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Home My WebLink AboutLUA14-000335_Large Formatci [L ~ I 0 ~ LL f-, 5:i "' -0 N 0 () Ji ~- ~ I ~ <( LL f-, LL 0 ~ w (J) z 8 z w ~ ~ 0 w (J) ~ [L X w f-:::, 0 I f- 3:: i z "' 0 w ~ 0 ~ z 0 w 0 :::, 0 IE [L il! w "' 5 z ~ f- 0 :i: 0 ~ w U) w "' ~ (J) U) w ~ il! <( r? I " ii: ~ ;;! () a: ~ ~ 'i: ~ <( I:: , LL 0 ~ w [L 0 0: 0. w F' U) z w "' w I 0 w z ~ 0 0 ci LL z ~ 0 :i: ci ~ '!! F' 08" x 08' Em.lur'Jl-'.Sl1.1111in-1 Pia.in Column P ,\ C I F I C: Round Shaft w/ True Entasis Tapered Smooth Finid1 -Ready Tu Be Puinted COL lJ MN) P:ut ~rnnbcr: ESOiHJl;Rft·'Sc\l UTU ,ij~ W, :.,11,h,ri Rd. ll1e,, '.:A \·!~il ·1,,Jl l'ru, (~Oi'J) l•) 4 -l •.ln l.oc,I· (,i-;J iJ;,%1,r.i l'"· Fl JJ 2,1.%lA ,~!«c, P·" i ftccd u,,, "'· <or, •. ow ..... dti e<,,h!Jo m. CtjJE< 0 20ll Pi.1dfic Coitmms Im;. -Alt Rights Reserved -Jmiuury ll( 2015 Tuscan Capital Tuscan B.c;c - D ('' '' .. ,cc.)~ ,. E ' ----_ _[ i" ~--. -··---" ,;::. ' A >i ----A (·---(ilmmd) c~pk-l Di mcn.,iom Total Plinth Bdot'. Muuldlug A C I) E C-D A B C D E ( ')" ,. J.:43; ,~5/16" J .J(8" 9-7/8" 2-11116" 1()~7.18" l• 7/'i!," 1-3/4" 5/8" 4-1/4'' - Sh.ift Spccifiicntio11s r·· .. ·--~---=: --'--,,.. ~'r. r'-l · ' t . I '~ 1 r c.1:.~~ ii iJJJ '. ') I '®'' ,. I -/ p,,/ ll.,a..J 1 ' , L /, "'-.L . .J 1{-j!bt1 .; ~ ·~.H~Hili -l\,w,,,ik Ot1tsldc Di.1nteter .Inside Diamclcr Flutiug Spcc!f1rntio.ris Pl.in Type Bouom Top Bottom Top Numtx:r \V1dth W' 6~112" <l-Ji4" 5-Ji2" NIA NIA Pllm R Column Spccifh:c1t[ons Trimming Column Hcigll1 Loa<l Bea.tin~ Cap,1cily WJO irncrkring W/ flute'> WIO Jrn~1k1ing Willi 'fapered ,. 10000 lbs. NIA N/A Other lnfornrntion Material lnsidc Po,t Dimu~wr W'.'J~ht Shafi CnpLt;il Base Rouud Sqllilrc Sh:1ft Capital Base Tota! Enc:urn-S\1mc Ur~11iflne Eui.lu,·,1-,';1\!lt•· 5" ].Jf2"' 71. ll,,,;.. J lbs. 81k tl.1 lhs. ~.~u1er1nt 1'1'111 ryr~ Aµplicctii1111 ---+-------------------------; \mn01r. Pink-h R,;1.dy t·.• IF~ [l,1int.:d ® COLUMN DETAILS D ·--------N-TS 1 HR. RATED FIREWALL AT DEMISING WALL (1) LAYER OF %' TYPE •x" GYSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUDS AT 16" 0.C. STAGGERED 8" O.C. ON A 2XB WOOD PLATE WITH 6d COATED NAILS, 1 "!t:" LONG, 0.0915" SHANK. ,r HEADS, 7" o.c. J ,r BATT INSUL ON EACH SIDE OF IN STUD SPACE. JOINTS STAGGERED 24,. ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID HEIGHT (LOAD BEARING) SIMILAR TO GA FILE NO WP 3360 1 HOUR FIRE RA TED ©f--_____ TY_P_IC_A~L_D_E~M_IS_IN_G_W~ANL=~ -PYRO-GUARD' Treated Plywood. 15132" min. 112" or 6/11" Type X Gypsum Sheathing rt;'==:::.:. ::,-;:,,::.:: :t ==:..:::.: .... -.,~-.:_c.....c:..-:~,... . .. -.. ----·-r PYRO-GUARD Treated Wood S!uds@ 16" O.C 518" Type X Gypsurn Wallboard . Interior Side FIOUR.E: 4-1-HOUR FIRE'.-RESISTANCELRATED EXTERIDR WALL ASSEMBLY Usa wOOro wall !,s requtrfrd to bo lir&-f-.!stanu..raM<l rrom !h4 ,s,x:Hrfot and !nrarlor sides. (ESR-17911-IHR) lrffE.RIOR SIDE: Ooo I.ayer Jt..ioch (15. 9 mm) Type X 9yp-.;;11rn w:alboard applic-d paraHal wi1h or at rigN ar9lw, to B100S fastened w!th GWB· 54 ri.ail.s at a iw.::htis (203.2 mm). o.c. or El in<:hwi (203-.2 mm) o.c. ,;,r, tho ,rs,jglss and doub1e 1iaiJe.d !fl the flel<l at 12 mctiw. (JOU! mm) IH. 'Jf 111~--irdt (-31.75 mm) T'.,'1'8 W dr)'wafl scmws al 16 in~;; (400.4 mm) o.c. AJI 6.xr,ooOO }oint'i, fid1 and oc;rnw hoods must 00 tovb/00 Witll t.lpe-an<:n joint oompolliid in aocom aoc.o with ASTM -GB40 or GA2'16 STUD CAVITY INSULATION: Whoo IJW'J Wsitli a 'h•lllctl /12.7 mm) T:,p..:X gwwm J~,ercn 1/w c;,;leriof? side, 5~ l>Otween the SIi.ids are C01l!pl£J!Jily fillOO with glass fibef minur.al woo OOtts ·,.,e,ighing 11ot h::-ss than 2 pouwJs ?Of cooic loot (0.6 P1}U!Kl J.)Q"l squarn fool of wait sl.H!Jal),.,, rr.dwool ~ lll:!g n~ml \ioMI M~ wl'Hl}hin1 Mt JM~ than 33 poun,js -~r cubic foo1 (1 poond p,ftf s,q11:tr6 fool <',f wa~ slr-lf<Ke), or;'1-llu1ow iru.1.llation having a oommal OOfi!iit)' not toss. loon 2 .. 6 p,oUOO-S p,u-cWic foot [Re-fen:~rn;H 18C Tab10 722.6.2(5)I. Whor-. usor.! with~ '1,-im:h (1 s;.88 mm) Typ\"I X 9yps:00l la·1er, s1uo -::avitylooula.-uoo 1s opt10nal. EX"fERIOR SIDE· On€! !ayer'!,,, or '/,.-in.ch (15.9 mm) Type X gypsttm slleath1n9, 4S inci"ws {1.219.2 mm) wido ~~·JW ~tatt-01 to stlld-s faslunOO l11 acconlance with fll.'l,Jtufacluror's rl'l(.ornmer.dall$S and orw lay«oi ?yco-Guarcfi tr-ealOO plyw,;,od mmllllllm ·/,.,, (11.91 rnrn) ca1r,.gory thickrxm (mfet to Table 1) fa'>l:ened in au:ordaru::.: l'.l.'lth Tatoo 2304 9.1 of too IOC aru:l oovt1r!ld with a w.at.:r 1esistant llitrriet. TI\O ·~rOOrof assuinti!y can OOBltOOr as f,hown<lrwlth tho ptywoodon lhtl outslda. EXTE;RIQR flNISH: MatorHll, i11 IM m1111mum th:ick!win, as ffioQW!'OO by 18C Tat-le 14-05,2 ifm(ljed irt accortlance with th!l ma.nu.faciurura r-0aimmefK!atiooo. Virtyl Sldirlg must oot be usOO in buiklif!Q'S of Type 111 or TyPc IV oonsiructlo.!1' FIBER CERAMIC SIDING 0/ TYVEK WRAP 0/ 15/32" PYRO-GUARD" EXT. SHEATHING (SEE STRUCfURAL) 0/ ~" TYPE "X" GYP SHEATHING 0/ 2X6 "PYRO-GUARD" STUDS AT 16" O.C. W/ 5 1/2" BATT INSUL. R-21 H.D. "ECOTOUCH PINK FIBERGLAS OWENS CORNING" OR EQIJAL W/ VAPOR BARRIER 0/ %" TYPE "X" G.W.B. INT -TYP. ® TYPICAL EXTERIOR WALL B~------------~N=Ts Two Stud Corner -Preferred Option °"'--Double 2 x 6 top plate (at exterior wall) <.--.:::>sc----Drywall clip _.:,><"-2 x 6 bottom plate 0-------~C..c.O~RN~E~R_DE_T~~=! GUTTER AND DOWNSPOUTS CONNECT / 'DOWNSPOUT TO UNDERGROUND ABS PIPE -TYP. SEE CIVIL 6" ' t l/ a 1 ---------------------------------------------1 a I I I I I I I I I I I I I I I I N I I -I <D I I I I I I I I I I I I I I I I I I I ! +-~~J~:ii'i+,~i~ i:Jl . ! I I I FELT ArD 5/~" PLYwpoo WljfH CLIPiS' I I I I I I I I I I I I I RID E I l-l-'--+---1---+---l---+---l---+---l---+---l---+---l---+---l---+---+----+--+'-I +----a;, I ' ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ¢ ,~J I.\~ \..lo" '{)-I 15'-4" I 2'-0" I 2'-0" I I I I I I I I I I I I I I I ' / :, ~~ / g (o) ~ ",----f"9-~ --,.f'-----ir-f---'.bc__-'1-,,-.,-,,--------r ---1 -k----ft'c-t--Y---'7.-----f"9----'I<-,-+ 'i' /I 6:12 -6:12 1 "-· , ------./1 6:12 6:12 i"'.,._+-'-~~~+ ----t-----4-' : ~ 11 9) t;ll llr-"":====-====='":--1 6" L O 1'-0'l J1'-0" 14 6: 12 ti i 6: 12 \.: ;I 1'-0'l-.j.1•0" r-_+-6,+' ___ ,... 1'-6" 9'-10" Ir,; '1 [;: :;ill 9'-10" 1'·6" ~ -"'F =====I=====~~ f------------1 L __________ _J Q)1------------R0..,.1J.,.,[.,-=-P.,.,~....,.,.~~ 0 I co "' ' 10'-4" 6'-0" 11'-0 3/4" - CDf---------F_O_UN_D_A_T-:--~?"'4~,...=-p-:c~~--::;;~ C O N S T R U C T I O N P L A N KEY NOTES ' (D CONCRETE FOUNDATION -TYP. SEE STRUCTURAL 0 CONT. CONCkETE FOOTING -TYP. SEE STRUCTURAL G) FLOOR JOISTS -TYP. SEE STRUCTURAL © 6"' X 16" ALUM VENTS W/ SLIDES OR LOUVER. ALIGN W/ FLOOR JOISTS -TYP. ® CONCRETE: FOOTING -TYP. SEE STRUCTURAL © 18" X 3D" CRAWLSPACE ACCESS PANEL -TYP. (j) PRESSURE TREATED WOOD POSTS (FOR DECAY) -TYP. SEE STRUCTURAL © 4" THICK CONC PORCH AND STAIRS -TYP. HOLD SLAB DOWN 1" TO 1.5"1 BELOW DOOR THRESHOLD AND SLOPE AWAY FROM BUILDING. STRUCTURAL ® BEAM. s{E STRUCTURAL I @) CONCRETS FOOTINGS -TYP. COORDINATE EXACT SIZE AND LOCA Tl Oi,i W / STRUCTURAL \ 12' -10" i I I r, ,, ,,, ' ''i ,, , 2 10'-4" 6'-o" 11·-o 3/4" SEE - 0:: 0 LL REGISTERED CHlTECT /i1'C'0/?-; 2 JEFF EY FOSTER STATE OF WASHINGTON ::J 0 ..c N s.... ~ ·-c C Q) -, Cl) Q) >< Q) -c.. :::, 0 Cl) ·-Cl) cu 0 "'C C (\j .c: 0) ·-I Contact: Andrew Wang 425-246-9566 awangpro@gmail.com RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION Revisions: No: Description: Date: & COORDINATION 01-23-15 ~ CITY SUBMITTAL 02·20·15 ROOF & FOUNDATION PLAN AND DETAILS A4.0 Start Date: Job Number: 14519 ~ (l_ ~- w t: I a! " "-r , >-"' "' ~ 0 N 0 0 CL E- ~ I a! " i': , "-0 r z w U) z 0 () z ~ °' ;;: 0 w U) ~ D:'. (l_ ri'i t,; 0 I r ~ ti'. if. z D:'. 0 w -' 0 i z D w () ::, ~ (l_ ~ w '° b z ~ t: 0 :;: 0 w fr w U) ~ ~ U) U) ~ (l_ ri'i w ~ ~ I (!) °' ~ 0 CL g- t: I a! " "-r , "-0 ~ w (l_ ~ (l_ w I' U) z· Lil D:'. UJ I 0 w z ~ 0 () ci u. z -' :;;! 0 ~ ~ U) / " / ' / / " / ' / / ' / ' / " / " / " " / " / " " / " / " ' I I -MICRO I --~,.. CD ~ ' "' ®' I - \ '\ 000 000 / ' / / ' Q / / ' / " / ,, " / " ' / ' J. 1'-4" J 1'-4" J 2'-6" l 1'-4" I. ' A l---------0 WEST ELEVATION -KITCHEN 1/2"=1'-0" IDI 11 oc: w ::J (L (L ::, ' (j) 0 OCl I Cl z i---::, 0 I oc: <O oc: ::, (j) " ;;e © >-u.. DC © ~ 0 ) '---./ " - " " / / / - " " ' / / 4 / ' 1'-4" .I. b I N ' <O I "' "st- ' b I ;,-, b I OCl i ~ t ~ b OCl I OPPOSITE FOR UNITS 2 &4. © r . b I "' ' <O I "' b i I " ;,-, s: i OPPOSITE FOR UNITS 2 & 4 ' 0 NORTH ELEV -BATH 2 A l-------~~ 1/2"=1'-o" IDI 11 oc: w ::J (L (L ::, (j) 0 OCl I Cl z i---::, 0 I oc: <O oc: ::, (j) " ;;e >-I u.. DC © w > ) A l---------0 NORTH ELEV -MASTER BA TH 1/2"=1'-o" b I ro = \ 0 l -CD ) ' 0 I ;,-, ' ... 0 I ;,-, B l------~ ® EAST ELEV -BA TH 2 1/2"=1'-o" 8 ® © 0 - ' ' © -io / ' / " / CJ / ' (J) / / " 0 ' D ' / \ ) ' ' / 0 ' ' / ' N I N -'-. J ; ', "st- 1'-3" 1'-3" 2'-6" OPPOSITE FO B EAST ELEV -MASTER BATH (OPP) 1/2"=1'-o" ® 0 2' 8" -1' 8" -3' 8" -1' O" - / " / / " / \ / " / \ / \ " / / " / " / 0 ' I I ' ;,. ' I ' I ' ©--\ m------: \ II \ 0 I L _) I / " " ' / " " <O ,/ "' " I REF. ow ;,-, '" , / / " / / " / / 2'-0" 3'-o" 1'-5" D ------® NORTH ELEVATION -KITCHEN 1/2"=1'-o" R UNITS 2 &4 CD \ ) ; \, '- D 0 I ;,-, "st- ' 0 I "' ® © io L==:J - / / ' / CJ / " (J) / / ' ' D ' / \ ) ' ' / ' ' / ~ I "' -"st-; ', 1'-3" 1'-3" 2'-6" D l---------® WEST ELEV -BA TH 2 1/2"=1'-o" © © 0 ~ .,) ' EAST ELEV -MASTER BATH ( OPP) 1/2"=1'-o" A f-------0 NORTH ELEV -POWDER ROOM 1/2"=1'-o" B l---------® EAST ELEV -POWDER ROOM 1/2"=1'-0" ® WESTT ELEV -POWDER ROOM D I------~ 1/2"=1'-o" ~,.. "' I "' ~,_ ' 0 ;,. I I OCl ---,- b I ;,-, 8 0 © Q 0 ./ I in C O N S T R U C T I O N P L A N KEY NOTES CD PANTRY. SEE FLOOR PLAN CD KITCHEN CABINETS & APPLIANCES AS SELECTED BY OWNER 0 BACKSPLASH G) BASEBOARD -TYP. AS SELECTED BY OWNER. (D MIRROR AS SELECTED BY OWNER © TUB SURROUND PER AS SELECTED BY OWNER (j) WATER CLOSET AS SELECTED BY OWNER © PROVIDE TOWEL HANGERS AT LOCATIONS AS SELECTED BY OWNER ® PEDISTAL LAV AS SELECTED BY OWNER ® G) @ @ @ @ @ @ @ @ 3' 2" - 1'-5" LJI -) . 