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Home My WebLink AboutLarge Formats 1,-;,/.. ''S· • r f \ VACINITY MAP \.."/ 1" = 200'-0" ' ' ' SE 1601•1 St Ceda r Rid ge Churc h SE 138th Pl SE 142nd S: '" "' _r ·.': sr 1.1.1;h s SITE INFORMATION GRADE PLANE CALCULATION Ce d:ir River Pcuk • • S£ 145th St _, ,=; s! :,a ~ " PARCELL#: EXISTING BUILDING: PHASE 1: NEW SANCTUARY: MAIN FLOOR: 6,210 SQFT BALCONY: 2,467 SQFT PHASE 2: FELLOWSHIP HALL: DEMO EXISTING BUILDING: TOTAL: 0088000320 2,540SQFT 8,677 SQFT 6,879 SQFT -2,540SQFT 15,556 SQFT A =482' B = 484' C = 490' D = 488' E= 486' F= 486' . NORTH = (486+482+484)/3 = 484' EAST= (482+486+486)/3 =·484.66' . SOUTH= (486+488+490)/3 = 488 ' WEST= (484+490+488)/3 = 487.33' TOTAL = 1,943.99 I 4 = 485.99' = 486' Sf·164til Sr N w .... ~ '.i! 0 -ro a" ,. < ~ ~ ..., Sf n;bd.S; Lindherg!1 Se n i or ~ High school fo1rwcod Golf & COuiilry Clu b ;I .. Cascade-r dlrwood'- SE 176th St ., SITE AREA: 168,630 SQFT PROPOSED BU/DUNG FOOTPRINT: ALL PAHSES COMPLETED: 13,089 SQFT IMPERVIOUS SURFACE: 70,719 SQFT PAVEMENT 45,043 SQFT SIDEWALKS 11 ,280 SQFT DECK 1,150 SQFT BUILDING 13,246 SQFT INTERIOR PARKING LOT LANDSCAPING: 9,819 SQFT MAX BUILDING HEIGHT: 30 FT PERCENTAGE OF SITE: 7% PERCENTAGE OF SITE: 42% MAX BUILDING COVERAGE: 35% MAX IMPERVIOUS: 75% -,=======~-'-"'cc,--_ _L__ S_88 ° 53' 00" E 76 ~-7-~·--c~i,.._;_ ____ -=---~~--····--"-='---=------L__===----'-· r------------------108.0~ 1 __ / ~ >k • _ __,.,. "--=.L._=-=----=-===-~---_L -~-=-=-/-.,.-t-·" . -----......._:_ __ ~/ ( tR I _,,1'~--,;f --------------------w a V -~o -0 LO ' LO g 0 1~ ~· z l 115'-0"1,. f 7 PHASE 1 I PHASE 2 (-/---'-:----=------~-~~!---- _,,,--PROP(!SED NEW CHURCH BUILDING I' * I ----- I ! I ' 474' -o · --== · _ ~ / i ~ .,r"'.'. /- 1 I --~ -----~"':"~/ -=...c....._..-· .· ~ ... '~'\ / ' 2, .. _c..· .-. . . 0 '?l <::,'o -~&M0 ~·0~~~--~-~-~ I PHASE 1 ....--EXISTING CHURCH BUILDING PHASE2 I 1[3 I ~ [ __ =~ L ______ -- .. · . ~ _t,,. --<:,-, ~'S 150.00' r L.1 f ull Color PHAS E 2 Site Plan ~ 1"=30'-0" 0 --41 ----11 ~11--- 9 -~,1 --__ _,.I Hl--~::;;c-.,,.....-~ ·----...___--~ -· O' 15' 30' • 0 ' r,, - 60' / / / L z g ' .. I !: z -Q u .. .. ;; w " w " z < ~ L ~ I I 0 w !::! l ~ i < .. I " !::! I -I -' "" "' < :. - :c :c u .., u QC .., QC 0 ., ::, .. ::, :c < :c 3: u z u 0 w ~ w z C> w C) "' ~ a .. a -:c -QC :. QC .. QC -QC ... <C .. <C -0 -a ... -w -w () u U'l I +- u U'l '-a:: Q) Q) +-·-C ' ..c I I I C u 0 '--~ <( 0.... ~ < \. ) ... .. ., .. "' ... .. "' "' ' .. .., ... .. -... .., -"' "' "' "' -... & -C .!! 0 ! .c a. .!! u G C ~ ~ \ PROJ. NO : 14013 5C-HEMA TIC. DE51GN DRAWN BY : Author DATE : Issue Date E 0 u .:i u & = .c u ~ ~ .ll .ll C 0) @ a. " 0) SITE PLAN PHASE II A 1.1 0 L < C) -- , ,"-_ -~-. ··., ' ,. '. . $' . - ' .. ·. l . ,-: -Hi-1,i-, !'.:! .. ~-• . . Ced~r-Ridge Chutch ' "'-' . ;; !I ·-. ,' --",. -' ,' SE 142f1(1S; · - !1' -.. . _, -.. , -. . ,-' ~~-"'-.t.;.~-. , __ ,_ . ' :,', •. -:\;E r.-0~.\~;;;.1;· , .-· y .,, --- . 5/!1114[h5 stLi!iui ~.., --- 'l a -~ ~11 . _rr, ...->;,~----·-,,-, ~j ,,,_·:-=-~·--v,'=:.-.-s.,;·, ........ . . ;2,.,: -_ '. . i 0- g '.J;lj).\~ '{.!. . t-j • • ' " "E' !'l\.\lA,CINITY MAP COPY \...::} 1" = 200'-0" S..88° 53' 00"-E ___ _ ·,--1! 1:'I' LO i -1' 150 . _._n ,{ " -,,:, .· '!I 15' -0" -,k- 15' (f; ~~I~ ;~~~.:HASE 1 SITE PLA_~N~-------------- J ait-w ood Golf _ g,. c oun try Club -. r _ -G:$ !i·C ?de • .j: air.w(H)d~· --,_.', _·: ·-:· . ' ~ .. . !i<e _r,11 111~!)