSOIL MIX 50-80% SANDY LOAM 10-20% CLAY 10-20% COMPOSTED ORGANIC MATIER (EXCLUDING ANIMAL WASTE) SCALE 1 " -20 FT. 0 UNIT OF MEASUREMENT IN US FEET / / I \ 3 C-3 VEGETATED SURFACE TREATMENT AREA NORTH NO SCALE J; MIN FREEBOARD RECOMMENDED PLANTING QUANTITIES FOR HYDROSEEDING FOR BROADCAST SEEDING 5 LB GRASS SEED MIX 5 LB GRASS SEED MIX / I' I ~ § I 4+5 I I 1---1--rlrl 30' 11----1 --+-30' ~ I I C, 0 I CB2 I 5+00 { ·1 I t EX.12" CONC 'i ,36. F @ 1.1 % • I ~ rUT !SOUTH END -i------+-----1+L--I 0 i > DITCH 7+00 j CALL 48 HOURS : BEFORE YOU DIG 11-800-424-5555 ' 7 LB 10-20-20 (N-P-K) FERTILIZER 7 LB 10-20-20 (N-P-K) FERTILIZER 50 LB WOOD CELLULOSE FIBER MULCH 70 LB WOOD CELLULOSE FIBER MULCH I u 0:::: :) I u X 0 I-00 z 0 (/) It) <( ~ 0 _J 0 00 o_ O> I 00 i -w I- 0:::: IJJ . ('.) (/) z <( 0 -~ z IO z -(0 IJJ <( .... ~ (f) -ct:: <( 0 L 0 I I- • I- (f) z :;t 0 0 w J: fi! ....I ~ <n ~~ ~~ ~ i Ii u: 0 ~ g 0 a.. ~ N :so: '-GI 1/l < .. il ~ 1~ ~~ [ii 0 0 z 0 !';Iii i1~ 8u ;I $ g 0 .. '!;: 0 0 0 0 ~ 0 ~ "' "' 1 ' ;; " 0 ~ ~ z ::, ::, ::, ::, 0 8 0 " z z U1 g g ti Q > 0: "' "-"-w 0 0 0: ~ ~ ~ " " ffi ffi .. .. "' "' iil fil :, U1 U1 U1 i\l i\l t;; 0: 0: "' "' ~ 0 z ~ o'" E 0 (0 0 CX) CX) " (0 "' • I I "' 'Sf 'Sf " ~ co r.o 8 co co (/) ~~o "' "' " U'.l U'.l <l) NNo ~ ~~+-' .... C? <l) X >' C O >' __g 't---~ a. ~ C " 0 t') ;! '6 co ·c "' " ::. <( ~ .c ;;. 0 1: 0 -~ 0 Na. z 2 "0 0 :t:: >. ~ :, :, t') U') n. Cit Off:/ Pt,,• . enton mgo· (D 111isior, ~ ~ AE 2.8 2010 ~ I 0 "' 0 tli Ol g () ~~ " 0 UW'~@ " w z ~ a, \i' 'l X U1 "' ,---- I I 296,35' q <[ D Q'. IVl V) w u u <[ f- l_J <[ I 0... V) <[ :3 1w z 24.0' q <[ JD Q'. SE 188TH ST 60.0' PROPOSED PARK NG , LA 'v/N t:1 , - -·---,-----l 0... u ~ l.'.) z Y'. Q'. <[ 0... ' ( EXISTING CARPORT &::An' EXISTING 3-BEDROOM HOUSE --··---1 f----------·- i --l-.. ' EXISTING PA TIO ---, ~ -~ _J _J X <[ w :3 z LA'w'N <[ , ' 52 ------- I ) co (1j ) t:; l'-------=s'w'-.A"L"E----------dl -I 0 I ~ -------r / / / /L~n's5APE)l/A5E'A<JYP>/ / / -- o... / APPROVED CHURCH NE'w ASPHALT ACCESS ROAD -----1 54' GRAVEL/DIRT PROF OSED PAR ''ING f- Q'. -q '- _J w > <[ Cl:'. l.'.) I u f--q • FH w (/) @ w Wt; >z w <[ w V) 23.4 ~ (EXIST) l I • • I • r 1---------------164.8'---------------t~-........,,c----l/ N ' I -------. A. GENERAL PROJECT INFORMATION 1 . 2. 