'I o_ .Q '·, Ir{.:;··,\ I _j \ , 'I ' I I\\_ 0) i , ·. / I \..::.::.::> D <$> A 8 {;@'"\>, 0:::.8. jJ ------ - L CD POWDER ROOM 1 1-------~~ 1/2"=1'-o" RECEIVED MAR 1 2 2015 CITY OF RENTON PlAMNING DIVISION Cl) ::J (]) w >< z <O 0 (]) LO -w 0 ..c Q. . . ~ 00 N ::J I-O') 0 <i:: z <i Ci::'. '-0 Cf) Os 0 ~ ·-w Cf) LL Cl) ~ Ci::'. -co wz ·-0 0 LL 0 C 0 LL I- C "'C .....J wZ (]) C --, w co O') Ci::'. -, ..c T""" -s;t" 0) T""" ·-I Contact: Andrew Wang 425-246-9566 awangpro@gmail.com Revisions: No: Description: Date: & COORDINATION 01-23-15 & CITY SUBMITTAL 02-20-15 INTERIOR ELEVATIONS A5.0 Start Date: 01-13-15 Job Number: 14519 ~ --------------------------------------------------------------------------------------------------------------------------------------------------------- c.i a: oi I- () w I- 'i: () (t'. <( LL I-, >-"' "' ~ 0 N e ~ a. ~ () w I- 'i: () a: <( LL I-, LL 0 I-z w 00 z 0 () z w I- I- O'. s 0 w 00 00 w <>: IL X w I-:::, 0 I I- ~ t;; if. ~ <>: 0 !lJ __, 0 I s . ~ 0 w () :::, 0 6! a. w <>: w "' b z ~ ;, t: 0 z <( 0 w > <>: w (/) w <>: ~ (/) 00 w <>: a. X w w a: <( (/) I- I CJ O'. __, __, <( c.i a: oi I- () w t: I () <>: <( LL I-, LL 0 i':: <>: w a. 0 <>: a. w I I- !!? z· uj <>: w I 0 w z ~ z 0 () ci LL z __, __, <( 0 z <( (!) s 0 (/) I I- '- ' N I ' 00 I Ol ' N I U) . --------------------------------------------------------------------------------,----------------c-- 19'-Q" 14'-10" 3'-0" 1 ·--;1 -!I\ X • " I) . . ( ' -' -· ' lf r"J / (t'. -0 -/ 0 w w __, 0 ow<( w <( {/) (t'. / 0 l3 . F ~v~ <( zO ' (t'. zo:, =€ "' <( oFgc ' 0 "" a, <( {/) I 00 I .,:0 S! __, z Ol {/) :::, I 0 " () "-,. slope towards garage entrance 5~ X () • 1o . JI. ' :c-, 00 I ' . ' -~ 'IY U) (t'. 0 0 18' -1" 0 w 0 slope towards garage entrance <( ' (t'. • ' "' <( ' "" I <.!) ~v~ I 00 I =€ 0, 0 I " " ' X 1o -y--" - .!l -. " ' -( ., ' o._ o._ (._ ~ ~ ~ ... ' ' ... __/ ./ 2 \ (0 0 X I • ,A-9) . " - ~ I Q)r--_____ G_R_O_U_N_D_F_LO_O_R_11_ 4 .. -~1-~~-~ RIDGE ' 00 I "' CLG ' 0 I T.O. FOUNDATION 00 GARAGE FLOOR ' 00 I I') - SHINGLES PER G.C. SPECS OVER 2 LAYERS OF 15# FELT STAGGERED AND %" PLYWOOD WITH CLIPS TRUSSES PER MANUFACTURER SPECs. 3 )," STUDS AT 16" O.C. W/ }(," GYP BOTH __ _ SIDES. UNCONDITI D GARAGES CONC. SLAB ON GRADE & FOUNDA 110N. SEE SlRUClURAL GRADE ' 0 I 0 N J RIDGE T I CLNG EL. 1 'GARAGE FLOOR EL. R-13 BATT INSUL PER MANUF RECOMMENDATION. 1X4 FRIEZE BOARD. 1X4 TRIM -TYP. 2x8 FASaA -TYP. 3• CONT. SOFFIT \/ENT -TYP, FIBER CERAMIC SIDING TYVEK WRAP 7/16n EXT. SHEAlHNG 2X6 SlUDS AT 16~ O.C. 3 1/2• BAT. INSUL. R-13 VAPOR I/BARRIER 1/2• G.W.8. TYP. ' 0 I 00 00 I "' 18" X 24" VENT -EA. END ~ -= """" ® ______ _,E,cAce.ST'-='EL=EV;,;A,_,,TI~ON 1/4"=1'-0" ®>-------~SOe,UccTH.!.-"'EL,cE_..VA_..TI.,,,,ON 1/4"-1'-0" 1----1 EJB 111111 :::: D D ~------ -1-- 1-----<DDDD ~ DD I-- ,__ ~DODD '-= DD DD - -' -0 -I -·,.._ --- -- 6:12 ' ' ' --., -- I ~ / -···-· DD - - [] [] '- ~ ~ '- ' DD ~ - - '- e= 6:12 I-----< DD DD ~ DD '~· ~1==-----__,_,..D=D=D~1--..L~........Ll.b.D=.6D~D..........,_._D=~1,___--==----_r~::1__lE~~~~~~~ - . i - I I I I I I I I I OS I I ·J L ,. 8' Ti t-' , -----~----- ·, ~ ~ -~ i I I I I I I I ~ I I I OS I _J ©1---------"NO,cR,cTHc..cEc,LEc;,VA;,cTI~ON 1/+"-1'-0" GUTTER AND DOWNSPOUT -BOTH SIDES. SEE CIVIL -TYP. ( 1X4 TRI M -TYP. Cl) Q) w ::J >< z (0 0 Q) LC) -. Q_ w 0 .c .. > <X) N ::::J I-<C 0) 0 0:: s..... Cl) <C z <C Oos 0 ~ ·-w Cl) Cl) I-0:: -LL co <Cw z !RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION ·-0 C (.) LL Q 0 LL I- C "O .....J w z C -, w Q) co 0) ...., -.c: ..... 0) 'Sf" ·-..... I Contact: Andrew Wang 425-246-9566 awangpro@gmail.com Revisions: No: Description: Date: 0:: & COORDINATION 01-23-15 & CITY SUBMITTAL 02-20-15 GARAGE A9.0 Start Date: 01-13-15 Job Number: 14519 t 1 . I i ' ' i• ' ! HIGHI.AND OASIS DUPLEXES, RENTON, WA A PORTION OF SECTION 4, TOWN$HIP 23 N., RANGE 5 E., W.M. 1419 JEFF'ERSON AVE., NE, RENTON, WA 98056 SCALE: 1 "=20 FEET 8' WIDE ASPHALT DRIVEWAY- 2" ASPH OVER 6" i" (-) GRAVEL TIE INTO EX GRAVEL DRIVE (TYP) 24' WIDE DRIVEWAY 6" i" (-) GRAVEL TIE INTO EX GRAVEL DRIVE (TYP) () C- \ I p----, 0 I 0 20 40 ,n I Ui I : I !~50 LF LONG x 4" WIDE PAINTED FOG LINE ·.. AT TAPER ( \ / h INSTALL ASPH WEDGE TO / DIRECT STORMWATER TO CURB SITE / 1_------r_ \ ,-\ ---------------1.5' ROW DEDICATION \i INSTALL 70 LF 6" PVC SDR35 SIDE SEWER j_._ 1,. \ \ \ \ 6' HIGH SOLID WOOD EENCE , \ AROUND PROPERTY ~r ~ ~-1 ,.;, ~ u:, ----, I \ ao <9 'Ii:, ~ '?::, --383-I j ,!, \:i _ j'; (' ,, TO EA DUPLEX MIN SLOPE 2% W/ 6" SURFACE CLEANOUT 5' FROM BUILDING. INSTALL 6"x6"x6" WEE W/ SURFACE CLEANOUT AT I, I, \ \\ \ ~ L-..--·-zc::> -_·-·· . f:J c. \s PROPERTY LINE PER CITY DETAILS _ _ -------~---_ '----I \ ' I l ______ ,l \ ~ ----~ \ \ I ,, -~ i" DOMESTIC WATER SERVICE & METER ASSEMBLY FOR EACH UNIT REQUIRES CONNECTION PERMIT INSTALLATION PER CITY DETAIL 320.1 ,,, ,J><"""-""''BBSBL-+--+ BS <-:::::::. B TWO CAR GARAGE FF= 378.00 TWO CAR GARAGE FF= 378.00 .-· -18S8 GRIL I '··,. 30. 00 . -. S DRAIN N SLOPE lA.! ---r---. _-"" --'-~ I . ~I • I 130.00 CONNECT TO EXISTING SS MAIN W/ 6" SIDE SEWER FOR EACH ·, --, DUPLEX VERIFY LOCATION, ·o Ou, DEPTH, AND CLEARANCES "· ' PRIOR TO CONSTRUCTION. USE -~ 6" PVC SDR 35 PER CITY DETAILS ' 406.1 & 406.2 OBTAIN CONNECTION PERMITS PRIOR TO CONSTRUCTION 378 ------------~ 22'X2'X2' GRAVEL FILLED DIPSERSION TRENCH PER DET THIS SHEET TRENCH TO I • Y4' WIDE CONG SHOULDER (;;)\ ---·· ···--,,,; ·. ~-~EX SSMH BE SET FOR UNIFORM SLOPE TO VEGETATED FLOW PATH (TYP ONE PER DUPLEX) l" DOMESTIC WATER SERVICE & METER ASSEMBLY FOR EACH UNIT REQUIRES CONNECTION PERMIT INSTALLATION PER CITY DETAIL 320.1 4' WIDE CONG SHOULDER , ), \ RIM 380.58 ----U) IE 6" E: 371.55 I IE 8" N: 371.17 "')=-~~--+----4]-~o--W -. ·---- 11 5 0 'J!) IE 8" S: 371.11 50 LF LONG x 4" WIDE PAINTED FOG LINE FOR TAPER 111, 1 STA 0+00; 39.09' SAND 25.53' E OF SE PROPERTY CORNER n J LEGAL DESCRIPTION LOT 13, BLOCK 46, RENTON HIGHLANDS, NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92-98, RECORDS OF KING COUNTY, WA. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE: LATEST EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS, AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON CONSTRUCTION INSPECTION DIVISION. 3. AN APPROVED PLAN SET MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION FROM APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. CONSTRUCTION STAKING: 7. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET 13Y THE SURVEYOR/ENGINEER AS REQUIRED. THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE DESIGN ENGINEER OR BY A LICENSED LAND SURVEYOR .. NOTE: THE CONTRP-CTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 8. ANY APPROVED CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED, OR WHEEL CUT LINES. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION, THIS EXISTING ROAD SHALL BE REPLACED WITH AT LEAST 3 INCHES OF COMPACTED CL "B" ASPHALT CONCRETE, 6" CRUSHED ROCK SURFACING TOP COURSE (5/8 INCH MINUS), AS REQUIRED DEPENDENT UPON A SOILS ENGIHEER'S RECOMMENDATION AND TESTS. IN NO CASE SHALL THE REPLACEMENT BE LESS THAN THE EXISTING SECTION. NE 12TH ST VICINITY MAP BASIS OF BEARINGS PER THE PLAT OF RENTON HIGHLANDS N0.:2 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGE'S 92-98, RECORDS OF KING COUNTY WASHINGTON. ACCEPTED THE BEARING OF N 1°07'46" E FOR KIRKLAND AVENUE SE BASED ON FOUND MONUMENTS IN CASE. LEGAL DESCRIPTION LOT 13, BLOCK 46, RENTON HIGHLANDS, NO.: 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGE'S 92-98, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BARED ON KING COUNTY BENCH MARK RENT57, A BRASS DISK SET IN CONCRETE, 0.5' BELOW TOP OF IRON MONUMENT CASE AND COVER LOCATED IN THE INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE. ELEV.:326.4318 (NAVDBB) 1,0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR+ 1.0' FOR THIS PROJECT. PROJECT DATA 1. TOTAL LOT AREA: 0.257 ACRES, 0.253 AC -11,051 SF (AFTER DE[)iG\JION) 2. EXISTING ZONING: RMD -RESIDENTIAL MEDIUM DENSITY (R-14) 3. GROSS DENSITY 15.76 DU/AC, DENSITY BONUS REQUIRED DENSITY CREDIT SUMMARY: (a) 1 AFFORDABLE HOUSING UNIT W/ (b) SHARED HOT TUB IN REAR YARD 4. NUMBER OF UNITS: 2-TWO STORY DUPLEXES; 4 DWELLING UNITS:TOTAL BUILDING FOOT PRINT: 1,330 SF/DUPLEX, TOTAL AREA; 2,660 SF EACH DUPLEX MA~IMUM BLDG HEIGHT: 30 FT • 5. LOT COVERAGE CALCULATION: Alot;11,051 SF, AbldFootprint; 2,75q SF, Adw&sw;1, 150 SF, TOTAL Aimp; 3,900 SF; 35.3% IMPERVIOUS j 6. PARKING PROVIDED: 6 STALLS (D/W AND GARAGE OF EA DUPLEX· 7. BIKE PARKING: 1ST FLOOR CLOSET UNDER STAIRS, TOTAL 4 SPAdES 8. SOURCE OF SEWAGE DISPOSAL & WATER SUPPLY: CITY OF RENTON 9. GARBAGE & RECYCLING: CANS TO BE STORED IN GARAGE FOR EACH UNIT 10. COUNTY PARCEL NUMBER: 722780-1625 11. SGS SOILS TYPE: ALDERWOOD SERIES 12. OWNERS/ CONTACTS JENNIFER ZHOU 12419 NE 140TH ST KIRKLAND, WA 98034 PH 425-965-8863 /1URVEYOR: MXP CONSUL TING PO BOX 1637 ISSAQUAH. WA 98027 425-837 -8083 LEGEND -0= p EX. POWER POLE f--EX. GUY WIRE De EX. POWER VAULT A-"' EX. STREET LIGHT OT EX. TELEPHONE MANHOLE OT EX. TELEPHONE PEDESTAL DTV EX. CABLE PEDESTAL as EX. SEWER MANHOLE oCD EX. CLEANOUT on EX. STORM MANHOLE oCE EX. CATCHBASIN oVM EX. WATERMETER oBD EX. BLOWOFF .Q EX. HYDRANT <xl EX. VALVE • EX. CONIFEROUS TREE 0 EX. DECIDUOUS TREE -"-EX. STREET LIGHT 0 NEW SEWER MANHOLE • NEW CLEANOUT 0 NEW STORM MANHOLE [al NEW CATCHBASIN 0 NEW YARD DRAIN • NEW ROOF DRAIN !'a NEW WATERMETER .. NEW HYDRANT ~ NEW VALVE [;l NEW PRESSURE REDUCING VALVE NEW WATERMAIN . NEW GRAVITY SSWR -NEW STORM DRAINAGE 460 · · EXISTING CONTOURS, MINOR -160 -EXISTING CONTOURS, MAJOR .. NEW STREET LIGHT " ELECTRICAL JUNCTION BOX D ELECT. SERVICE DISCONNECT Iii ELECTRICAL TRANSFORMER THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESSCERTIFIED BY THE LAND DEVELOPER, LLC CONTRACTOR AS-BUil T: THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT DRAWINGS THAT SHALL INCLUDE, CLEARLY AND LEGIBLY MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, AND ANY ALTERATIONS MADE TO THE FACILITIES BEING INSTALLED. SAID DRAWINGS SHALL BE MARKED "AS-BUILT" AND SHALL BE SUBMITTED TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT. ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BE REVIEWED AND APPROVED BY THE LAND DEVELOPER, LLC TOPOGRAPHIC NOTE: RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. ~I in z 0 cii > w ct'. = 0 I-::, --' 0 en Cl LU 0:::: LU LUo =-, (9--: = 1:5 LUO.: q.>o 0:::: qj LU ::,; a_ UJ Oc:::i --' C, LU< G'.i :5 Cl UJ Cl i:!: = <C '\, _J -~ UJ .!Ji ::c -~ I-~ ..- 0 LO co E Ol ~ 0 (.) ...: Q) Cl'.'. 0.. 0 LU Q) I-> ~ Q) -0 -0 ~ C ::J m Q) I- . -("t",1 ..c 0 r-. ...., N Ol@) 'Sf" ('") .;,: v 1 ·c >< 55 Q) Q N ..:J co~-0 <( 0 (.0 ~ 0.. ~LU DRAWN BY: EB""A-'----I DATE: 3-6-2015 AGENCY NO.: -----t SHEET: 1 OF ~~~ JOB N0.: __ 14_-0_8_2 __ 11 I I ' • I BS B TWO CAR GARAGE FF= 378.00 ~ d' SB \ ( TABL~ ~ SB /;, CONSTRUCTION STAKING: TWO CAR GARAGE FF= 378.00 SB THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE DESIGN ENGINEER OR BY A LICEN:3ED LAND SURVEYOR .. NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 800.424,5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ) I 01 <;;i ·o ~--- \ C t i I ~ ' I \, ' '•, I ZIG-ZAG LINE ' ' ' --UNIT3 -~ FINISH FLOOR RESIDENCE = 382.5 UNIT4 :>9 ~ FILTER FABRIC FENCE (TYP) DEPICTS CONSTRUCTION LIMITS (TYP) I THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESSCERTIFIED BY THE LAND DEVELOPER, LLC ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BE REVIEWED AND APPROVED BY THE LAND DEVELOPER, LLC .'J It) ,I 0 I I I SCALE: 1 "=20 FEET 20 .n VJ "" I I ~==t= 1/1 -~ -1! 11 ' , I VI {j) J_ I '.../) I 40 R = 25' MIN. INSTALL DRIVEWAY CULVERT IF 1HERE IS A ROADSIDE DITCH PRESENT 4" -8" QUARRY SPALLS --~ GEOlEXTILE- 12· MIN. THICi\NEss·---1 CD ROCK CONSTRUCTION ENTRANCE C2 NTS JOINTS IN ALTER FABRIC SHAU. B£ SPLICED AT POSTS. USE STAPLES, \'!RE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. I I I I -1 i--------=-==--:-:cc-----~1-i-~ 6' MAX. POST ~aNG MAY BEiSED Ll._ TO B' IF l'IIRE BACKING IS USED ~ NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR \\HENEVER POSSIBLE ®SILT FENCE NTS ·- 2•x2• BY 14 Ga. i'itRE OR EQUIVALENT, IF STANDARD STRENGlll FABRIC USED FILTER FABRIC , MINIMUM 4"x4" TRENCH / / BACKFlll. TRENCH 111IB NATIVE SOIL OR 3/4'-1.5' WASHED GRAVEL 2"x4" WOOD POSTS, SlEEL FENCE POSTS, REBAR, OR EQUIVALENT A PORTION OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINO US LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTIONPERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED .. 5. THE ESC FACILITIES SHOWN. ON;lf11S PLAN ARE·TH~ MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITIEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETILING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION UL Tl MA TEL Y AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSIOi-.J CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT.1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OFFICIALS. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. INSTALL FILTER FABRIC FENCING AROUND SITE AS SHOWN ON THE PLANS. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE TO LIMIT ACCESS TO SITE. 5. CLEAR SITE VEGETATION AND STRIP TOPSOIL AS REQURIED TO PREPARE SITE FOR CONSTRUCTION 6. INSTALL ADDITIONAL ESC MEASURES AS MAY BE REQUIRED OR DIRECTED BY THE CITY OR THE PROJECT ENGINEER TO ADDRESS SEASONAL CONSTRUCTION ISSUES. 7. INSTALL SITE UTILITIES, INCLUDING WATER, SANITARY SEWER, AND STORM DRAINAGE IMPROVEMENTS PER THE APPROVED PLANS. 8. COMPLETE BUILDING, LANDSCAPE AND STABILIZED EXPOSED SURFACES, THEN REMOVE ESC MEASURES. CONTRACTOR AS-BUILT: TOPOGRAPHIC NOTE: RECEIVED MAR 1 2 2015 CITY OF RENTON Pl.ANNING DIVISION THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT DRAWINGS THAT SHALL INCLUDE, CLEARLY AND LEGIBLY MARKED, ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND UTILITIES ENCOUNTERED DURING PROGRESS OF THIS PROJECT, AND ANY ALTERATIONS MADE TO THE FACILITIES BEING INSTALLED. SAID DRAWINGS SHALL BE MARKED "AS-BUILT" AND SHALL BE SUBMITTED TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT. THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. = C) I-= -' C) er., = LU a::: LU LU 0 = __, (!) "'": = Cl:'. LU~ en a 0::: i:i:l LU :::,; a_ LU C) Cl u::l ~ G'.i ::s =LU Cl~ = ::s \i .~ LU·~ =· I-~ ~I iii z 0 ijj ~ 0:: LU (!) ~ ~ al5 ~ ~ Q ('_? c,:, ~ ~ 'c::t :E (!) 5: ""'" 0 I.!) co E 0) ~ 0 (.) ..: (I) er::" Cl. 0 w (I) I-> ~ (I) "O "O ~ C :) (1l (I) I- ,. ct'; ,f; 0 f'-@) N o, s:t (V) ..:,,: ~ I"£:: >< ~ (I) 0 N .:J co~-0 <( 0 (.D ~ o.. ~w -.JI 0 I:!:: ::c=: 0 0 ::c=: 0 -<: (') 0 or.:( ffi ~ >-a:: ~ 0 ~ ~ DRAWN BY: ~EB~A~--i DATE: 3-6-2015 ------- AGENCY NO.: SHEET: 2 JOB NO.: '14-082 --- I I I 11 I I I I 1 I I I I I I . ' ' I I I '. ' ' ' ' I i I I ! f ----~------I • ··-·------~ I INSTALL CURB AT 2% SLOPE FROM PROPOSED CENTERLINE " 1 ;;; 1 jll _Jjr··-" ,~"':1 , . ~GRADE. CUTANDPATCHBACK 11:V[ "'/ EXISTING ASPHALT ROADWAY ' L .... J~ t'. L .. _ _f~ '-.. ; L ... ..J /__ ~ i .. ----b jl WITH NO MORE THAN 4% AND NO g;:i , ~ ">'' 1ss,;i,,; ·• >--" # LESS THAN 0.5% CROSS SLOPES SCALE: 1 "=20 FEET 0 20 ... , \ I '~ / V .( 7 TO MATCH EXISTING. ~--------·olJ~--=~1";--, ... L. . s-. ~ ".J!' . ., , -~ . · /". -- ' ' ' \'" \~ SU'-~~ 1 7.40 --'1! ~ i_N \ '\\ •• 1 "'-. ~-~ n.i '-""-·''" , q, __ --& tt +> 38 / "-.U _., \~ --, _ _ __ _ ·--. ,-/-./· :, ..--,/'J ,,,. I \ ,·-~--., . 13S --· -·---~:;s -------- i, I\ ·,,"-.. . 11 o';"--V p-0/ ~ Vt/ \ \\ --ss--_ _ -~ ~----____ $!-s:; .. _ , ____ s~ --------·· . --s, -----, c; ., ~%;: }~ 'I-. -·· si -'cc---s,, --~ .::...:::: -so·--·· - -I \-STA0+39.36,13';LT-,// .,/ ... 1 /-~. 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DEDICATION NEW SIDEWALK DEMOLISH EX/ PAVENT NEW CURB & GUTIER NEW ASPHALT TAPER PATCH BACK SHALL BE 4" ASPHALT OVER6"CSTC 13.00 15.46 EX 2% SLOPE VERIFY -. EX STREET/ PAVEMENT •.' , .. ,: :· ·.- NOTE: INSTALL STREET IMPROVEMENT PER CITY OF RENTON AND WSDOT STANDARDS ',_ .. CD JEFFERSON STREET SECTION - NTS ' ... ;· ' w z ..J ~ w [l_ ~ [l_ 40 ' • ·<:,, ------------------------- RECEIVED M~R 1 2 2015 CITY Of RENTON PLANNING 01Vlil9Nl THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESSCERTIFIED BY THE LAND DEVELOPER, LLC ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BE REVIEWED AND APPROVED BY THE LAND DEVELOPER, LLC NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO '3E RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. ~I iii z Q U) ~ a:: LI.I (!) ~ ~ a.a ~ ~ Q Vi ~ ~ oe::( :E (!) :i: IJ.J (!) ~ LU :-:! -}§ ~ Q ct: Qc,5 a... Qc,5 (!) :c: :-z; ":::t: Q ~ ~ (!) DRAWN BY: EBA -----1 DATE: 3-6-2015 AGENCY NO.: ----1 SHEET: 3 OF 31- JOB N0.: __ 1_4-_0_82 __ I ~----·----·-·--·--·-----------------------------------------------------------------------------------------------------------------------------------------------------------------~ -----------------------------------------------------------------------------------------1 ----------- 0 ' \ I, --,··-, , .. , '' ff',-' i WOOD CHIP AREA f---,.--r' ------;---,- ,- !/ l __ ''" l"a. __ :---~~-1:·1-.-~-{"J .., ( r' ' < .. ,.. •_ ,L, -A,.,-.;; ; 4 NO~E: CD SINGLE-OUTLET EMITTER: RAIN BIRD XERI-BUG EMITTERS XB-20PC 2.0 GPH OR .0333 GPM 0 1/4-INCH TUBING STAKE RAIN BIRD TS-025 0 1/4-INCH VINYL DISTRIBUTION TUBING: RAIN BIRD DT-025 G) TOP OF MULCH ® INSERT FITTING: RAIN BIRD 1/4-INCH SELF-PIERCING BARB CONNECTOR SPB-025 ® PE PIPE, RAIN BIRD DISTRIBUTION TUBING XT -700-100 0 FINISH GRADE ® NOT SHOWN USE END CAP AT END XT-700-100 PIPE RUN 1. USE RAIN BIRD TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO XER/-TUBE. 2. ,USE ONE OUTLET EMITTER UNIT SET-UP PER SHRUB AND TWO UNITS PER TREE WATER EMITTER UNITS NOT TO SCALE 8 11 LOCATED IN SW/4, SW/4 OF SECTION .~ 589° 22' 48"W 130. 00 130. 00 G) PVC SCH 80 NIPPLE (CLOSE) @VALVE SOX WITH COVER; 24-INCH SIZE @10 TAG; fvl.lN BIRD SERIES ID TAG 1 0 WATER PROOF CONNECTION RAJN BIR.D SPUCE-1 (1 OF 2) @ 30-INCH LINEAR LENGTH OF WIRE, COILED © FINISH GRADE 0roP OF MULCH ® PVC SCH 40 COUPLING 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 ELL @PYc SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 4-0 ELL @ PVC SCH 40 TEE OR ELL @BRICK (1 OF 4) @3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL @PVC MAINLINE @coNTROL ZONE KIT: RAIN BIRD MODEL XCZ-100COM @PVC SCH 80 UNION FOR Q SERVICING ASSEMBLY \!3 PVC SCH 40 MALE ADAPTER @PVC LATERAL PIPE ~+-:' XERIGATION CONTROL ZONE KIT NOT TO ~CAI.£ • •. ,,·,, ,S' -~ : Y,, ' 0 . v 3/4 ;; ' ',, 1' 3/4" 'r, .. _____ i /<'.'.] I ,,,---- 4 NOTE: ' / -(_'!?\ 3/4" 3/4" I ()I 314': II --ct I " 3/4" 3/4" 1, () ---I --011 w z w > <C z 0 (J) 0::: w LL LL w --=, CD FINISH GRADE/TOP OF MULCH ® QUICK-COUPLING VALVE: RAIN BIRD MODEL 33Df8) 0 VALVE BOX WITH COVER: 6-INCH SIZE © PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ® BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL @ PVC SCH 40 TE£ 0 R ELL ® PVC MAINLINE PIPE @ PVC SCH 40 ELL @ 2" x 2" REOWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FlmNGS AND PIPING NOMINALLY 51:Zrn IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. @ QUICK-COUPLING VALVE --~'""'~--- I ' W.M. IRRIGATION MATERIALS SCHEDULE SYMBOL MANUFACTURER MODEL BODY NOZZLE PSI LAWN USE 1804 / SHRUB USE 1806 '1 RAIN BIRD MPR 1800 12HALF 25 w-RAIN BIRD MPR 1800 12QTR 25 ~ RAIN BIRD MPR 1800 8HALF 25 GJ-RAIN BIRD MPR 1800 8QTR 25 ©-RAIN BIRD 33 DLRC QIUCK-COUPLING VALVE WITH-330K VALVE KEY WITH-SH0-0 3/4" HOSE SWIVEL WITH-# 2049 COVER KEY POINT OF CONNECTION; !POC.! to be installed per construction details. 