-;;:-·,. -___ ,_ ______ ----------------- PHASE 1 I PHASE 2 !--0-,---- J /~---+-_:---.::,,_-,,_ r' __ ...., ________ _J-,1 ,<> ,,,-PROPOSED NEW '\c,, \ JI CHURCH BUILDING ,, \ \ PHASE 1 --------.. f ~ 30' 60' FEB l 8 2D16 I SITE INFORMATION1 GRADE PLANE CALCULATION PARCELL#: EXISTING BUILDING: PHASE 1: NEW SANCTUARY: MAIN FLOOR: 6,210 SQFT BALCONY: 2,467 SQFT PHASE 2: FELLOWSHIP HALL: DEMO EXISTING BUILDING: 0088000320 2,540 SQFT 8,677 SQFT 6,879SQFT -2,540SQFT A =482' B = 484' C = 490' D = 488' E = 486' F= 486' NORTH= (486+482+484)/3 = 484' EAST= (482+486+486)/3 = 484.66' SOUTH = (486+488+490)/3 = 488' WEST= (484+490+488)/3 = 487.33' TOTAL= 1,943.99 I 4 = 485.99' = 486' TOTAL: 15,'556 SQFT SITE AREA: 168,630 SQFT PROPOSED BU/DUNG FOOTPRINT: ALL PAHSES COMPLETED: 13,089 SQFT IMPERVIOUS SURFACE: 70,719 SQFT PAVEMENT 45,043 SQFT SIDEWALKS 11,280 SQFT DECK 1,150 SQFT BUILDING 13,246 SQFT INTERIOR PARKING LOT LANDSCAPING: 9,819 SQFT ' MAX BUILDING HEIGHT: 30 FT PERCENTAGE OF SITE: 7% PERCENTAGE OF SITE: 42% MAX BUILDING COVERAGE: 35% MAX IMPERVIOUS: 75% / -~-' I -·-----·-'--------=----'-_-_-_-----~/-"'~ __ J ___ ~,----:---- I ~ I ' ;: / -------------------..,/ -- 46'o'-o· --------------- -~--./-47a· _ o·---~---------------,., / ·-· -- •/ /'" --. --,--,, ________ /_,,/';,--'/ -,-:, '' .. . . . ... .. ---- / / ~-c--~--~~-/ I I I ! i ' z 0 i;: .. z .. Q u .. ., > .. Q wl ... z i <(1 ' ~· ' .. "' I -I 0 .. "' ~ -<( ., Q "' ---.. " <( :::;; - :c :c u "' u oc:: :g oc:: ., ::, .. ::, :c <( :c 3: u z u w 0 ~ w z t, .. t, .. C ~ C ., -:,: -oc:: ~ oc:: ... .. D!: -oc:: .. <( .. <( --C ... C -w -w u u ' ' I "' I +- u "' 1.-a:: (I) (I) -·-C I 11 I ..c C u 0 ct) 1.--<( (L C!:l < ~ E 0 " u ., ., .:i .. .. "' z ' " .. u .. . "! .!! "' " ., .., :c C -... ., .. --... u > 0 "' -c <( ., "' "' -c .. :!. "' 1:! :!. .. <( .. Jl .., 3: C .!! Jl 0 0 0 -=' "el ,: 0) "' .. Q. '" @ "' "' JI a. ... 0 u .. • 0 0 -.. ~ -OI ' ~ I ~ Br;~~ ._g a:: !), i;r CJ 1~ ~! J ) -? g ~ ~ - PROJ. NO: 14013 SC.HEMA TIC, DESIGN DRAWN 1 BY: Author DATE: Issue Date sire PLAN PHASE I Al.O X co ~ X 0 910Z S l 83 ::l X N I ..,: X ~ I I X X ' a, I ~ X X X :c (.) a:: :::) :c (.) w <..'.) a -a:: a:: <{ a w (.) 0 ~~ (I) a.. 0::: • I.LI Cl) ~~ C, !,!;! z 0::: I.LI~ < ::::::Eo ~~ ~ ii I . ~ -:z 0 I-:z w ~ (.!) I-- :z U) -a::r ~ I- 0 «;:I--..- w U) ..- ..- «;:I- ...- ..- I ~ I i :'ii "' ..., ~ ffi ~ . ~ N X 0 < -~ .1 ~ ~ "' ~ 8 I In io ii N ; 1Q §~ i:'i 5 $ if a:: a. a. <( w !;;: 0 z 0 (/) G'.i a:: ci z I I I ---~ ------------ THE PORTION OF THE SE 1 / 4 OF THE NE 1 / 4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 116th AVE SE S01 "07'00"W 11 40 0 I • ~ -- / 768.02' / 20 I / GRAPHIC SCALE w m = ...1 -~1 ::"""::::"""::==: J ( IN FEET ) 1 inch = 40 At / / / / , , g 478 -----·~.. 4 --~-----" INV :EL=472 _26'-12"C f-' LLJ W r • J (l:'. I . I t-: i : C I I -/\ :/ zl : INV EL = 470.41'-1 2"ADS ""'" ; ; I i I EX CB (T(PE 1) ~ * I rll O oor1 I: 1-liii,....:1:-,-< RIM EL = 472.31' INV EL = 469.61'-12"ADS W I I I IN V EL = 469.91-'12"ADS N / i : f!-, -1,b+~ -->; ;,,:)I ;!\i • II ----=-·:;:--7, -'lJ-I ~ I 0 !NV EL = 470.11'-:12"A0S .. ·--' I t') n. I - --,11----INV EL = 469.76,-12"C EX CB (TYPE 1) RIM EL = 4 72. 94' INV EL = 470.14'-12"C E/W ..,____ INV EL = 469 .31-L,rc 0~0\ \\...ffOO SBOO- X INV EL = 468.11'-12"C I I I FOUND MON IN CASE (8/14) -- / \ \ o.oo -o::i oA-I -,cflOB" I / ; ii I ' ,.:::, "' ., ' i ,/ I / ,J' / IN V EL = 46 3.57'-1 2"C I I \ / ' / / ._-,, 0 \ ' C. o, v-- ; / / / INV EL ~62.94'-12 "C / / / / / / 488 FF_ Elr184._()0 PHA SEf1 j ---'1----s1-po ___ .,_~ / " / / / / / , . ./ ,\.' ------- PHASE 1 ' 678.92' / --/- / / wetl and \ \ \ , I \ __ _. ... ..