3. NAME OF PROJECT: ST. THOMAS ORTHODOX CHURCH II STREET ADDRESS: 11 651 SE 188TH ST, RENTON, WA 98058 PARCEL NO: 6198400020 4. PROJECT DESCRIPTION: EXPAND THE CHURCH BUILDING SIZE FROM 2,000 SQ FT TO 2,920 SQ FT NAME ADDRESS TELEPHONE 5. OWNER: ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST 253.946.2044 RENTON, WA 98058 6. AGENT: BABU K PARAYIL 2314 127TH AVE NE 425.558.0108 BELLEVUE, WA 98058 7. STRUCTURE: LEWIS ENGINEERING 19229 99TH SOUTH 253.520.4120 RENTON, WA 98055 8. CIVIL: ALTA CASCADE 310 N MERIDIAN, STE 200 253.864.6800 PUYALLUP, WA 98371 B. ZONING DESIGNATION./ENVIRONMENTAL REVIEW 1. ZONING DESIGNATION: COMMERCIAL, CONDITIONAL USE PERMIT, LUA08-102-CU-H 2. LOT AREA: 48,726 SQ FT 3. BUILDING AREA : 3,920 SQ FT 4. PARKING, TOTAL 32; 2 ADA, 8 COMPACT C. BUILDING INFORMATION 1. TYPE OF WORK -REMODEL 2. PROPOSED USE: CHURCH 3. OCCUPANCY GROUP -A-3 4. OCCUPANCY LOAD -90 5. BUILDING CODE: IBC 2006 6. TYPE OF CONSTRUCTION -V-B 7. ROOF LIVE LOAD (SNOW) -25 PSF 8. MAX WIND SPEED -85 MPH 9, SOIL BEARING PRUSSURE -2,000 PSF 10. CONCRETE F'c -2,500 PSI 11. SIESMIC ZONE -D LEGAL DESCRIPTION IMPERVIOUS SURFACES SEE DRAINAGE REPORT THE EAST HALF OF TRACT 1, BLOCK 1., NORTHWESTERN GARDEN TRACTS, DIVIOSION No 4 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. LEGENDS & ABBREVIATIONS ~ LIGHT POLE -$-FH FIRE HYDRANT o PP POWER POLE >< )( FENCE PROPERTY LINE D CB CATCHBASIN NOTE: 1. FRONTAGE IMPROVEMENTS TO INCLUDE SIDE WALK, PLANTER STRIP AND STORM CONVEYANCE. DESIGN SUBMITIED TO PUBLIC WORKS. 2. SEE THE TITLE DOCUMENT FOR EASEMENT INFORMATION. 30' EASEMENT IS GIVEN FOR WATER, DRIVEWAY, POWER AT THE EAST END OF THE PROPERTY. RECORDING NOS -3728997, 5054238, 5136743 1 "=20' 20 scale 0 20 40 feet DESIGNED: PARAYIL ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 City of Renton Planning Division 14Ak -3 1010 SCALE: 1"=20' DRAWN: PARAYIL 1-----------------------------1 DATE: 03/01/10 SHEET NO 2 PROPOSED SITE PLAN CHECKED: PARAYIL 28' 11'-0' 13'-0' t---16'-0'-----.--------40'-0"--------J ELEVATION -EAST SIDE (118TH AVE SE) ,_-------------70'-0'-------------------1 ELEVATION -SOUTH SIDE NOTE: BUILDING MATERIAL -STUCCO & w'DDD, TAN/BRD\v'N COLOR, COMPOSITE ROOF -BRD\v'N COLOR w'EST SIDE OF THE CHURCH FINISH TD BE STUCCO, ALL OTHER SIDES TD BE w'ODD SIDING, CONSTRUCTION DETAILS ARE GIVEN IN PROJECT NARRATIVE. 