1-1-1/2" gate valve 1-Wilkins 500, pressure regulating valve GPM SPACING 1.20 12'R .60 12'R .47 8'R .24 8'R 1-1-1-J/;z" Febco Double check valve or approved equal 1-1" Rain Bird 1" 44rc quick coupling valve PIPE: with hose swivel and key. --Main line piping to be Class 200 pvc, minimum depth 18" soil cover ----Lateral line piping to be Class 200 pvc, minimum depth 12" soil cover (S) Sleeving pipe to be, sch. 40 pvc minimum depth 24" soil cover (At all possible location that an irrigation might pass under any paved surface) (also provide second sleeve for irrigation wire within same sleeve trench) ~ Control Valves to be Rain Bird PEB series, electric, remote control Ives. Housed one per valve box. see notes for box. A-1 H/2 20.00 GPt.1 va i-------Clock station number control valve size --gallons of water per min. Rain Bird 7 station ESP-Modular capacity. DRIP IRRIGATION EQUIPMENT: ~ Distribution tubing XT-700, I \ -·t .. ' Series Con troll er wall ' rrounted -I \ I minimum depth 2,, ·1 h' m1c 1cover i ' outside REFER TO WATER EMITTER UNITS DETAIL TO DETERMINE MATEflALS NEEDED G) SINGLE-OUTLET EMITTER: RAIN BIRD /T\ Drip Control Valvk,, XERI-BUG EMITfERS XB-20PC .J] 2.0 GPH OR .0333 GPM I 0 1 / 4-INCH TUBING STAKE: RAIN BIRD TS-025 G) 1 / 4-INCH VINYL DISTRIBUTION TUBING: RAIN BIRD DT-025 A-1 1-1/2 20.00 GPM ----- I Clock statipn number control valye size gallons of ~ater per min. I G) ® TOP OF MULCH INSERT FITTING: RAIN BIRD 1/4-INCH SELF-PIERCING BARB CONNECTOR SPB-025 Control Valves to be 1Rain Bird XCZ-75-PRF,1 ® PE PIPE: RAl~I BIRD DISTRIBUTION TUBING XT-700-100 0 FINISH GRADE ® NOT SHOWN USE END CAP AT END OF XT -700-1 00 PIPE RUN electric, remote contrpl Valves! Housed one per valve Jbox. see notes for box. PIPE SIZING CHART I VALVE SIZING CHART PIPE SIZE GPM TO GP! ~ALVE SIZE GPM TO GPM 3/4" 0 -10 1" 0 -17 1" 11 -16 , 1-1 /2" 18 -35 1-1/4" 17 -26, 2" 36 -55 1-1/2" 27 -35 2" 36 -55 j 2-1/2" 56 -80 BASED ON PVC CLASS BASED ON RAINBIRD 200 IPS PLASTIC PIPE \ PEB SERIES VALVES 5' PER SECOND VELOCITIE( 0 10 20 RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION 40 © z Scale 1" = 1 O' CONTOUR INTERVAL 1 FEET I.... Q) C $ 0 (.) ro +J C 0 (.) w ...J I--I- I-w w I CJ) ::::::i 0 ..c N I.... ~ C C Q) """') oc:s ::2::: <C __J a_ ::2::: C) I-- <C c::> 0:::::: 0:::::: E 0 (J U1 z 0 U1 > lei CL c:::) ::2::: LU c::> LU __J ::2::: C) I-- <C c::> 0:::::: 0:::::: F. W Bushell DESIGNED BY Februcry 17th 2015 DATE 1"=10' sea e SHEET 1-1 MINUS CRUSHED ROCK~ ' COMPACTED SUB-BASE CONCRETE SIDEWALK A.C. PAVING OR OTHER PAVING SUR\CE CONC. CURB, EXTRUDED OR PQUREO IN PLACE OR NO CURB AT ALL " :· .. , ',,Ii' I 111 ,. I FOOT MINIMUM PAST CURB O, ao oo : ; o· 1 I~ I, ,,111 11 ,111 11 ,I I I, ,,111 11 ,11 l~IqRii L , . ;?f,~oi/APE SLEEVE PIPE TWO TIMES THE NOTE: SIZE OF INSERTED PIPE (PROVIDE A SLEEVE FOR WATER PIPING AND A SECOND SLEEVE FOR WIRE) VERIFY METHOD OF COMPACTION WITH SOILS ENGINEER OR GENERAL CONTRACTOR N.T.S. SLEEVING PIPE DETAIL CD POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-NP W/BRASS MPR NOZZLE 0 FINISH GRADE/TOP OF MULCH 0 © ® © 6 PLANT MATERIAL PVC LATERAL PIPE SWING ASSEMBLY: RAIN BIRD MODEL SA 6050 PVC SCH 40 TEE OR Ell 1806 POP-UP SPRINKLER FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1804 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL 1804 POP-UP SPRINKLER ~------PIPE (SIZE AND LENGTH AS R~QUIRED) ~----FINISH GRADE/TOP OF MULCH 0l<''ii--------VALVE BOX WITH COVER ~"cl0ll4'-------8CM MINIMUM DEPTH OF _,,,._,~'t{o WASHED GRAVEL C8;J-------BRICK (1 OF 2) If--------GATE VALVE WITH SOLID WEDGE, NON-RISING STEM (USE EITHER THREADED. PUSH-ON, OR MECHANICAL JOINT ENDS) ---ELL ilk---PIPE (1 OF 2. LENGTH AS REQUIRED) ~--SERVICE TEE ~-L__J----'-' MAINLINE PIPE GATE VALVE DETAIL 2 11 NOTE: 4 5 6 4 7 CD FINISH GRADE/TOP OF MULCH 0 QUICK-COUPLING VALVE: RAIN BIRO MODEL Ci) VALVE BOX WITH COVER: 6-INCH SIZE (i) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ® BRICK (I OF 2) 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @ PVC SCH 40 ELL (iJ) 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITIINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE 12" 18" FINISH GRADE "'~ .. % . ........ ··~~ ... · .. 'N7);.>:,, . . .. . ::,(/<< /»/ .. /«/«< ·'0 ····.·.·. ~ ........ ... ,. . . ,-...::,/,-...::,, .... /'7/ ·.···· V/ . ..... »"' .· ... · .. · » .... '-(/ -"--1---BACKFILL ::•• .. ::::.: 0 ...... . .·.· .·........ . ........ ·.··· .. . .. . ..... MAIN SUPPLY LINE . . .. . .. . .... . . ... . ... CONTROL AND NOTE CONTROL AND NEUTRAL CONDUCTORS SHALL BE INSTALLED WITH A NEUTRAL CONDUCTORS MINIMUM OF 18" EARTH COVER TRENCHING DETAIL CITY APPROVED VAULT W/ LID CITY APPROVED DOUBLE CHECK VALVE ASSEMBLY ~ QUICK COUPLING VALVE FOR WINTER BLOWOUT GATE VALVE OR --ANGLE VALVE SHUT OFF PRESSURE REDUCING VALVE INSTALL PLUGS IN TEST COCKS (1YP.) MASTER VALVE (IF REQUIRED) (IF REQUIRED) ~-GALV. PIPE THRE.A.DED CAPPED STUB OUT FROM METER 0 ' ' o O 0 o ". JS '& \0 .. 0 DRAIN ROCK _:_(T_YP_IC_A_L:_) _ _JI MIN 12" DEPTH • :p :I ·, 11 -r ·' 0 . 36" LONG SS ROD WITH ___ __, 2 SS GEAR CLAMPS SECTION VIEW LINE SIZE GATE VALV TAP INTO DOMESTIC WATER SERVICE OR IRRIGATION METER DOMESTIC SERVICE -------1 LINE WATER SERVICE MAIN LINE WILKINS 550 PRESSURE REGULATION VALVE IF STATIC PRESSURE IS IN EXCESS OF 80PS1 PRESSURE GUAGE FEBCO DOUBLE CHECK VALVE 314" DRAIN VALVE 1" QUICK COUPLER VALVE MASTER VALVE /MAINLINE WATER FLOW TO ZONE VALVI PLAN VIEW POINT OF CONNECTION NOT TO SCALE 3 4 6 3" MIN j ' 9 10 CD 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATER PROOF CONNECTION ( 1 OF 2) (Dto TAG 0 REMOTE CONTROL VALVE: RAIN BIRD PEB ® VALVE BOX WITH COVER: 12-INCH SIZE ® FINISH GRADE/TOP OF MULCH 0 PVC SCH 80 NIPPLE (CLOSE) ® PVC SCH 40 ELL ® PVC SCH 80 NIPPLE (LE~IGTH AS REQUIRED) @ BRICK (1 OF 4) @ PVC MAINLINE PIPE @ SCH 80 NIPPLE (2-INCH LENGTH. HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL 8 PVC SCH 40 MALE ADAPTER @ PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE ELECTRIC CONTROL VALVE f-u ~ 'i: LL Z O U O O W a: f---w " w ~ 1-Zl-w <( -VJ 1-[?\c3~ Vi <r: W U " 0: V) D z 4C --" RECEIVED MAR 1 2 ZG15, CITY OF RENTON Pl.ANNING DIVISION -------- -~ <( 0 I.... Cl) C 5 0 t5 ro +-' C 0 u w _J I- I- 1-w w I CJ) F. W Bushell DESIGNED BY February. 17th 1015 DATE AS NOTED sea e SHEET I -2 U) z 0 U) > w O'.'. ci = -------~------·------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~----,, /,,------------~ / r IRRIGATION SPECIFICATIONS 1. SCOPE OF WORK The work included in these specifications shall consist of the furnishing of all labor, tools, machinery, materials, appliances, and processes required for the installation of a complete landscape irrigation system herein specified and shown on the accompanying drawing(s). II GENERAL p:=oulREMENTS A. Intent -· The intent of the drawings and specifications is to indicate and specify a complete and efficient sprinkler irrigation system ready for use in accordance with the manufacturer's recommendations; and, meeting the approval of the Owner's authorized representative without further cost of labor and material to the Owner. B. Verifica·uon of Dimensions -All plot dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and shall report any variatio11s to the Owner's authorized representative. C. Expidh(,?ion of Drawings -Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The contractor shal\ carefully 1nvesfr.xite the structural and finished conditions affecting all of his work and plan his work accordfngly, furnishing such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall b(~ installed in such a manner as to avoid conflicts between irrigation systems, planting, and arChitectural features. i. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifical!y mentioned in the specifications. D. Site Conditions -The Contractor shall not willfully install the irrigation systems as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revision necessary. E. Permits and Fees -The Contractor shall obtain and pay for any and all permits and all inspections as required, F. Manufacturer's Directions -Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. G. Ordinances and Regulations -All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings cal! for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. H. Disruption of Services -Permission to shut off any water lines must be obtained from the Construction Supervisor, who will make the necessary arrangements with the Owner. Disruption of existing systems shall be kept to a minimum. I. Source of Water Supply -The Contractor shall verify and be familiar with the location, siz:e and detail of stubouts, provided as the source of water supply to the sprinkler system, as shown on plans. J. Existing Utilities and Conditions -Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewers, septic tonks, and other such utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work the Contractor shall promptly notify the Owner's authorized representative who will arrange for relocations. The Contractor will proceed in the same manner if rock layer or any other condition encountered underground makes changes advisable. Where investigation of subsurface conditions have been made by a qualified body in areas where work is to be perforTned or in areas in which local materials may be obtained, contractor may request the use of such information but will be directly responsible for its verification and accuracy. K. Verification of Finish Grade -The Contractor shall verify the correctness of all finish grades within the work area in order to insure the proper soil coverage (as specified) of the sprinkler system pipes. Ill. SUBMITTALS' A. Materlu: List: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to remove such materials from the site at his own expenses. 4. Approval of any item, alternate or substitute indicates only that the product or p(oducts apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. IV INSTALLATION A. Standard of Installation -Material and workmanship shall be in accordance with local codes and ordinances of legally constituted authorities, except where provisions of these specifications exceed such requirement, these specifications shall govern. 8. Excavations: c. o. 1. Excavations shall be open vertical construction sufficiently wide to provide free working space around the work installed and to provide ample space for backfilling and tamping. 2. Trenches for pipe shall be cut to required grade lines, and compacted to provide an accurate grade and uniform bearing for the full length of the line. 3. When two pipes are to be placed in the same trench it is required to maintain a 6 inch space between pipes as a minimum. 4. Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: abl 24" inch over A.C. main line 18 inch over main line, under pressure c) 12 inch over non-pressure lateral lines 5. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to trees should be closed within twenty-four (24) hours and where this ls not possible the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. Piping on Slopes: 1. All piping on slope face or at top of slope shall be galvanized steel pipe or "Brownline" pipe and shall be secured on surface as indicated on detail. 2. Pipe which crosses concrete drain benches shall be placed over the surface. Under no circumstances will pipe be placed beneath concrete benches. Joining of Pipe -The Contractor is responsible to be familiar with any and all methods of assembling, joining, and installation of the various types of pipe to be used. He will adhere in strict accordance with manufacturer's recommended guide. If during any phase of the work the Owner's representative finds that the Contractor or any of his workmen are not familiar with the recommended procedures, the Contractor 3hall arrange with manufacturer of the particular product for the services of a qualified manufacturer's representative to instruct workmen in the proper recommended procedures. E. F. G. H. I. J. K L. M. N. 0. P. 0. R. s. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Architect. Pressure Test: 1. All pressure lines shall be test under hydrostatic pressure of 150 pounds per square inch, and all non-pressure lines shall be tested under the existing static pressure and both be proven watertight. Contractor shall provide all equipment for hydrostatic tests. Note: Testing of pressure supply !ines shall be done prior to installation of electric control valves. 2. Pressure shall be sustained in the lines for not less than two (3) hours. If leaks develop the joints shall be replaced and the test repeated until the entire system is proved watertight. 3. Tests shall be observed and approved by the Owner's/Cities representative prior to backfill. 4. Upon completion of each phase of the work, the Contractor shall check and adjust each sprinkler head to meet the site requirements and plan. Backfilling: 1. Backfill shall not be placed until the installed sprinkler irrigation system has been inspected and approved by the Owner's representative. 2. Backfill material shall be approved soil. Unsuitable material, including clods and rocks over 2 1 /2 inches in size, shall be removed from the premises and disposed of legally al no cost to the Owner. 3. All backfilling shall be done carefully and shall be properly tamped. Sandy soil only shall be tamped and puddled to eliminate any voids. 4. Surplus earth remainin9 after backfilling shall be disposed of on the premises as directed by the Owners representative. 5. Where excavating or "jacking" ls required under asphalt pavement, sidewalks, roads, etc. care shall be taken in backfilling with sand, tamping, and inundating with water. 6. Sand backfill, where required shall be per detail(s) on plan. Temporary Repairs -The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. Sprinklers: 1. All nozzles on sprinklers shall be tightened after installation. All sprinklers having an adjustment stem shall be adjusted on a lateral line for the proper radius, diameter and/or gallonage. 2. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. 3. All sprinkler risers shall be installed as indicated on p!ans and shown on details. Valves 1. Piping systems shall be supplied with valves at all points shown on the drawings or specified herein, arranged to give complete regulating control throughout. 2. Valves shall be full size of the line ln which they are installed unless otherwise noted. 3. Control valves shall be adjusted so the most remote sprinkler heads operate at the pressure recommended by the head manufacturer. Control valves shall be adjusted so a uniform distribution of water is applied by the sprinkler heads to the planting areas for each individual valve system. 4. Quick coupling valves so indicated to be installed adjacent to walks, curbs, etc., shall be within a twelve (12) inch maximum of same. All quick coupling valves in shrub areas shall be installed three (3) inches above finish grade and shall be equipped with rubber covered tops, yellow in color. Valve Boxes: 1. Plastic valve boxes (Amatek or approved equal) shall be one (1) inch above the designated finish grade in lawn areas and two (2) inches above finish grade in ground cover areas. Only one (1) remote control valve may be installed in each box. 2. Valve boxes located near walks, curbs and paving shall be installed in such a way as to allow for valve boxes to abut those items with top surface matching plane as items listed above. Automatic Controller Location and Installation: 1. Automatic controllers shall be installed at locations shown on the plans. All pedestal mounted controllers shall be mounted on a suitable concrete base. 2. All controller locations are essentially diagrammatic, and shall be specifically located, by the Owner or his representative. 3. All local and applicable codes shall take precedence in the furnishing and/or connecting a 110 volt electrical service to the controller. This service will be provided by the Owner. Controller Wiring -All electrical equipment and wiring shall comply with local and state codes and be installed by those skilled and licensed in the trade. Unless the governing code specifies otherwise, low voltage control wire may be installed by the Contractor when code allows. Coverage Test -When the sprinkler system is completed, the Contractor, in the presence of the Owner's authorized representative, shall perform a test coverage of water afforded the lawn and planting areas, complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage disclosed. Contractor shall inform the Owner's representatives of any deviation from the plan required due to wind, planting, soil or site conditions, that bear on proper coverage. Inspection of Work: 1. Installation and operations must be approved by the Owner and/or Landscape Architect. 2. Prior to commencing work the Contractor shall arrange a meeting with the Landscape Architect, at which time the Contractor will be informed specific instructions required and the method of calling for such inspections as the individual work is completed. 3. In no event shall the Contractor cover up or otherwise remove from view any work under this contract without prior approval of the Landscape Architect. Any work covered prior to inspection shall be opened to view by the Contractor at his expense. 4. In the event the Contractor requests inspection of work and said work is incomplete, the Contractor shall be responsible for inspection cost. Completion -The work will be accepted in writing when the whole shall have been completed satisfactorily to the Landscape Architect. In judging the work, no allowance for deviation from the original plans and specifications will be made unless already approved in writing at proper times. Instruction -After the system has been completed, the Contractor shall instruct the Owner or an authorized representative of the Owner in the operation and maintenance of the system and shall furnish a complete set of operating instructions. General Installation -Any equipment installed by the Contractor and deemed to be for the use of the Owner in various situations (i.e., gate valves, control valves, etc.). shall be so installed to be readily accessible and quickly operable by the Owner Equipment deemed by the Owner to be inoperable for its intended purpose shall be given. Clean-Up -Shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. V T. Guarantee -The entire sprinkler system shall be guaranteed by the Contractor as to material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of the work. If, within one ye~r from the date of completion, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod A. 8. or paving is necessary to bring the system, sod or paving to the proper level of the permanent grades, the Contractor, as part of the work under his contract, shall make all adjustments without extra cost to the Owner, including the complete restoration of all damaged planting, paving. or other improvements of any kind. Should any operational difficulties in connection with the sprinkler system develop within the specified guarantee period which in the opinion of the Owner may be due to inferior material and/or workmanship, said difficulties shall be immediately corrected by the Contractor to the satisfaction of the Owner at additional cost to the Owner including any and all other damage caused by such defects. RECORD AND AS-BUILT DRAWINGS: The Contractor shall provide and keep up to date a complete "as-built" record set of blueline ozalid prints which shall be corrected daily and shown every change from the original drawings and specification and the exact "as-built" locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Architect at cost. This set of drawings shall be Kept on the site and shall be used only as a record set. These drawings shall also serve as work progress sheets, and the Contractor shall make neat and legible annotations thereon doily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Owner's representatives. C. Before the date of the final inspection, the Contractor shall transfer all information from the "as-built" prints to a sepia mylar, procured from the Architect. All work shall be neat, in ink and subject to the approval of the Architect. D. The Contractor shall dimension from two (2) permanent points of reference, building corners, sidewalk, or road intersections, etc., the location of the following items: A. Connection to existing water lines. B. Connection to existing electrical power. C. Gate valves D. Routing of sprinkler pressure lines (dimension max. 100'along routing.) E. Sprinkler control valves. F. Routing of control wiring. G. Quick coupling valves. H. Other related equipment as directed by Architect. I. Significant changes in routing of lateral lines from those indicated on plans. E. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed prints to the Architect. Delivery of the prints will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. F. Controller Charts: 1. As-built drawings shall be approved by the Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall shown the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a blackline print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils. thick. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. VI. OPERATION AND MAINTENANCE MANUALS -----'-'----------------- VII. A. Prepare and deliver to the Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings containing the following information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturer's representatives. 2. Catalog and parts sheets on every material and equipment installed under this contract. 3. Guarantee statement. 4. Complete operating and maintenance instruction on all major equipment. 8. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered. EQUIPMENT TO BE FURNISHED A. Supply as a part af this contract the following tools: 8. 1. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. 2. Two (2) five foot valve keys for operation of gate valves. 3. Two (2) keys for each automatic controller. 4. Six (6) quick coupler keys and matching hose swivels for each type of quick coupling valve installed. The above mentioned equipment at the conlusion of the project. have received material must be shall be turned over to Before final inspection shown to the Architect. the Owner can occur, evidence that the Owner VIII. GUARANTEE A. The guarantee for the sprinkler irrigation system shall be made In accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included In the operations and maintenance manual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed Is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 48 hrs. of notification that repair work is necessary, after receipt of written notice. the event of our failure to make such repairs or replacements within 48 hrs. after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. Project: Location: Tract #: Signed: Address: Telephone: Date of Acceptance: In RECEIVED MAR 1 2 10:5 CITY OF REN'fON FlANNll'IG DIVISIOII STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 exp: 1-20-2017 LAS Landscape Architectural Services P 0. Box 11134, Tacoma, WA. 98411 P: 253-671-2221 email fwblas@aol.com '"--------------------------------------------------------------------------------------------------__.,, / ' / Cl) w <{ 0 (J) z 0 (J) > w O' ci = >< w Wz~ -' 0... - ::J w 0~ Cl) z u5 0 r- C") I (0 l{) 0 00 (j) c5 ~ ~ ow> 1-Z tt 0<( w w-' '""") '""") I O> 0<.9 r-0::: --.;;f" o._I r- !.... Q) C :s: 0 w -' I--I- I-w w I Cf) ::l 0 ..c N :z:: C> F. W Bushell z 0 1-z w 0::: E 0 (.) DESIGNED BY February 17th 2015 UA1c AS NOTED scme SHEET I -3 ci "- ~ ~ I ~ LL !::; ~ "' -0 N 0 t.i a: ~ ~ I ~ <( i= , LL 0 1-z w rn z 0 0 z w ~ o:'. s @ rn ~ o:'. "-/;'] I- C) 0 I I- ~ ~ z o:'. 0 w _, 0 I s .:; 0 w 0 => 0 ~ "-:l! w "' b z i !:: 0 ~ 0 ~ w rn w o:'. '.'.; rn rn :l! "-/;'] w !l: [ " °' _, :;;! 0 "- E w !:: I ~ <( LL !::; LL 0 ~ w "-~ "-w j': ~ z iii o:'. w I 0 w z ~ z 0 0 ci LL z _, _, <( 0 ~ 0 ~ ~ • GENERAL NOTES GENERAi CONSJRliCTION NOJl:S: 1. THE DRA~NGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES ESSENTIALLY CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE WORKING MODEL UPON COMPLETION, ALL UTILITIES SHOULD BE CONNECTED AND ALL PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHOULD BE WATERTIGHT. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES, AND TO TENANT/OWNER PROVlDED SPECIFICATIONS AND REQUIREMENTS. 3. ALL CONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE WORK. ERRORS AND EMISSIONS IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE OWNER PRIOR TO THE SUBMISSION OF BID SO THAT AN ADDENDUM MAY BE ISSUED. FAILURE TO DO SO ON THE PART OF THE CONTRACTOR DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROV1DE A CORRECT AND FINISHED PRODUCT. 4. AUL CONTRACTORS SHALL FIELD-VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH ERRORS SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 5. OWNER SHALL PAY FOR PLAN CHECK l'EE AND BUILDING PERMITS. 6. GENERAL CONTRACTOR SHALL PROVlDE AND PAY FOR DUMPSTER, UTILITIES, AND TEMPORARY TOILET FACILITIES FOR SUB CONTRACTOR USE. CONTRACTORS SHALL NOT USE THE EXISTING BUILDING TOILET FACILITIES AT ANY TIME. 7. SUB CONTRACTOR TO DETERMINE LOCATION OF EXISTING DEMARCATION OF TIELEPHONE, GAS, WATER, SEWER, CABLE AND ELECTRICAL 8. DIMENSIONS TO TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF STRUCTURE AND FRAMING UNLESS OTHER~SE NOTED. 9. SUB CONTRACTOR SHALL KEEP THE AREA OF WORK, AND SURROUNDING AREA, (INTERIOR AND EXTERIOR) FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 10. SMOKING IS NOT TO BE ALLOWED WITHIN THE FACILITY UNDER CONSTRUCTION / REMODEL. CONTRACTORS TO ASSURE THAT NO ACCUMULATION OF CIGARETTE BUTTS OCCURS NEAR BUILDING ENTRANCES. 11. NO STORAGE OUTSIDE OF BUILDING WILL BE ALLOWED WITHOUT PRIOR AUTHORIZATION FROM THE OWNER. 12. NO CONSTRUCTION SIGNS OF ANY KIND ~LL BE ALLOWED UNLESS AUTHORIZED BY OWNER. 13. UPON COMPLETION OF WORK GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL ~NDOWS SO THAT THE SPACE IS READY FOR TENANT OCCUPANCY. 14. SUB CONTRACTORS SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIAL PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE -YEAR, UPON SUBSTANTIAL COMPLETION OF GENERAL CONTRACTOR'S CONTRACT WITH THE OWNER. 15. AUL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER BUT BY NO MEANS CAN ANY SUBSTITIJTION NOT ·MEET THE REQUIREMENTS OF THE CODE. 16. CONTRACTORS SHALL VERIFY ALL EXISTING UTILITIES SUCH AS SANITARY AND STORM SEWER, WATER, NATURAL GAS, AND ELECTRICAL LINES. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE AND SHALL PROVlDE ADDITIONAL SERVICE AS REQUIRED. 17. CONFINE OPERATIONS AT THE SITIE TO AREAS PERMITTIED BY LAW, ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS, AND SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH ANY MATERIALS OR EQUIPMENT. 18. SHOULD AN ERROR APPEAR IN THE NOTES, SPECIFICATIONS, OR DRAWINGS, OR IN WORK DONE BY OTHERS, AFFECTING THIS WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS AS TO PROCEDURE. IF CONTRACTOR PROCEEDS WITH WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. 19. PATCHING, REPAIRING AND REPLACING OF MATERIAL SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 20. SEE DOCUMENTS PREPARED BY CIVIL ENGINEERING FIRM FOR ALL FINISH GRADES, DRAINAGE AND SITE DETAILS. REVlEW ALL SITE UTILITY DOCUMENTS, GROUNDING OR TRENCHING. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS. 21. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENG OR ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTIJHE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATIERIALS. THE CONTRACTOR SHALL PROVIDE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER/ARCHITECT SrlALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. INSPECTION NOTES: 1. SPECIAL INSPECTION IS REQUIRED BY IBC SECTION 1704.1 AND SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. THE AGENCY WILL BE HIRED BY THE OWNER AND THE CONTRACTOR SHALL NOTIFY THE OWNER AS TO THE ALLOWANCE IN THE BUDGET FOR TESTING. PAYMENTS ~LL BE MADE DIRECT TO THE AGENCY FROM THE OWNER FOR TESTING. 2. SPECIAL INSPECTION IS REQUIRED ON CONCRETE PLACEMENT AND REINFORCING BARS. 3. SPECIAL INSPECTION IS REQUIRED ON PLACEMENT OF ANCHOR BOLTS IN DIRECT CONTACT WITH THE STRUCTURAL FRAME OF THE BUILDING. 4. SPECIAL INSPECTION IS REQUIRED ON ALL WELDING OF THE MOMENT RESISTING CONNECTIONS AND GENERAL STRUCTURAL WELDING (IF APPLICABLE). ALL WELDING OF REINFORCEMENT WILL REQUIRE INSPECTION. CONTINUOUS INSPECTION MAY BE REQUIRED DUE TO PROJECT SCHEDULE OR BY THE ENGINEER. 5. SPECIAL INSPECTION WILL BE REQUIRED ON FOOTING EXCAVATIONS AND COMPACTION TESTING FOR THE BUILDING. 6. SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLTING (IF APPLICABLE). 7. THE STRUCTURAL ENGINEER MAY REQUIRE ADDITIONAL TESTING. SEE STRUCTURAL. 8. SPECIAL INSPECTION IS REQUIRED FOR WOOD CONSTRUCTION PER 1705.5. 9. STRUCTURAL OBSERVATION IS REQUIRED FOR STRUCTURES ADSSIGNED SEISMIC CATEGORY D, E, OR F. WSEC 2012 ENERGY NOTES: 1. ENVELOPE COMPLIANCE. SEE SHEET T1.1 FOR WSEC COMPLIANCE. 2. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR CLOSED ~TH CASKETING SYSTEMS COMPATIBLE ~TH THE CONTSTRUCTION MATERIALS AND LOCATIONS. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR-PERMABLE WRAPPING MATERIAL. SEALING MATIERIALS SPANNING JOINTS BETWEEN CONSTRUCTION MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. 3. SEE MECHANICAL SUB CONTRACTOR/OWNER FOR COMPLIANCE. 4. SEE ELECTRICAL SUB CONTRACTOR/OWNER FOR COMPLIANCE. SEALING AIR LEAKS: ALL OPENINGS, JOINTS, AND PENETRATIONS IN THE THERMAL ENVELOPE OF THE BUILDING MUST BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO LIMIT AIRE LEAKAGE. INTERMEDIATE FRAMING: STUDS FRAMED ON 16" CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. CORNERS USE TWO STUDS OR OTHER MEANS OF FULLY INSULATING CORNERS AND EACH OPENING IS FRAMED BY TWO STUDS. HEADERS CONSIST OF DOUBLE 2X MATERIAL WITH R-10 INSULATION BETWEEN THE HEADER AND EXTERIOR SHEATHING. INTERIOR PARTITION WALL/EXTERIOR WALL INTERSECTIONS ARE FULLY INSULATED IN THE EXTERIOR WALL. INTERIOR PARTITION WALL/EXTERIOR WALL INTERSECTIONS ARE FULLY INSULATED IN THE EXTERIOR WALL. VICINITY MAP PROJECT LOCATION CODE ITEM REFERENCE APPLICABLE CODES OCCUPANCY GROUPS SECTION 302. 