-,.,) ~/ _..,,..---./') ' . INV EL = 462.56'-1 2"C / I ~i I +==--=---=------=== ss -===--====~=~=== ss-=::::;:, __ '<'!'_ s& // -/ 17;'---X --X --/ ---I I> {.I) I I> C/1 ,\\J . ~) I /I ~~ I \ I • I I ---,-, i :1 1 1 I j >-_ --X -- LEGEND IOI CB (TYPE 1) [I] @ STMH (TYPE 11) 0 @ SANITARY SEWER MH _n_ " WATER VALVE @ Ill WATER METER/SERVlCE D -0-FIRE HYDRANT + :0: LIGHT POLE $ m GAS VALVE 0 TELEPHONE VAULT TELEPHONE CABINET SIGN MONITORING WELL MAIL BOX PK NAIL MON IN CASE/ EX REBAR / PIPE AS NOTED / / / [NV El = 46 2.36"·-12"C GENERAL NOTES SITE AREA = 168,577 S.F. AREA OF WORK -83,200 S.F EXCAVATION QUANTITY = 3,484 CU FT. THE QUANTITY OF FILL ON SITE IS MINIMAL AND WILL BE UTILIZING EXISTING MA TERI AL ON SITE ACCESS MATERIAL WILL BE EXPORTED TO PLACES APPROVED BY THE CITY OF RENTON 7 / SURVEY NOTES / INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL . FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: 113th A VE SE (S01 '07'00"W) A BENCHMARK : CITY OF RENTON MON #1640 V NW CORNER OF SEC 29-23-5 3" BRASS DISK W/PUNCH MARK AT THE INTER SE 164th ST & 116th A VE SE ELEVATION = 466.08' (NAVO 88) SITE BENCHMARK : TOP OF MONUMENT CASE AT THE INTERSECTION OF 114th AVE SE AND SE 164th AVE SE ELEVATION = 472.95' (NAVD88) / , LEGAL DESCRIPTION LOT 2. BLOCK 5, AKER'S FARMS NO 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 100 FEET OF THE NORTH 150 FEET / / / 7 / / / / / / / / / / / ---------- \ ;~ / --------- GRADING i i ---+-=es NO. f---w :,2"> 5 oo-0 11...ifCJOB / INV EL = 472.00'-12"C " INV EL = 471.39'-12'/ '\(o rY "' ,· / / / / \ / ' ,i:1"~:_,.,,~-;~,"~~NV 1f"1!1a>":69. 7 INV EL = 469.31'"-12"C "> " \ C. ·!. //A /// /// ////// ////'////////// / / / / / / / / /. / / / ,· / / / / / / / / / ./ / / / / / / / / ./ / / / / / / ,· / / / / / / / / ./ / ////// /////////~LL-''''''i ------ u u uuu uu. ;rn~ =c, ~~~ __ _ ~~~-~ ---------- F lL~48 4 ,00 L ////_/f'"/ ///////,1 'I-'· I ;J: _l j_J ! ff EL ~~r8~4~_~0(~) ~--1-;,,,-n~_ =_ ii:__L_G_l~=--~--FF~'F---·1'' lli''f·''-~ ~------J-c.'-----;;~· /f: / 7·7 / / 7 I L ____ / -----. ·--- / / ----- ------------------------------------~ ;; wet l and 20 4 0 Sil =~& \ ) ( ) eLANI SCHEDULE_ P,C[R CI PCl h!ATUrA ,/ \/l ~J[. i'-h\r)L E VIULT! S i Uk --'1 :~; I l 1\L), ST.1\!<FD .i\:\1ELJ\i\lC.~-;F·R· i\: !\I FOl __ lfa.. 1/ SL f~\/i CE:_bC:.K~;y tJ:UI Ti STD.,1, :s STEMS STF.K[D C'OF:i\JUS :\!U TT/i.L_U / :::-:UU.l''~~ \i'./i 1::r-\,\10~-JD[F;' / ECD l ['S \/,/: IT[ 'v',JCJ~JDt-f--i: DUG\i\iOOD :'SEUDCi TS UGA. id[~J DLS l i / DOUCLi\S FIR r ::-: l JC;/:., h F T =-r-~ u ~· ;-! y u_.~ V\![S:=F?I ~ ':[-\.1 L_()CI< B0Ti\N1.GAJ _ _ll,:\t.,.~F / CCJlv1HO N f,J_L.i'Al CRiHSON !'YCt/Y 0/\l?B[f\!~V COIH ----b <Y:8 cy:;-' CCJ t,JT Ai ~,H:::f\ 2 '\~AL ---. •. , b .1-\L SJZE SIZ ~ 37 7 h -C H 7 34 <(' ·-' ,_i uu r;-·-;-; ; ;. I i.,/////1 k // ///; ~LL..c:....) CO l·-JT _S P/1._c ! I'-~ G (I r v 127 --c; .. ,\U L_i H l K Ii\ SH/\LLU i\J S.1\L/\L 4E3" O.C. CA,I 48 " o . E '\J/·.i'.JI E / CC >.!T SPAC:ING G1'ULT! li:R IA GAL I x' o .c. '.J .367 SF 1 Gfa.L n" O CJ .C . F! /C -~ c,q SF IU~~r tv!/\R/\THQr\j / 1\/1.r\FU-\TH O /"·J Sf ED · .. -_ ~----.--.. ,__.,-, . ·---------.. --------------------~-·--a----------~~-~·-=·-~ ·-· -~· .... ,·_.,_y7+---... ---· ---a-·.-~--•- (.