0 BB BB BB r---------40'-0'---------t---16'-0'---1 ELEVATION -\.JEST SIDE 28'-o· i--------------70'-0'-------------------, ELEVATION -NORTH SIDE (SE 188TH ST) 1/8'=1' ' ' --------~ 4 i 0 5 10 15 20 -1-------sea.le feet ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 ELEVATIONS , SCALE AS NOTED DATE 03/01/10 SHEET NO 5 j .................. ,. . I DITCH 296.35' I I tO.O' I ;:I( I ;:I( I 1 I I t I I f I ;:I( I ;:I( I 1 t I I f I ;:I( I ;:I( 20.0' "' <[ D 0,: "' "' w u u <[ 1-- ....J <[ :r: 0... "' <[ 3 w z SE 188TH ST 60.0' 1,,/r,1 ',/M ~ LP \J ---------•---- FH :::-:m-11, -----,< -,<--"?(--~ -~ ~-----No -FH 1,,/' \,/------~ ----..... ~---------/ S\,/ALE EXISTING CARPORT LA\,/N EXISTING 3-BEDRDDM HOUSE EXISTING PA TIO LA\./N S\,/ALE ~I I W' >I <[• I I I 1 MH MH I• 1-1---ss -------l===i===F~~-~---,---,,----,.~'!'==ic=f'cF.~-{ f--1 ml I I t I I f I t i ! I ! I I f I t --------- i ! I ! I I f I t ;I( --, I I I I PARKING CHURCH -------·-~----- ~ LP EM 0 ® GRAVEL/DIRT :r: 40' u I-- ~ "' 3 20.0 ss "' "' "' "' ® 23. "' "' ..----ll ..----l ~ I I v-- -'---~----------",, ---* --"*---)+--¥--~ -""*"" --*--,<-,<- >----------------164.8'---------------i-----.:---1l-/ N LEGENDS~ ABBREVIATIONS ~ LP LIGHT POLE + FH FIRE HYDRANT o PP PO\,/ER POLE >< )( FENCE PROPERTY LINE --SS ~ SANITARY SE\,/ER LINE --1,,/ --\,/ATER LINE --OH -OVERHEAD ELECTRIC LINE 1,,/M 1,,/ ATER METER GM GAS METER EM ELECTRICAL METER Q MH MANHOLE D CB CA TCHBASIN NOTES (D EXISTING OVERHEAD ELECTRICAL LINE @ SANITARY SE\,/ER CONNECTIONS, SODS CREEK TD PROVIDE DRA\,/INGS @) \,/ATER LINE AND FIRE HYDRANT LINE CONNECTION DRA\JINGS TD BE PROVIDED BY SOOS CREEK 1,,/ ATER DISTRICT DESIGNED: PARAYIL 20 0 20 40 1'=20' ------sec.le feet ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 SCALE: 1 "=20' DRAWN: PARAYIL f-----------------------------; DATE: 02/01/10 SHEET NO 8 UTILITY PLAN CHECKED: PARAYIL I SE 188TH ST 60.0' /----· ___ --ci_-_0_4 _______ --_-~-~-~~~-----.-:==-=:----------+-----------------------ti I ---------------I ----------------------- / DITCH r-1@-rl-7,_:--· ~=-~-~~-~,r-~~~~A.=IA~:@~~_/~ =~ ----,ii')-/---------11 --____,/\__ -' -----, --' s "ALE "< -I N ' l SCALE: 1 "=20' -0" r~__,,, I • >---' \DUMP_$l'ER, I~~~--==--~--~~w01L ___ _J::::===f1 fl '0 l !--.,/ --:/ '\ ~ .. / '"' //r -------_::-,-~' ---: f 10.0· 20.0' 0 1'--.J --so,,__ I 296.35' '~~DPDSED PARKING ///_----~-------~ -f lvl >---~'----,-...._-~-~-/-<, / LA'v/N ~(~-------0. : , / '.'j I ...._ / i I ', / , I I ~ I EXISTING CARPORT @ @ --'·:,(;----~-----~----, EXISTING 3-BEDRDDM HOUSE EXISTING PA TIO I ' I .