1 & 303 LAND USE ZONE CONSTRUCTION TYPE SECTION 602 FIRE SUPPRESSION FLOOR AREA TABLE 503 OCCUPANCYLOAD-R3 TRAVEL DISTANCE PER TABLE 1016.1 COMMON PATH OF EGRESS PER SECTION 1014.3 EXIT WIDTH PER SECTION 1 OD5 OPENING PROTECTION TABLE 705.8 CODE ANALYSIS CODE REQUIREMENT 2012 IRC, IBC, IMC, IPC, IFC R-3 RESIDENTIAL DUPLEX R-14 TYPE V-B -SECTION 602.5 AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED ALLOWABLE = UL, 3 STORIES, 40FT. 1,3441200 = 7 OCCUPANTS -TABLE 1004.1.1-1 EXITREQ'D. MAXIMUM TRAVEL DIST: 200' W/0 SPRINKLER SYSTEM SHALL NOT EXCEED 75' STARWAYS =MIN.WIDTH= .3 X 7 = 2.1" 3' TO 5' PER SUBSET D, 25% OF PROTECTED WALL IS ALLOWED TO BE UNPROTECTED. BASIC DESIGN CRITERIA DESIGN CODE: GROUND SNOW LOAD: BASIC WIND SPEED: WEATHERING: FROST DEPTH: 2012 IBC, IRC 20 PSF 85MPH MODERATE 12 INCHES TOPOGRAPHIC EFFECTS: NO SEISMIC LOADS: D 2 I I I I I I I I I I I I I • ARCH SITE PLAN s 25' v, U) I I I I U) U) I I \ S89" 22' 48"W 130.00 I -~__l~x"='>=~:e:::t'"""'""""'-'Ti;,ii'-'1-=~~=='<'=J!'~~~==::;:"J=.=::!!~~~~,......~~...aaaj1-rlaJ~'~~-~" -)(-)(--~ --"<: ------,::=-------co::= ~~i:::cc~.==c::aJ:;i -~~~-B L--+~+--~ssBL_'-.;::::;i:::r,~=ail~ U) U) \ ~ C l--~.__.J1:~~=-<-::.~<-~~'':'::elSB co TWO CAR ' GARAGE FF= 1 o 378.oo I / I ,:-'. I UNIT 1 FINISH FLOOR RESIDENCE = 382.5 / UNIT 2 I ' r--_J <--, I I ~.-i:¥'---1--~++H-~~·>~--->---~~ lL 13' • ,1: 15.46' I I I I DRAWING INDEX DRAWING INDEX SHEET#: DESCRIPTION: T1 .0 TITLE, GEN NOTES, CODE ANALYSIS, SHEET INDEX, VICINITY MAP ARCHITECTURAL DRAWINGS: A1 .b FLOOR PLAN & SCHEDULES A2.0 EXTERIOR ELEVATIONS A3.,0 BUILDING & WALL SECTIONS A4.0 FOUNDATION AND ROOF PLAN & DETAILS A5.0 INTERIOR ELEVATIONS A9.0 GARAGE PLANS . PLUMBING DRAWINGS (BY OTHER) "1 1ST FLOOR PLUMBING P2 2ND FLOOR PLUMBING ELECTRICAL DRAWINGS (BY OTHER) E1 1ST FLOOR ELECTRICAL E2 2ND FLOOR ELECTRICAL I w ~---t l==~:l====:'=le~~~~~~~--~SB ro : ( TABLE) I CIJ Ir \,.__~~~~~~~~r--D U) U) I I I I I I I I • N _, [D (/) 20' ,.,.,,--- ~~o'i===~~-~-=---:·--=--=---=-==-=-:tt:1 ss TWO CAR GARAGE FF= 378.00 0 "' w ~ " C -L-.os----<--<--<--------• --- YD DS <--<--<--< ..... ---= ·---------·--------------------------- UNIT 3 FINISH FLOOR RESIDENCE = 382.5 UNIT 4 0 o I o I"": I r---I :::; ~ >-(.Det-'-~--+-::J'+--tt-t----~ I! >-ii----,~ 12! r--- t') 0 U) U) U) I I I I U) I X y X ac:.x. Y X Y X-=X----x-x:-=.Jtle--L....-Mf- I I I I \ I ACTUAL BUILDING DESIGN AS REQUIRED C-1D TYPE V-B NOT PROVIDED 1,344 S.F., 2 STORIES HIGH, > 30 ft. 2 PROVIDED APPROXIMATELY 50' APPROXIMATELY 45' 36" PROVIDED N WINDOWS= 34 S.F., 1ST FLR = 315 S.F. 10.8% OF WALL IS UNPROTECTED. 130_ 00 CD ARCH SITE PLAN 1 ,---------NTS & L @ Cf_ ..l # > A.B. A/C AFF. ADMIN. AL. APPROX. ARCH. ASPH AGGR BLK. BLKG. BLDG. BM. BOT. BOF. BRG. B.S. BL C.B. CLG. CLST. CLR. CMU COL. CONG. CONF. CONST. CONT. C/C CTR. AND ANGLE AT CENTERLINE DIAMETER or ROUND PLUS OR MINUS PERPENDICULAR POUND or NUMBER PROPERTY LINE ANCHOR BOLT AIR CONDITIONING ABOVE FINISH FLOOR ADMINISTRATION ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT AGGREGRATE BLOCK BLOCKING BUILDING BENCH MARK BOTTOM BOTTOM OF FOOTING BEARING BOTH SIDES BUILDING LINE CATCH BASIN CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONFERENCE CONSTRUCTION CONTINUOUS CENTER TO CENTER CENTER DBL. DEPT. DET. DIA. DIM. ON. DWG. DIAG. DL E. EA. EF. ELECT. EL. EMER. E.W. ENGR. EQ. EQUIP. EXIST. EXP. EXP. JT. EXT. FAB. FD FON. F.O. F.H. FF. FIN. FL. FLUOR. F.O.C. F.O.S. F.O.W. FR. FRPF. DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DRAWING DIAGONAL DEAD LOAD EAST EACH EACH FACE ELECTRICAL ELEVATION EMERGENCY EACH WAY ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXPANSION JOINT EXTERIOR FABRICATE FLOOR DRAIN FOUNDATION FRAMED OPENING FIRE HYDRANT FINISH FLOOR FINISH FLOOR FLUORESCENT FACE OF CONCRETE FACE OF STUDS FACE OF WALL FRAME FIREPROOFING FT. FTG. FURR. GA. GALV. G.B. GLB. GL. GYP. H.C. HB H.M. HORIZ. HR. HT. HVAC I.F. INCL. IN. I. D. INSUL. INT. JAN. JT. LAM. LAV. LLV. LLH. LTG. LBR LL LF MK. MATL. MAX. FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GRADE BEAM GLU-LAM BEAM GLASS GYPSUM HOLLOW CORE HOSE BIB HOLLOW METAL HORIZONTAL HOUR HEIGHT HEA Tl NG, VEN Tl LA TING, AIR CONDITIONING INSIDE FACE INCLUDE INCH INSIDE DIAMETER (DIM.) INSULATION INTERIOR JANITOR JOINT LAMINATE LAVATORY LONG LEG VERTICAL LONG LEG HORIZONTAL LIGHTING LUMBER LIVE LOAD LINEAL FOOT MARK MATERIAL MAXIMUM I " U1 U) ~ MECH. MTL. N. N.I.C. NO. or # NOM. N.T.S. N.A. or N/A 0.0. o.c. OFF. OPNG. OPP. OPP. HAND I I U) U) h I MECHANICAL METPiL NOR~H ,1 NOT I.IN CONTRACT 1, NUMrER NOM\tiAL NOT lTO SCALE NOT !.APPLICABLE OUT,IDE DIAMETER ON fENTER OFFICE ?, OPEN,ING OPPPSITE OPPOSITE HAND O.T.O. or 0/0 OUT TO OUT PART. PRCST P. LAM. PC. PLYWD. PR. PREFAB. PREP. PT. RAD. R.D. REF. REFR. REINF. REQD. RM. R.O. s. s.c. PARTITION PRBCAST PLASTIC LAMINATE POINT OF CURVATURE PLYWOOD PAIR PREFABRICATED PREPARATION PRESSURE TREAT RADIYS ROOF DRAIN REFERENCE REF,RIGERA TOR REINFORCED " REQUIRED ROOM ROUQH OPENING ' " SOUTH SOLID CORE ' S.O.G. SCHD. SLY. SLH. SECT. SHTG. SHR. SHT. SIM. SL. SP • SPEC. SQ. S.S. STD. STOR. STRUCT. SUSP. SYM. T&B T. & G. THK. THK'ND. T.O.C. T.O.S. T.O.F. T.O.W. TYP. U.L. UNF. U.O.N. UPS VCT VERT. VEST. w. W/ w.c. WO. W.H. W/0 W.W.F. W.W.M. WSCT. WT. WG YD. SLAB ON GRADE SCHEDULE SHORT LEG VERTICAL SHORT LEG HORIZONTAL SECTION SHEETING SHOWER SHEET SIMILAR SLOPE SPACES SPECIFICATION SQUARE SANITARY SEWER STANDARD STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE THICK THICKENED TOP OF CONCRETE TOP OF STEEL TOP OF FOOTING TOP OF WALL TYPICAL UNDERWRITERS LAB ORA TORIES UNFINISHED UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERTICAL VESTIBULE WEST WITH WATER CLOSET WOOD WATER HEATER WITHOUT WELDED WIRE FABRIC WELDED WIRE MESH WAINSCOT WEIGHT WIRE GLASS YARD RECEIVED MAR 1 2 2015 CITY Of Pf:NTON PLANNM.0 DIVISION . . 0::: 0 LL :::, 0 ..c N L.. ~ ·-c C (]) --:, Cl) a., >< a., C. ::, 0 Cl) ·-(/) co 0 "O C co .c 0) ·-I ~ 0 w ~ 0 ....J 5 w z co . I.O wo ~~ z <( ~s 0::: z ~~ LL z WW ""') 0::: O') ...... -.::t" ...... Contact: Andrew Wang 425-246-9566 awangpro@gmail.com Revisions: No: Description: Date: & COORDINATION 01-23-15 ~ CITY SUBMITTAL 02-20-15 TITLE SHEET SITE PLAN T1 .0 Start Date: 01-13-15 Job Number: 14519 j': -------------------------------------------------------------------------------------------------------------------------------------------------------- D O O R A N D G A R A G E S C H E D U L E HARDWARE S E T S W N D O W S C H E D U L E DOOR LOCATION FINISH DOOR LOCATION FINISH C O N S T R U C T I O N P L A N KEY NOTES ROOM 11 SIZE MATERIAL STYLE REMARKS r===========================I MARK MANUFACTURER STYLE NOMINAL SIZE-WXH M,l;R8fRb%J;li'lbk c~?Rcr~1zE NOTES (i) COLUMN WRAP. SEE STRUCTURAL FIRST FLOOR POWDER ROOM 2'-4" X 6'-8" POCKET GARAGE 3' -0" X 6' -8" UNDER STAIR CLOSET 2'-2" X 5'-0" BIFOLO LAUNDRY CLOSET 5' -0" X 6 1 -8" BIFOLD MECHANICAL CLOSET 2'-4" X 6'-8" BIFOLD PANTRY 1'-9" X 6'-8" BIFOLD FRONT ENTRANCE 3'-0" X 6'-8" REAR ENTRANCE 3'-0" X 6 1 -8" STUDY 2'-8" X 6 1 -8" SECOND FLOOR MASTER BEDROOM 2'-8" X 6'-8" HOLLOW CORE HOLLOW METAL INSUL HOLLOW CORE HOLLOW CORE HOLLOW CORE HOLLOW CORE SOLID CORE SOLID CORE HOLLOW CORE HOLLOW CORE TWO PANEL WOOD TWO PANEL WOOD TWO PANEL WOOD TWO PANEL WOOD TWO PANEL WOOD TWO PANEL WOOD SIX PANEL WOOD SIX PANEL WOOD TWO PANEL WOOD TWO PANEL WOOD TWO PANEL CONFIRM DOOR SIZE WITH MECH CONTRACTOR FOR EQUIP SIZE OPENIN COORD W/ OWNER U FACTOR = .30 MIN. COORD W/ OWNER U FACTOR = .30 MIN. WOOD 01-------------++--------------ft------------t+-------+t-------------j ~ MASTER BATH 2'-8" X 6'-8" HOLLOW CORE TWO PANEL MASTER CLOSET HOLLOW CORE PR. 2'-0" X 6'-8" POCKET WOOD <nl-------------++-------------1-t------------t+-------+t-------------l 0 BATH 2 2'-8" X 6'-8" HOLLOW CORE TWO PANEL w WOOD ,-0-------------++--------------f-t------------t+-------+f--------------< I BEDROOM 2 2'-8" X 6'-8" HOLLOW CORE TWO PANEL u WOOD Cl'.l-------------++-------------1-t------------++--==-=-c=--+t-------------j < BEDROOM 2 CLOSET PR. 2'-0" X 6'-8" BIFOLD HOLLOW CORE TWO PANEL ~ WOOD c:;1-------------++-------------1-t------------t+-------+t-------------l >-BEDROOM 3 2'-8" X 6'-8" HOLLOW CORE TWO PANEL rn WOOD "'0-------------++-------------rt------------t+-------+f-----·---------< CLOSET DOOR -SINGLE 1 PASSAGE SET 3 HINGES 1 DOORSTOP AS REQUIRED CLOSET DOOR -PAIR 2 DUMMY SET 6 HINGES 2 DOORSTOP AS REQUIRED 2 MAGNETIC LATCHES SETS BEDROOM DOOR -SINGLE 1 PRIVACY SET 3 HINGES 1 DOORSTOP AS REQUIRED GARAGE MAN DOOR -SINGLE 1 LOCK SET 1 DEAD BOLT 3 HINGES 1 DOORSTOP AS REQUIRED COORD W/ OWNER COORD W/ OWNER COORD W/ OWNER COORD W/ OWNER BA TH ROOM DOOR -SINGLE 1 PRIVACY SET 3 HINGES 1 DOORSTOP AS REQUIRED FRONT ENTRY DOOR -SINGLE 1 LOCK SET 1 DEAD BOLT 3 HINGES 1 DOORSTOP AS REQUIRED MAIL SLOT MIN U FACTOR = .30 REAR ENTRY DOOR -SINGLE 1 LOCK SET 1 DEAD BOLT 3 HINGES 1 DOORSTOP AS REQUIRED MIN U FACTOR = .30 GARAGE OVERHEAD DOOR PER MANUF. SEE GARAGE PLANS ALL EXTERIOR DOORS TO HAVE BRUSHED CHROME HARDWARE -ALL WINDOW INTERIOR HARDWARE TO BE WHITE -CONFIRM WITH CLIENT. D DD DD [OJ [OJ D DD DD COORD W/ OWNER COORD W/ OWNER COORD W/ OWNER COORD W/ OWNER ~ BEDROOM 3 CLOSET PR. 2'-0" X 6'-8" HOLLOW CORE TWO PANEL ~ WOOD INTERIOR DOOR WITH 2 el--------------1+--------------1-+------------++-------+t-------------1 RECESSED PANELS INTERIOR BIFOLD DOOR WITH 2 RECESSED PANELS EXTERIOR DOOR WITH 6 RECESSED PANELS 0 "-1------------~-----~-------LL.---------~~-----~~------------' ~ ROOM w t: I ~ Floor <( ~ FINISH SCHEDULE Room Flooring Material Base Walls & Material/ Ceilings( Molding Painted) f- '1---4---~f-----1-----t------l ~ 1 St d V I White Laminated >-u y ,ny Wood ITil---4---~f-----1-----t------l Cl) Laminated z 1 Living Vinyl White o Wood ()1---4---~t----l-----t------l m 1 Dining Vinyl White Laminated ~ Wood o'l---4---~f----+------t------l ;;: Laminated o 1 Kitchen Vinyl White w Wood (IJl----+---,t----1-----t----; (/J g:! 1 MECH Vinyl White Vinyl Tile a_ rjl----+---1---+----ir-----t >-1 BATH Vinyl White Vinyl Tile 6~---1----1---4---~f------l ~ Closet ,!: 1 under Vinyl ti: White Laminated Wood _,,,. Stai rs a:~---+:=.C:....-1---4----,f------l z Laminated Stairs Vinyl White C!'. ~~ 01----1----1---4----,f------l ~ Master ~ 2 Bed & Vinyl White L,iminated Wood 5 Closet Zt----+---t----1----,r----; o Master w 2 Vinyl White Vinyl Tile U Bath :::,~---+=="--1---4---~f------l 8 Laminated C!'. 2 Hall Vinyl White a_ Wood W~---1----1----1----,f------l "' 2 Bath 2 Vinyl White Vinyl Tile ~ l----+B-d_2_&-t--'---+---,,-La-m~i n-at_e_d-; 6 2 e Vinyl White z Closet Wood 1----+---1----1----1----; ~ 2 Bed 3 & Laminated .; Vinyl White ~ Closet Wood c:~---'-==-'----...1..