\. ,J HYDP,L\J.JG[,\ k-11\C:F:O PHY l _Lti, 'Ll lv1E LIG H i' L.l\RG Fi F AF HYUl·!Pd\JCL.A :) Gi\! 1-'YD l~>'.,.tJJG[;\ i1.,1;\CF;C:i-F-~HY : .! .. /\ r;l il--ll\/'-i ' 1 I /\R 1::;EL[LF 1-IY D l?i'\i<JCU\ 2 C/\I If-'-._ (,~ Pll LJ ~US LAUROC~~ASL JS u ~,JT \i[.f'!NOl"J. / :vlQ i, _ _.1 1\]l \ff-h:h!U~0 !_AU l (L i_ '.J C.t-\L 0 CHR i STH.AS CHF Fc~ RHO~JUU [NDRON -~· G/-\l \/!8 1.JF.·~JI.J i·A Ti [\Ji,_.!:?, 'SF'F-;!i"JC .UC 1.J01.JFT' I Sr'l~!NG OC1UD UET L,\U~t.'~;11!\]l_JS GA i DESCR IP TION. DATE CER TIFIC/..TE tJO 20'..:i rud(- --. ----------·---·-.-------~---------------------··----- --------.-.• ·--- NOTES: :so 1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2. LANDSCAPE DRAWING IS BASED UPON THE BASE DRAWINGS DATED 2/11/2016, PREPARED BY GABBERT ARCHITECTS. 3. SEE PLANTING SCHEDULE FO ~ SPECIES, QUANTITIES, AND MINIMUM SPACING. SEE PLANTING DETAILS FOR INSTALLATION AND LAYOUT. 4. BARE-ROOT PLANTS, BULBS, OR 1UBERS MAY BE SUBSTITUTED SEASONALLY FOR CONTAINER STOCK WITH PRIOR APPROVAL OF LANDSCAPE ARCHITECT, 5. HATCHED PLANTING AREAS ARE DIAGRAMMATIC AND INDICATE GENERAL AREAS OF VEGETATION COVER. 6. AREA AND QUANTITIES SHOWN ARE FOR REFERENCE PURPO $ES ONLY. CONTRACTOR TO CONFIRM QUANTITIES. IN EVENT OF DISCREPANCIES BElWEEN PLAN AND SCHEDULE, PLAN QUANTITIES PREVAIL 1 , 7. CONTRACTOR SHALL ALLOW FOR THE ADDmON OF SOIL AMENDMENTS AND CONDmONERS IN SOIL PREPARATION AND FINISH GRADING. 8. LOCAL NURSERY STOCK WILL BE USED TO ENSURE THAT THE MATERIAL HAS ACCLIMATED TO LOCATION CONDmONS. 9. FINAL PLANT LISTS WILL BE CONTINGENT UPON PLANT AVAil-ABILITY. IF SE LECTED SPECIES ARE UNAVAILABLE FROM LOCAL NURSERIES, THEN UPON PRIOR APPROVAL FROM THE THE LANDSCAPE ARCHITECT, OTHER GENUS OR SPECIES WITH SIMILAR HYDR,OLOGICAL AND SOLAR REQUIREMENTS MAY BE SUBSTITUTED . 10 . STAKE ALL TREES. SEE DETAIL. . 11. ALL PLANT BEDS WILL BE MU LCHED WITH A MINIMUM DEPTtjl OF 3 INCHES OF BARK MULCH UNLESS NOTED. MULCH IS NOT TO MAKE CONTACT WITH THE PLANT STEM. 12. IRRIGATION: SUPPLEMENTAL MOISTURE WILL BE PROVIDED AS REQUIRED BY RMC 4-4-070-1(2). THE PARISHIONERS WILL HAND WATER THE PLANTS AS NEEDED AND DURING TIMES OF WATER STRESS. HOSE BIBS AND QUI <!:K COUPLERS WILL BE LOCATED TO FACILITATE ROLLING HOSE REELS. THE LANDSCAPE ARCHITECT WILL PROVlDE A "WATERING PLAN" AND ANNUAL TRAINING. m LLl OSBORN PACIFIC GROUP INC. CEDAR RIDGE CHURCH EXPANSION 11411 SE 164TH SifREET DATE : 2/1 8 /2016 PRO J ECT N O. 150 71 Landscape Archi.tecture I Ecological Restoration 2125 Western Avenue, Suite 206 Seattle , Washingt on 98121 (206) 284 -8865 RENTON, WASHlr-!JGTON LANDSCAPE CONCEPT PLAN S H EET N O. L1 .0 --n rn OJ f-' co "" = -= )> "' • - 14013 .i:,. z .i:,. z u, z U1:5!: 00 m co m O m ~)> f f f ; a, ~ : -I~ : ~ ~>< "' 0 (/) 0 0 (/) a, CJ) 0 ::C i .i:,. ! 'I )> 'I -u )> 'I )> 'Im / z coz z Gl ~ > "U O )> 0 0 1::c ci5 in ::c)> --1 -n 'o --1 --1 --1 'CJ) C r C C 11 --1 (/) )> 00 0 )> -I )> ~ m;o z::o o::o ' PJ 1~-< 1::0-<-< 1-u-< "<m -< ~ o \ I rl' ~ nn1n11n111 ·~ ; (/) m -.i:,. z o :1 ~ m 1 .i:,. z f z ~:!!: ~ -, m ]I m a, ,,CJ) ' (j ~ '-1 ~ , -5( II j--1 "U : i , , -1 )> r --. ~CJ) Z ol ~ (/) a, (/) o ::c ~,m , v )> _, )> ,,m ,-,r coz ' z ,-"< m ~ -~11n···· I in.··. ~~ ~~ m I , ,, ·. 11--1 )>c )>O o Gl -< "Tl r -I -I : ::C )> r O C C -I 1-I 0 0 )> -1 )> :o m "'CII ::;; 0, :::i: < c:: )> )> i= Cl) ..... 0 m--_oz -zG'l Cl) ~ ::c (/) )> .