~ I n I ::JJ -I I I I I I C' I I I I > I I (: -I i , @, I I l 0 "' w (/) w I, >~ <I~ ' w ::;:: w V) ::r:: ~ f--~ OJ ~ ~ 1---------------164.8'----------------t-----;;;:--V ~ fi..i\N1PMD i!l:U: 'r<O i1.H: IWCE TI£ IDTlt Cf IHE tflOOJD fil TREE INVENTORY ALL EXISTING TREES. AND SHRUBS TD REMAIN @ EVERGREEN TREE, EXISTING @ EVERGREEN SHRUB 4'-6' HIGH, EXISTING @ EMERALD GREEN ARBORVITAE, 12'-14' HIGH, EXISTING @ EVERGREEN PINE TREE, 6' TRUNK, EXISTING @ EVERGREEN PINE TREE, 12' TRUNK, EXISTING (D CHRISTMAS HOLLY PLANT, 12' HIGH, EXISTING @ EVERGREEN PLANT, EXISTING (8) APPLE PLANT, EXISTING NOTES @ 6' 'v/DDDEN FENCE, ALL OTHERS ARE CHAIN LINK 1 °=20' LANDSCAPING LANDSCAPING AREA, 'v/EST SIDE -2,800 SQ FT LANDSCAPING AREA, SOUTH SIDE -700 SQ FT LANDSCAPE ISLNADS, 2 LOCATION -300 SQ FT LANDSCAPE SURROUNDING THE CHURCH TD BE DONE AFTER THE EXPANSION APPROVAL ND IRRIGATION SYSTEM, PRDPERRTY MAINTENACE CONTRACTOR TD TAKE CARE DF GROUNDS AND LANDSCAPING, EVERGREEN SHRUBS SYMBOL BOT AN I CAL NAME COMMON NAME QUANTITY SIZE f::,. CISTUS X PURPUREUS ORCHID RDCKRDSE 4 2-GAL & CISTUS CDRBARIENSIS 'v/HITE RDCKRDSE 4 2-GAL 0 ERICA DARLEYENSIS MEDITERRANEAN HEATHER 14 2-GAL ¢ PENSTEMDN FRUTICDSUS LD'v/BUST PENSSTEMDN 23 2-GAL 0 RHODODENDRON MACRDPHYLLUM RHODODENDRON 13 2-GAL SMALL DECIDUOUS TREES SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE EB MALUS FLDRIBUNDA FLD'v/ERING CRAB 3 4-6 FT. HT. SMALL EVERGREEN TREES SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE @ X CUPRESSDCYPARIS LEYLAND! LEYLAND CYPRUS 12 2-4 FT. HT. 0 THUJA DCCIDENTALIS EMERALD GREEN ARBORVITAE 9 2-4 FT. HT. PARKING AREA LIGHTING ND NE'vl PARKING AREA LIGHTS. CHURCH 'v/ILL BE USED MAINLY FDR DAYTIME ACTIVITY. OUTSIDE BUILDING LIGHTING 'v/ILL BE OF ND GLARE AND TD LIT DNL Y THE BUILDING PERIMETER. JOP Cf ROOl ~ TO EE 1 ;t.i H' · OPEJ! OOH!Jf Mtilf:iD 'Tm»11t. OJT &: AlMQ~ l(W i/l Cf SURJJif fElilll.1ZEli! T~'P THIBOIJGH...'f NI~ INID BW»"ll MULCH TREE RIN(: SHALL BE 2 IN----, Oll1SIDE Of Til£E STAKES r PLAS11C _c!Wtl_ -_--LOCK IREE 11[, _ ltl.s_ 't'ALL P9l IJfR'S lNSTRUCTIONS.. SECURE TO i'roOO 'l.JtllSTlJRDf[!, DlS1l~ 5!ll 00 CffilDIG: :oot. IJJNP'A(rltiO ro ~ MAX UEM:i'!rr ~ FltilSH GRAPr F'RIOO TO PLACING MULCil Tr.ff lRUtlK-"-..._, __,.,-.