-m m ;o 0 Z ::0 0 ::0 'Z 1::0-<-< ,-u-< 1-u g f;:; I~-< :;;; -I I o z "U ~ D f{l :0 D i~ D r I m -I I m ; I K' )IID I ,/ 11D1 DODI I I( ~lq ~10 . ' I Ui~~[~ ~:'.:jD ......... I k' ~I ~oq I ::-,/ II~ ~~~-';<•.), .. ,\,_ '·· --· .. ,•,,.., ' D I "/. 110 DD[l I !' I ,// I if i • ~,11 /I I I I ! m 0 0 :!!: "U r m -I m i / il :,,/ II 1/ ./ JI; o o 1;J U1 :!:: := m C\ r;, ::;; UI :t: D D D D D D D D D z -m : u:, (i\ l: ...II .,, ~~Z)>A.~ o~ -;O!-e.;: (\_.Z '"g c,.,c:;, 1903 h RE.GtS'f,IBED ·1£0~ ( MAR IN J, GABBERT §_ATE f WASHINGTON """ - e ..... !z o5 0 11' ~ ~ ::c 6m ,r m :;;; -I 0 z "U ! m 0 0 :!!: "U r m rrl .i:,. z -.J m 0:, ,-co~ oC(J) ' ;= )> 1oz z0~ GJ2 "U )> Ei~ I 8' -0" I ~ ' .i:,., z 0:, i m a,, -, ~ ' ' oi (/) ' )> z -uo ! ::c -I 'i1;; §; im ;o ·~-< .i:,. :!!: .i:,. z u, <D (!) m 0 N m )> -:! .i:,. -I~ ' xz' ' N(/),q ~(/) a, -1m -)> ' ~I-< I co z °'lZm )>O Gl r -n r --1 roe 00)> Oz;o ;u -<-< I I I 11' -O" 7' -6" 30' -O" MAX HEIGHT] GABBERT 18422 103rd Avenue NE Bothell, WA 98011 Telephone (425) 482-7987 Facsimile (425) 483-2628 gap@gabbertarchitects.com Architects Planners ' ~ z u, ~ m ~ Cl ~ ' (/) 0 ::c )> ,m z IGl 0 ::c -I -I C -I)> 0 ::0 "U-< 11' -6" ---i CEDAR RIDGE CHURCH 11411 SE 164TH ST RENTON, WA 98055 CEDAR RIDGE CHURCH 2/16/2016 4:19:15 PM Author \ \GAPOl \Projects\Current Projects\ 14013 -Cedar Ridge Church\01 CAD\Revlt\Current DESIGN\Presentation finol scheme.rvl f, 5-z f, o:, m ~I m o m ~ ~ -I~ : ~ 0 (/) gl (/) g 011 ~ )> "U )> z coz z "U 0 I )> o 0 ::c -I -n r -I -I )> C lroc C (/) )> ,00)> -I)> m ;o oz::o 0 ::0 ·~-< ,;o-<-< f-U --< DD DD DD DD D DD DD D~ DD DD DOIi! I DI D1 og~ [] DD DD Uill I i i=::;I D [ffl . ' D DD DD~D [m= .. ffi~ DDlilD DD~D MARK DATE DESCRIPTION 1 11/28/2012 I PLAN REVISIONS ~ U1':5!: O?'s;: ' . o'::C ,.m 'Gl '::C j-1 ---+--------+---------------~-------~ " ~ MAXHEIGHT 516'-0" NEW SANCTUARY ------------------------ ~-504' -6'' -_TOP --------------------------------------... I (9 ijJ NEW SANCTUARY TOP BALCONY ~ 497 , _ O" FLOOR __ MAIN LEVEL ~-49i,~1f~J~.~---- NEW SANCTUARY ~ BLJ_ILDINQ !'>A_[) __ 478' -O" r:i) EAST ELEVATION \_' 1 /8" = 1 '-0" ~ MAX_HEIGHT 516'-0" NEW SANCTUARY o I ' "' ;;, I~~ IOI > 1----i----+----------1-------,;I ---l--+----- ---------- ------~---- ------------------------·-·· ~------------------------------------------------~ D D D -----t=-=-=-=i=""r====--=ir=:i!==-::ir::;?:l!==-=i:'.1-----1----- D ---·--------------------- ------ ---------------------------··-----------------------·---- ----------------~----------~--" ---,.,, ... _ --------.. ·-·- "' ' NEW SANCTUARY ~ 504'-6" TOP ---------------------------------~ ---------------------~ 504' -6"-_!QP __ _ NEW SANCTUARY TOP BALCONY ~ FLOOR ,a_;-497' -O" -- MAIN LEVEL ~ EXISTING U 492' -25/8~" - NEW SANCTUARY ~ PHASE 1 U 486' -O" =::___:=-::--=--=-=---=-=======a=--~ ~ SOUTH ELEVATION \." 1/8"=1'-0" ---~---- --------- NEW SANCTUARY TOP BALCONY "' ' " '-' 497'-O"-FLOOR ___ __,, __ _ MAIN LEVEL r• EXISTING •:J 492' -2 5/8'-' -- __ b ' NEW SANCTUARY -----------------------1--,---~~ ---------- ·--------------------------- (._' 486 , _ O"_PHASE 1 ___ -'I.--+-µ==i=r=:::!::==r:=================I!==f===-=--=--=--::±-=-=--=-=-:::::·--=-~=-=-=-=~== ~;;::::===<;>cl,=--...L--~-----------------~ == "' NEW SANCTUARY ~ BUILDING PA_D 478' -O" C:z) NORTH ELEVATI_QN _ -1/8" = 1'-0" -------------- •---------·-----------------------------------------..- ~ MAXHEIGHT 516' -O" --------------------------------------------------~-------------- NEW SANCTUARY ~ -504' -6" TOP NEW SANCTUARY TOP BALCONY ~ FLOOR .:J 497' -O" NEW SANCTUARY ~486 , _ O" _PHASE 1 "_'1) WEST ELEVATION , .. 