--r-....~ ROOTBAlL ~, ___.-~-..: STAKI: ifltll f2 POlHY COMMON HAIL {otlE l'ER STAKE}. MNMT/tll 1 IN CW\RAHOC BH'til:EN lli[ TREE lRlJfK It Cl-1,'Jt,I LO:X 'IZl.1:.-ib.l, .;,-,,·.-. ,, , . Ftllli1{ G!'<l\1£ I~"""--""' . -:: . ; .2 "., .. ,,,. " °" :--: ~ <X :x.>t~:l'~Ti;, '.""-'~~.--t-. ::j: -.I"'-. ilEMOVE BURLAP &/OR ·WIRE BASKE1S FROM l(X~OC"li;;;,• -_rnt'J/.3<Ji'ROOTBfil __ _ '· l: 1 Sl0PE OH SIDES Of PLAt<ll!NG HOU: fCRTILIZER, ffiOROOGHL'( MIX INTO BM:t:Flll 13ACKflLl PER SPEC. TI-iatlOUQ-IL Y WAD :SETTLE llNr»STURBED DJS11NG S04l (.'fl EM51lNG ~ll COMPIICTUI TO 85% MAX DEtiSJ l'/ Pwmoo Heu: ro Bf'. TYl!O[ M: 'MO'IH OF 1HE RCQ1BAU. c·t , Yof Rent Planning O on 1v1s1on 20 0 20 40 scnle feet SECTION _ DETAIL O~ClllUOOS JR([ l'LMIT!t'i-G, TYP W.T.S. DESIGNED: PARAYIL ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 /./Ail -8 . tU)J SCALE: 1 "=20' DRAWN: 1--------------------------------1 DATE: PARAYIL CHECKED: PARAYIL LANDSCAPING/TREE RETENTION PLAN 3/01/10 SHEET NO 4 28' 11'-0' ,.,.,.,.,, r---r---- t----~ ----,,---;= --____ ..... I'-,.-- ,.,.. ,.--____ ..... !-c'....-I ~ --131 -0' I I I I I :i----161 -0' -------,,.-,---------40'-0'-------------i ELEVATION -EAST SIDE (118TH AVE SE) ' . -;_--. --/ .-·-· / / --~/-<;.'. " / .~, . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I 1---------------70'-0'---------------i, ELEVATION -SOUTH SIDE NOTE: BUILDING MATERIAL -STUCCO 8' \v'DDD, TAN/BRD\v'N COLOR, COMPOSITE ROOF -BRO\v'N COLOR \v'EST SIDE OF THE CHURCH FINISH TD BE STUCCO, ALL OTHER . / SIDES TD BE \v'OOD SIDING, CONSTRUCTION DETAILS ARE GIVEN IN PROJECT NARRATIVE. . - -·-. ' ' '- '- '- '- ' ' ' ' A 0 '/~r~- ~ ~ BB BB BB i---------401 -0'--------+--'--16'-01 ---1 ELEVATION -\./EST SIDE . - '-'-'-. ' . ' .. ' - '-'-' '-'- '-'-'- '-'-'- ' ' ' ' ' ' ' ' ' ' ' -· .. ,;_,-~ '- ' '-' ' '- I 28'-0' i----------------70'-0'---------------i ELEVATION -NORTH SIDE CSE 188TH ST) 4 0 5 10 15 20 1 / 8 n = l' ~'"'-liiilM"""i-~~~--~~'iiiiiiiiiiiiiiiiiiiil\ scole feet ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 ELEVATIONS City of Renton Planning Division MAR -8 2010 SCALE AS NOTED DATE 03/01/10 SHEET NO 5 DITCH 296.35' I I • FH ----... -~~z .· PROPOSED PARK NG I 24.0' I ------------- ~ - CL ___ ..:1_ __ __,, u ~ "' z "' >-z <[ .: ), -------v,------ ~ 5 ), ------~" ··--·z -- <t nc r------; I- (/) w r::,,__ __ _ EXISTING CARPORT TH 60.0' ~ 1-4-' ----"-,--"--6.''