1/8"=1'-0" ---------- ·--------------------- MAIN LEVEL 0----D --o -------------- --------4:;l?J~~--~ -' z 0 ,: "' .. z " Q 0 "' "' ;;; w " w "' z ~I I "' -w 0 ... ~ <( 00 I " N -I -- "" "' <( :ii - - :c u "' a=: "' 0 "' :::, ... :c <( 3: u z 0 w ... z t, w "' 0 ... "' -:,: a=: ... ... ~ a=: -w <( "' --0 ... -w -u V, -I u a:: (]) -·- w z " ~ C -" 0 > <( 00 "' "tl <( ~ .., 3: ..... , 0 -'~ --"' "' "' ... 0 00 -~ ' PROJ. NO: 14013 5C.HEMATIC. DESIGN DRAWN BY: Author DATE: Issue Date I :c u a=: :::, :c u w t, 0 -a=: a=: <( 0 w u V, ...... (]) C PHASE I BUILDING ELEVATIONS A5.0 -0 / "' u 5 "' 0 • C) :ll "' ~ .g " 0 FEB 1 8 2016 ' • ~ ' ' 1 ! I i 4' -8" l J ----------·----------- SAN TUA Y 3_5_:=] 3286 SF 55' -10" a a "' 99' -4" .... -··-··-·--------------------¥--------- STORAGE 32 , 126 SF l ' l ' I URSERY/CR ROOM 18' -O" CLASSROOM l .. 26 I 432 SF 18' -5" l1NFODESK ----------____ .,_ -------------.. -----··· 18' -O" CLASSROOM C2s I 432SF 18' -O" CLASSROOM · P 3z·;1 ;i'.~e;s,%,sl 1 c'~. r; · · ,, · · 432 si;. I · C~t ' ;'{' RETRACTABLE STAIR CASES 31 =:J 166 SF FOYER [_13 ___ J \.}RECEPl'~•\l ,,,,, .. ,,, \f [.~)ci ~f ~~R'.iL!::1 ::::::::;::=;:I i'A-,;1,, ' .l rr = I i . I ' i STORAGE / [ 33 I 117 SF ADDITION 6,879 SQFT 2430 SF VEST. I 22 J 180 SF r:1) NEW BUILDING FINAL PHASE \. I 1/8": 1 '-0" ---------------- I -_J PHASE 1 COMPLETED EB O' 4' 8' EXISTING CHURCH STRUCTURE AREA DEMOLISHED IN PHASE II l.___ _ ___,---l---[]! ' 16' 32' ; · •'i TOTAL BUILDING SQUARE FOOTAGE AFTER PHASE 2 COMPLETE: 15,556 SQFT ,,'-·. •. _.: L __ 120'-1" FELLOWSHIP HALL 1 __ 37 __ I 2190 SF M ' - DECK '•"'. z 0 "' "' !!, z " 0 u ;;; "' > w a w " z <( ~ ... "" w ~I ~ ,. <( ., . C .. , ' --.. " <( ::;; - :I: :I: u ... u ar::: ... ar::: 0 ., ::, .. ::, :I: <( :I: ;: u z u 0 w ~ w z <.!) w <.!) "' ~ 0 "' 0 :,: -~ -ar::: .. ar::: ... ar::: -ar::: w <C "' <C -0 ;;: 0 -w -w u u V, I +- () V, ,_ a::,; Q) C I I I _r: C () 0 ~ ,_ -<( a_ ~ < l, ' E 0 ... u ., ., ~ w .. "' -z ... ... u w "' <! w ~ ., "' "' C -.,, ~ J:; w --~ > 0 ... ;:;, 0 <( ., "' t .. :!. "' 1! .. w <( ~ ~ .a ,., ;: C 2 .a 0 0 0 -e "' 'il J:; ~ 0. .. "' J:; ~ 0. .. -u ., 0 0 D -.. ~ ~ DI ~ ca~~~ s. i5 ~I-a:"' OCc, !.l,,f~ " ~~ -U:i:E ro cc -<oo ra~ l "'"" ·-a:<%._ -~,-"'~ ~rw (,;i :g~ ~~' PROJ. NO: 14013 5CHEMATIC DE51GN DRAWN BY: Author DATE: Issue Date FLOOR PLANS PHASE II A2.2 ~ I -0 / J:; u $ J:; u w DI ,::, ;;; a -g u ffn o 1 B 201G "Tl fTl m .... "" ~ = = )> t,..) • ...ti 14013 0 ~z cio m 11' :;§: ~~ oZ '0 -i ,c ':t> :;o -< "U 'I )> /fl im ! .... q --;,--, .i:,. ,--;-- a:! ""'"'"'1--, .;; ,--;,-~ ~ I I 13 GI ,, "Tl r-r- )> 0 zo en ,i::, f ~ r--rn rii r. _o, I\J ..... c:, Cl) ~ -I 9' -5" C C ,,. "' ~ ,,. ~ ::e -z ~ .. ~ -< C " .. ,,. C C Q --"' .. 0 ~ lJl (\ J: ~ ~ (\ D rn lJl ~ f''' ' ':,_ ~ ' ! .ff l; " ·;;'. ii" !~, 1,,- ii 6 11 i II li1 I ~: Ii ~ ,,, ~ ld CXl 0 (/) ~ I/ z NI (") ~ -I C: )> ~ ;o m -i ~ 0 ~ 0:, r m CJ) ~l ;o ~{ (/) m (/) 60' -O" UNDER STAGE BAPTISMAL 58' -8" L__j '-T ~~-~"' • -~,>-"'-'Cl: "' "l ~ "l ,;8' '",-µ< I' " ~ I' 11 !I t I~ l (1 ~ 0 q ~! .... .i:i,. 0 .... w !] ·~· !' ' Ii i:t 11 ~ II E" l It 1W I! ~ I ' g - ~ F !!l ~ ~ 0 (/) (!) ~ "Tl G) m l::l ~ a, ;ti (/J ' m "'om' (/) 0 -<;ti .' "Tl ==-' "l ' "l ~B ;1 (") ' ff. I ='~11 ~iii ~ n "Tl c,;, ! 0 OJ I .-i..: -< w , CD m (/) ;ti "Tl 42' -9" ~j 1,-,~ 1-u.oos oNnos r l~ (/J ~ -I N 0 ~ ~ "Tl G) m 00 l I ,I ii ' "l II -, ... }iJ "- I i ----,·,s-. -~-"'--· A -Ft.