----L.C...---4'!~"'----+---4--'-r---4-....,....,,;..,, -----1~ i I ADA i ,------1 I ADA VAN ! EX r STIN ! i PA KIN (CUP i D I PEDESTRIAN w'ALK'wAY / / / _____ _J / 2 0' NEw' ASPHALT ACCESS ROAD ------11 PAR ING ~-. 1EV'ST' r-H \ .I'd , ) ... w ~' >~ w (;') I- I ::;: ~ ct G DITCH A. GENERAL PROJECT INFORMATION 1. NAME OF PROJECT: ST. THOMAS ORTHODOX CHURCH II 2. STREET ADDRESS: 11651 SE 188TH ST, RENTON, WA 98058 3 . PARCEL NO: 6198400020 4. PROJECT DESCRIPTION: EXPAND THE CHURCH BUILDING SIZE FROM 2,000 SQ FT TO 2,920 SQ FT NAME 5. OWNER: ST. THOMAS ORTHODOX CHURCH 6. AGENT: BABU K PARAYIL 7 . STRUCTURE: LEWIS ENGINEERING 8. CIVIL: ALTA CASCADE ADDRESS 11651 SE 188TH ST RENTON, WA 98058 2314 127TH AVE NE BELLEVUE, WA 98058 19229 99TH SOUTH RENTON, WA 98055 310 N MERIDIAN, STE 200 PUYALLUP, WA 98371 TELEPHONE 253.946.2044 425.558.0108 253.520.4120 253.864.6800 B. ZONING DESIGNATION/ENVIRONMENTAL REVIEW ' 1. ZONING DESIGNATION: COMMERCIAL, CONDITIONAL USE PERMIT, LUA08-102-CU-H 2. LOT AREA: 48,726 SQ FT 3. BUILDING AREA : 3,920 SQ FT 4. PARKING, TOTAL 32; 2 ADA, 8 COMPACT C. BUILDING INFORMATION 1. TYPE OF WORK -REMODEL 2. PROPOSED USE: CHURCH 3. OCCUPANCY GROUP -A-3 4. OCCUPANCY LOAD -90 5. BUI LDING CODE: IBC 2006 6. TYPE OF CONSTRUCTION -V-8 7. ROOF LIVE LOAD (SNOW) -25 PSF 8. MAX WIND SPEED -85 MPH 9. SOIL BEARING PRUSSURE -2,000 PSF 10. CONCRETE F'c -2,500 PSI 11. SIESMIC ZONE -D LEGAL DESCRIPTION IMPERVIOUS SURFACES SEE DRAINAGE REPORT THE EAST HALF OF TRACT 1, BLOCK 1, NORTHWESTERN GARDEN TRACTS, DIVIOSION No 4 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. LEGENDS & ABBREVIATIONS !:l LIGHT POLE ;j)-FH FIRE HYDRANT o PP POWER POLE X )( FENCE PROPERTY LINE D CB CATCHBASIN NOTE: 1. FRONTAGE IMPROVEMENTS TO INCLUDE SIDE WALK, PLANTER STRIP AND STORM CONVEYANCE . DESIGN SUBMITIED TO PUBLIC WORKS. 2. SEE THE TITLE DOCUMENT FOR EASEMENT INFORMATION. 30' EASEMENT IS GIVEN FOR WATER, DRIVEWAY, POWER AT THE EAST END OF THE PROPERTY. RECORDING NOS -3728997, 5054238, 5136743 1 "=20' 20 scale 0 20 40 feet DESIGNED: PARAYIL ST. THOMAS ORTHODOX CHURCH 11651 SE 188TH ST, RENTON, WA 98058 City of Renton Pl a nnin g Div is ion MAR -8 1010 SCALE: 1 "=20' DRAWN: PARAYIL t----------------------------1 DATE: 03/01/10 SHEET NO 2 PROPOSED SITE PLAN CHECKED: PARAYIL