·. ···-..... , ..................... ,.............. I . i1 ~E ex, < o ~ m (/) "' (/J "Tl ;-I 12' -O" 1903 ,,, ' ~· !I - ~ JAlr-GlS'f;ED ~ ~ RCHIT C~Pj .. "' 0 ·~-"' !- z 9 MAR lN J. GADBERT JATE F WASHINGTON GABBERT 18422 103rd Avenue NE Bothell, WA 98011 - Telephone (425) 482-7987 Facslmlle (425) 483-2628 Architects gap@gabbertarchitects.com Planners 12/23/2015 2:02:15 P~ Author \ \ GAPOl \Projects\ Current Projects\ 14013 -Cedar Ridge Church \01 CAD\Revit\ Current DESIGN\ Presentation Final scheme.rvt 8 .... :z COiCD ,,~ II (/) ~ Ill ,-:, q Sl. -C: Ill 0:, jet '8 ,:, ,'< ' "Tl g ~ ,· I i ! i ~ ' " ' ' I I • ' i ' ' J;i I - cl ~ j l 1 II j ' ~ * ~ J • a' n :, ~ )' ' - ' ' I I I, I -' '·"·'·''''''"''"' .· ,n,, %,, '"'" ,. . "'" ...... , '""' /j' -. ' -~----- n n n n n n n 0 innnnuin nnn1nnnn J ' A • , n ' " 1. G" ~ ~: m qa:i:Ntn ' .i:,. "' oo , a "Tl ' 0 ' 3 19' -5" I, . -I ' .. -.~_-_.,-..,.-.. -,.,-.,-,.--~ .. -,~-~,.. f -~--,.,__,_,_,_, ·-· I ' 0 ~ d IJJ I] 0 ~I ' ! n n n n n n n n n n n n n n n n n n n n n Fl 0 .i:,. -.i:,. Ill a, Zl (/) .. "Tl g -3 20' -4" •"• 'a 0 ,•-• ,.,~~·•,-.•,,,,,.,.,~ q,,,.,.,,-'--···--"- ' % ----, -- . , . ·-·· '~ ' ,. ' ' ' { I I '~ I ! ~ . ' ' iunnnnnn ' !ii nunnnnna n n n n n n n n ' . nnnnlin J ' Fi" .i:,. ' -N ! A\ a, Zl (/) .. $ "Tl g 3 ' ' 19' -O" i ~"-., -'•> ,~,_r,_.,-.,,-. ,, ,.,,·,~-• ,,0-s-,,,,,,.,,.,, ->' ·c<,.,' .-,~-~ .. ,-~ ... ~ ....... ~ ...... , -• -·""" ,> ,..-,,-..-." ·-·----~-~,.,,.,,.-.. -.... , .. -~-----,.-. ........ -- /" 8> ')> ~ ' MARK DATE DESCRIPTION CEDAR RIDGE CHURCH 1 11/28/2012 PLAN REVISIONS --- 11411 SE 164TH ST RENTON, WA 98055 CEDAR RIDGE CHURCH -·--·--- FE~ 1 8 "I'' [._, -J l •; ' l ~ (/) < ·:__:L.: •. '.::.L _ - '° ~ 0 N ~ N" ~ ~ N il g . c3 I§. i w I D Cl. <( ~ • :c 0 (_) Cl. ::) 0 0::: :c 1--(_) w a (.'.) z a <( -0::: >-0::: Ct: <( <( a a w (_) z ::> 0 0) C ~~ (/) 0. 0:: • w (I) w 0:: ~~ z 0:: : fil ::EC ::, z ~:s ~ ~ ~ :z 0 f-:z w 0::: ~ f-w w 0::: f- Cf) :c f- ~ ..- .- w (/) ..- ..-- ~ .- ..- ~ ~ :l; 8 I i u5 "' 1-: --.,, "' ~ ~ . ~ g~ ' ... w ~ ..r "' :3 ~ a. 0 >-I V) 1ii i;; "' ~ -F ~ ::, .. 5l ;;; "' 5 ,_, I :g a. w '< D z 0 (/) G'.i a:: 0 z I I I I I I I I . I I INV EL-473.51'-12"C ~ I /~ 1/ I I 116th AVE SE ~ ------- I I INV EL -472.00'-12"C INV EL = 471.39'~12"C ;', 8 INV EL-472.26'-12"C I '-lclFHi2--+i~!r;;'.=:==t=.=-=.=-.::s:;=?.::..1 ·::~=-7-:·o~. o.::·.::~::..-.-r~----1 ~:: 150.00' ~ N V Ci: p --ss-·--~ss -=-1=i=:ll© EX CB (TYPE 1) RIM EL = 472.9+. '-.J INV EL~ 470.14'-12"C E/W FOUND MON IN :cASE INTER MON FOR' 114th AVE SE (B/14) EX CB (TYPE 1) RIM EL -, 471.85' INV EL ~ 466.70'-12"C E/W UTILITY CONFLICT NOTE The Contractor shall be responsible for verifying the location, dimensions, and depth of all' existing utilities, whether shown on these plans or not. By pot holing the utilities and surveying the horizontal and vertical location prior to construction. This includes colling the Utility Locate at 1-800-424-5555 and then pot holing all of the existing utilities at locations of new utility crossing to physically verify whether or not conflicts exist. Location of said utilities as shown on these plans are based upon unverified public' information and ore subject to variation. If conflicts should occur, the Contractor shall consult Touma Engineers and Land Surveyors to resolve oll problems prior proceeding with construction. ~ z INV EL 467.51'-12"C IN L -467.51'-12"C -___ .,_ __ ~ ---·---, - THE PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON S01 '07'00"W ·-··--·-- 2 " PL A 6" 768.02' --·--·------------ --•G 4b(r§)1---·-.. -r-., GRAPHIC SCALE k--80 I l ( IN FEET ) 1 inch = 40 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: 113th AVE SE (S01 '07'00"W) A BENCHMARK: CITY OF RENTON MON #1640 V NW CORNER OF SEC 29-23-5 3" BRASS DISK W/PUNCH MARK AT THE INTER SE 164th ST & 116th AVE SE ELEVATION = 466.08' (NAVD 88) 1'0 I SITE BENCHMARK: TOP OF MONUMENT CASE AT THE INTERSECTION OF 114th AVE SE AND SE 164th AVE SE ELEVATION = 472.95' (NAV088) ·-·-·-·-·-·--·-·- ,>oo ,1"' / / 10"ELM / LM / r,-----,r--·---~ i:-C, I ea~==-" e,O : ' ' ' ' L_, _____ .J 1 ~"ALDER / 678.92' ------------ INV EL = 462.36" -12"C r -·-· 12"MAPLE / 'f'>.J~i>PLE / / ~1 /J / 0 // / / / / @ wetland / y / / / / / / LEGAL DESCRIPTION LOT 2. BLOCK 5, AKER'S FARMS NO 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 100 FEET OF THE NORTH 150 FEET OWNER INFORMATION CEDA.R .RIDGE CHURCH 114·11 SE 164th STREET RENTON WA 98055 ... _,. __ --., SURVEYOR INFORMATION TOUMA ENGINEERING AND LAND SURVEYORS. PLLC 255 SW 41Sst STREET RENTON, WA 98057 OFFICE; 425-251-0665 CONTACT; DAN TOUMA EMAIL; toumoengineering@gmail.com / LEGEND g CB (TYPE 1) IT] @ STMH (TYPE 11) o ® SANITARY SEWER MH n " WATER VALVE * 1B WATER METER/SERVICE 0 -6-FIRE HYDRANT @ -o-UTILITY POLE D E-GUY WIRE + ~ SIGNAL CABINET IZl POWER JUNCTiON BOX El, :0: LIGHT POLE III GAS VALVE W POWER VAULT ~ POWER PEDESTAL 0 wetl d / TELEPHONE VAULT TELEPHONE CABINET SIGN CONIFER TREE DECIDUOUS TREE MONITORING WELL MAIL BOX PK NAIL MON IN CASE/ EX REBAR / PIPE AS NOTED / / / / / / I I / / / ,1• ,1'l- .. Q KJossoo-•"'o •"" •"' 7_;, s / / / •"'l- ,.,o / / / / / SURVEY ':; ,. FEC:: 1 8 2111, .. ,. -----~-----. ........ .,_.,.....,.......,-"'T"'"'-----------------------------------------·---------------------------------------------- , z :s a.. >-0:: ~ z w > z - w w Q:: I- ~ z 0 I: 1-o Z ~w 0::: 0::: I: f-..:' Ow WW (.'.) ~ 0 (/) - 0::: I: 1- "'sj-0::: T- c§ -- W w 0 (/) NX 0 < -.... .!, ~ () z ---- FOUND MON IN CASE --.J IN1ER MON FOR 114th AVE SE (8/14) - I I I I I I I I I 116th AVE SE ------- b 0 . '\lb ~ so1 ·01·oo·w ·-·-·-·-·-·-· ·-·-·-· 150.00' ------. 0 0 _, g THE PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON ' C ------~=-,---c:z:::;=f--:--'t---'---' '---{----(----(---:;-0-::G-;:--i--iJ• V :-~:: :,,-: -. ' cP 1 : c.,CJ°" : E I I I ! I I E ' . -------~ 15"ALDER --------- 768.02' wetland / / / / LEGAL DESCRIPTION LOT 2, BLOCK 5, AKER'S FARMS NO 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, IN KING COUNTY, WASHINGTON; LEGEND 7_> s GRAPHIC SCALE 0 ~ ~ ~ 00 I 1 L I ____ ___.I ( IN FEET ) 1 inch = 40 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: 113th AVE SE (so1 ·07·oo"W) £ii,_ BENCHMARK: CITY OF RENTON MON #1640 V NW CORNER OF SEC 29-23-5 3" BRASS DISK W/PUNCH MARK AT THE INTER SE 164th ST & 116th AVE SE ELEVATION = 466.08' (NAVO 88) SITE BENCHMARK: TOP OF MONUMENT CASE AT THE INTERSECTION OF 114th AVE SE AND SE 164th AVE SE ELEVATION = 472.95' (NAVD88) / / wetl d / / / / / / / I I / / / ./ / / / / __ ., o,,'l- / / / / / / ~ TREE TO BE REMOVED EXCEPT THE EAST 100 FEET OF THE NORTH 150 FEET OWNER INFORMATION -e:}-rntt·To BE RETAINED CEDAR RIDGE CHURCH 11411 SE 164th STREET RENTON WA 98055 SURVEYOR INFORMATION TOUMA ENGINEERING AND LAND SURVEYORS. PLLC 255 SW 41 Sst STREET RENTON, WA 98057 OFFICE; 425-251-0665 CONTACT; DAN TOUMA EMAIL; toumaengineering@gmail.com TREE