---'-'-'-'-'----I D ~t------------------~ D ~ NOTE: ALL MATERIALS & PAINT COLORS w (f) w C!'. ~ (f) (f) g:! a_ rj ~ ~ I Cl o' ~ 0 ~ ~ () w t: :,: () "' <( ~ f-, ~ 0 ~ w a_ ~ a_ w i': ~ z ~ w I D w z ~ z 8 ~ .. -' ;;! D ~ ~ ~ I TO BE SELECTED BY THE OWNER. 0 I ro r,) ' 0 I N ' ' 0 "' I "' ' N '-... '<I- I <D ' N '-... ~ ~ I co ' ' <D I ,.. 0 @ @ © bD 34'-11 1/2" 7'-0" ' / .. (11 ! © A-;,r 6'-8" 3'-6" D ~ -----i ,---, / •N I y 13'-2" ·~ -" : ~+_-1'=::::'...--=-j...jj..------~ilb I .--I til MASTER u, I 3'-6" ,- 1 I b I 1 til (.0 u, 6'-8" 13'-2" © MASTER BEDROOM 7'-0" BEDROOM "v SI L ul --'s-10 ofl--+--6_' -_1_0_" ___ -2_'_-_s_"-+11'"_)' ~2:.:· ~s~"JlU~====J - SI ul I CD \ 4'-11" 1'-3" . ' ., '-10" © ® g C) ~ @ - BATH 2 "< 9'-10" "' ® © ' " I }-.. HALL ' ro I " N © j\..-- STAIR ' I <D I 0, STAIR ( 7 ( 7 l-'...Y--1 11--..J.-:~I--I 6'-6" DN J . m ·is- DN 6'-6" " ' <D I co HALL 3 -0" ' ,. ., "' 00 ••rTY A-5·A MASTER /E BATH 8 ~ @Q ~ D ' -- - ' ® ® 3'-4' 3'-2" / 9'-7" ,_-+--¥----,14---+v-+-------- BEDROOM #2 rn' D BEDROOM #3 14'-0" ' <D I 0 ~ _.,/ ~---' ' '<I- I . HALL ro I ,---,--, -' G)I L[> 9 ~LOSE m -- HALL ' ;,', l'c\ M.O J 3 T ' I [> 10 2't1" ' i! 1 1 1: I lr~~~11 ~ ~ L/ ~ rn1 I ~ 1,1, .,...__ 1--~ --'· 1,l lq,,\li :11011,: ,. 0 u--r--=-t I , '11/'-'...l\i! li':",nii":'ii '° , : (D I CL. ~ l!L .i,1 I ACC.SS 11 I C) ~ CL.I I I ~ II ... ~~s I co ,I © BEbROOM #2 0 I 0, n I~ BEDROOM #3 1 I IQ) i,r,;·rri1 -t---rr---tt----H 14' -o" ---1==J-tt.a1" D ,1<'''----5-· -_1 _o·_· --+,i' l''fr: __ c*-_1_"+-~ 'i',JL-2-1·;-4-"-,1<1,1<..-2_· -+·;4-"RV'---11--5_' --,1+-, 1 " --Ji,i1'--_":.:6:' -~1:0":'_' ~~~~-+l'~·o="' ~ C' ~ 3' -11" 3' -11" - ii 0 I <D 0)@ ~J ~l 4" 'I 6 I< 4r. -,'-12 o" -, ,'-" 3'-11" +-----+----+++----+---~¥'- 3'-11" .,,,~2_' -_o_",,._ ____ 1·_-_1_0_" ___ _,,.._ __ 4_' -_7'_' _ _..,,._b'-s J/ ~ '~ -s 3/4"''~_4_' -_7_"_-,i'~·-__ 7_' -_1_0_" ___ -2_'_-_o+" 17' -5 3/4" 17'-5 3/4" , (1)1---------2-N_D_F_L_0_0_~_,/-,,4"-~;...,...~--,-~ SIMILAR FOR j')OTt1 !)IJIL.Dlt-&3 I @ @ © ' 0 ~ I ro ' 0 I <D ' 0 I <D -~ I OJ ' 0 ' . I N. ® © ® TAFCO WINDOWS JELD-WEN V-1500 SERIES AS APPROVED BY OWNER GENERAL NOTES ALL WINDOW FRAMES TO BE VINYL ALL WINDOWS -MIN. U FACTOR SLIDER VINYL WINDOW VINYL SINGLE HUNG VINYL SINGLE HUNG .30 2'-8" X 1'-0" 3' -o" x 5'-o" 3' -0" X 4'-0" 4'-5" 0 18" X 36" A me ACCESS. SEE STRUCTURAL CD CLOSET WITH STANDARD SHELF AND ROD G) 2X4@ 16" O.C. WALL WITH 1/2" GYP. BO. BOTH SIDES -TYP UNO. 0_) SCHEDULED BATH TUB AS SELECTED BY OWNER. @ SCHEDULED EXTERIOR DOOR -REFER TO ELEVATION ([) CONCRETE LANDING AND STAIR. SEE STRUCTURAL ® SCHEDULED DOOR lg\ MECHANICAL UNITS/WATER HEATER/BOILER. GC TO COORDINATE WITH OWNER ON WALL \.V LOCATION & HEIGHT FOR TANKLESS WH. @ SCHEDULED WASHER/DRYER (j) SCHEDULED WINDOW -TYP. @ 18" X 30" FLOOR ACCESS. SEE STRUCTURAL @ SCHEDULED WINDOW WITH TEMPERED SAFETY GLAZING AS PER IRC R3DB.4 @ KITCHEN CABINETS & APPLIANCES AS SELECTED BY OWNER @) LOW FLOW WATER CLOSET AS SELECTED BY OWNER @ SCHEDULED LAVATORY OR VANITY WITH SINKS @ COVERED CONCRETE PORCH @ CONCRETE STEPS WITH 11" MIN. TREADS AND 7 3/4" MAX RISERS -ALL RISERS TO BE EQUAL. @ @ THICKEN WALL AS REQUIRED TO ALLOW FOR POCKET DOOR -TYP. 4 SHELVES. START 24" AFF THEN EVENLY SPACE THE REMAINING. COORD W/ CLIENT @ DEMISING WALL LINE. I HR FIRE RATED ASSEMBLY. SEE WALL TYPES. @ )f GYPBD. APPLIED TO ALL SURFACES WITHIN CLOSET. 4'-5" /~ \ ·r ® ·r I t ·r b+------------7-.-_-0_"_~,t~~.:~i / __ 8_~.~:-::;"~Bj~:)~CO=N=C=RE=T=E=S=T=OO=P~.t ~,~m ,,~c -(""~~1,..._-4-"-~-'kc +---------hi'---t--+----,1<---+-t--,1<----+-~-+~-+-~>---------+ 7'-0" ::J 0 .c N (/) (]) >< (]) a. ::I ~ w z (D • I{) wo ~~ 0 (j) (j) - THB @ ,', @ HB_I ..--------r-;:;;:==::;:;:::=i~~~~==:;::1*,:::'.::;::i==;R~;=~t~~R~;==i:::;:~~h~~~~~~~t==;:;:=::;=~l 0:: 0 LL s.... ~ 0 (/) ·-(/) (ti 0 0 w ~ z <( gs 0:: -wz ' 0 I OJ r,) ' 0 ~ I .r,) ' '<I- I 0 ' 0 ~ I n (B\ ' m I 0 ~ © © ' @) ·o = II \_V \_V 11 ~, @) ;oljNTRY -~rS-s NK ILDW _J EF \ V ..,b~1R9,E=Ft='IL±D~W_J~cf..-'1 --'=bJ=s=IN=~='-c"-"k-_-U-PANTfY ! /1[ ! ~ 5' O" ~ 3' 4" :;~2" I 3=0" 3:1 K~,n~~"EN @:! ~ ! 1=:;:=~="-µ:-'k~'.......:~~_J_-i£tl-~~,. 71'"~-r"'-+, 'l';c---~---i-i--l-"""''<=:;'.::::I ! KITCHEN ! ..,,..__ ·1 UP 7) ~ ~ 0 A ! I I 1------'l<-l-)I;. ~, I" I -if-+--~ ST~IR ( 7) I I I b ISLAND I ST IR '° ISLAND b I I I ~T9v=: ~ , G) , ~--~----~~ : bT<?V~ I I I O / 0 0 I I I I 3'-3 I !, -/i f:@),l I '-3" I I m \/ I \/ I OJ I I i===s e==a i@' I 1\ I e==a i==a I 1 [ DINING ] L. ~ I ~ ·-,~ [ DINING ] 1 2'-0" 1'-s" 1'-s" 2'-0" T < CLOSET CLOSET l)i LIVING - UNIT: #2 & #'1------,c+-1 1ST r LC\. 66• S.F. 2ND FLR 68 S.F TOTAL 1,314 ~.t-. STUDY 10'-o" N N '<I- I <D ' 0 ~ I <D co I " 3'-3" I A4.0 ' 3'-6" 3 , . ' -, •UTC #1 ~4 S.F. ND I LR I U If'~ LIVING 680 S.F. 1,344 S.F. STUDY ~g" l,r--==---.r--~--.1"1 1 o' -o" © © ' 0, I 0 . -" I , .. 2· ~ ~I ,--------- ,. ' 0 -I "' ,.. I 0 ' 0 -I "' '.---'k------'k---1- (A\ '/'~/ ,, ,, ' 4'-2 1/2" 3'-4' 6'-o" 6'-2 3/4" 0 I 6' 1 o" 3' -4" 4' -2 1 /2" , . "' ... ,I (~"-0 ® ~.~--;::~10l~r,, __________ r--11Q~,!-::-~·~·-.,,'·'·~----------+----~ ,. ~~ s' ,. ~ _ ,~@1------------1---i, ,ci,_.--------------+-----f;...-""1' 2'-0" 8'-10" 2'-0" 11'-0 3/4" 12'-10" 34'-11 1/2" CD 1 ST FLOOR PLAN 1 >-------------------SIMILAR FOR r,oTH i:,tJILDINl::6 1;4·-1•-o• -· I' 11'-0 3/4" RECEIVED MAR 1 2 2015 CITY OF RENTON PlANNING 011/ISION ·-c C Q) --:, Contact: -0 C (ti .c C) ·-I () 0 ...J LL ~ LL z WW -, 0:: O') ..- s:::t" T""" Andrew Wang 425-246-9566 awangpro@gmail.com Revisions: No: Description: Date: & COORDINATION 01/23/15 & CITY SUMBITTAL 02/20/15 FLOOR PLANS SCHEDULES A1 .0 Start Date: 01-13-15 Job Number: 14519 ,...._ _________________________________________________________________________________________________________________________________________________________________________________ _ SHINGLES PER G C SPECS OVER 2 GERED AND ; LAYERS OF 15# FELT STAG I RIDGE 5/B" PLYWOOD WITH CLIPS T c.i a: cii f-- () w !:: I ,,,. 6:12 "-- () Cl'. .,: " it, -- "--f----, >-"' "' -0 N e c.i ,---- 12 1 2 /~"-.." 15 ,,.~, 15 ATTIC FLOOR -::::·,,-::. ~ ---,/f ~- / '-/ ' a: cii f--2ND FLOOR CLG () w !:: ~ I ~ N .,: >, "-w f--" --, ,a VERHANG WINDOW. SEE TRUCTURAL D D -ClAr)('ITI-I 1:'A?·1-1-y DA A \ ''r"DT .. , .... ,·,~~-~ '" 0 ~ \ --·-" . ' -· -s \ ' --· "-x 0 0 0: f--~ z ~ w <( If) z 0 () z w f-- !:: M BY EXT. WALL SUPPLIER. \ \ 1 ~ -TRI "' \ 15 2ND FLOOR \ / -~ ' / ' / .., Cl'. s 0 w If) If) w Cl'. a_ X w f--::, 0 I f-- ~ ii' .,: a_ :;;; Cl'. 0 1ST FLOOR CLG D D -' DD -DD D D -;,. . "-[]] []] -[]] []] "' ~ -~ -~ -I DD -DD ;,. - - - I 1ST FLOOR -N +-~ --,, . : I . . . . . •• : .. ' . . :-1 .... --. . · 1. ~. : <lo!, ' . .. ~ . ·• ·, ··-"· ... ' ... ·:· ', ~ .. ~ . • ..ii .... -... .. , . ··-N •'., A' ~ ,f • '. '• • • , .• : • 11" • '•< ' ', ', ; :~ . ·.~. • -• : ".,:!. -·a-. "· ' .,. .. . . . . • . . . . i' I • .. ... . .... ... . . . . : .. ·. ~k-' GRADE w ..J 0 I s z 0 w () 01----------EA_S_T_~-~-;.:f-~-T-/?-~ ::, 0 0 Cl'. a_ w Cl'. w "' f-- 0 z ~ 2 - !:: 6:1~ 0 z .,: 0 w ~ w If) w (l'. >-..J U) U) w Cl'. a_ X w w (l'. .,: U) f-- I (.? i'i' ..J ..J .,: () D D a_ cii f-- () w !:: I () (l'. .,: "-f----, "-0 ~ w a_ 0 (l'. a_ w I f-- U) z· iii (l'. w I D D ' DD ~ DD ~ ~ "' ~ []] []] ~ []] D ~ ~ -I -"' -§1!j, DD -DD ~ - -~ -<D -I 0 w z ~ z 0 ~,I,- -"' . . ·,. ... ·. , ... ....... ·.•· . lllllilllill . r a >. . . . . .. • ., __ .1 · ... :. ~-:. _, -... 111q1r-· t': <·· -~--· . . ... .. • • . . .... ·~ . : ' .. I . . . . . . ' . : ... .4 ... · .. ·· ..... · .: .. . ' .... .. ... .. . . ... ,. u ci "-z ..J ..J .,: 0 01----------W_ES_T_~-~-;.:f-~-T-/?-~ z .,: 0 s 0 U) I f-- 1B" X 24" ATTIC VENT BOTH - SIDES. ' 12 I ~ 12 ' 61 16 _/0 '', "// /" /,/ -/ .. // -,,./ ~ '// ' / ,:_ :11 IDI IDI II D ~ D D II 10 ~' .• . a,. · · . 1 ..... . 4·. ..·.,.:~. ·:.-.. _l •· . • . :,,,.. ,. ··.-. ~· 1111111:·~· ·:.4 ···. ·.· .. ' • ·. ... ! . : .• '. ... • .•. • . • .. . .... .. •· ' .. ·. ..., •• · .4 ... .. . • . .. A.,:. SOU TH ELEVA Tl ON 1/4" = 1'-0" ~ ;c..:: 12 :...-: ~ 12 61 ~ 16 ---~ ~ ,~ ~ = ,- / ,, / I I I ~ I I ~ // I _,,./ I -:--::,-I I \J/ I .. ' ~ D "' 10:: ::or "' / I L::: / I ·-~ .. ···- -§!JJ 6:12 - - j'-2 1/2" D D [LI, - r::;:f .• ~.-... • ..,~ . \ ... • ·.···-· . . . . . ., .• . ~ •··. ... . .. i . .• ~·. ''.Mill!.'" .. '•-.. .. • • .. . ..,, ·• '· .... · ... ... ,· • . ' .. ·~ .. . . • . .. ' . ' ' .. ·. . ........ . .... .. . :·. ... • • • . • . •, . . •.. .. . ····'. . .. .. o---~----N_O_R_TH_E_1~-;.-:f ~-T-/?-~ '- '-= ~,1, ::;:f 2"-J-6" " (/) - -6: 12 - 0) w ::J >< 0) z (0 0 -LC) 0.. w 0 ..c ::, . . ~ cc N 0 I--0) <( z <( 0:: s... (/) 0 0 ·-w 0 :s: ~ (/) LL co I--~ -<( wz ·-0 C () LL Q "C 0 LL I-- C C _J wZ ID co -:, w 0) 0:: -, .c ...... Ci.I """ ·-...... I .•. .. ·.·A-..... -.. .. .• . •. ·, ·.i ( .. .• .· . . . • .I • \ LcoNCRETE PORCH & STAI RS FOUNDATION VENTS -TYP. SLIDER WINDOWS IN RESTROOMS. MOUNT WINDOWS ABOVE SHOWER SURROUND "'' . - . iilllllllll . ! . ' 4 • . • .. . . .•. . · •. . . . . . . .-. DRIP EDGE AND CONTINU r ALUMINUM GUTTERS, PAIN ous TED. SEE CIVIL FOR LOCATION -TYP. ·, . h • fl ••• '· • 4" CONT. SOFFI T VENT TYP. BOTH SIDES - RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION Contact: Andrew Wang 425-246-9566 awangpro@gmail.com Revisions: No: Description: Date: & COORDINATION 01-23-15 ~ CITY SUBMITTAL 02-20-15 ELEVATIONS A2.0 Start Date: 01-13-15 Job Number: 14519 0 [L rfi b ~ I ~ LL >-, fii "' -1il 0 0 Cl. ~ w t: I :ii <( LL >-, LL 0 >-z w "' z 8 z I:! >-o' ;;: 0 w "' "' w O'. ~ >-::, 0 I >-~ ~ ~ O'. 0 UJ ..., 0 I ;;: z @ 0 ::, 0 0 O'. Cl. ~ UJ "' b z ~ .; t: 0 z <( 0 w ~ UJ fil O'. ":; "' "' UJ O'. (L X w ~ ~ I (9 o' ..., ;;! t.i a: E~ w t: I 0 ~ LL >-, LL 0 ~ w (L ~ Cl. UJ I >- "' z w O'. w I 0 UJ z ~ 0 0 ci LL z ~ 0 ~ ci ~ "' 'i: PROVIDE R-49 BLOW-IN CELLULOSE INSULATION MIN. MIN 4 MIL V.B. ) 5/8" TYPE 'X' GYPSUM WALL BOARD------~- 3/4" SUB FLOOR OVER JOIST ROOF TRUSS BY TRUSS MANUFACTURER PER G.C. SPECS. CONT. VENT BAFFLES. EXTEND MIN. 12" ABOVE BLOWN IN INSUL. ....---2X BLOCKING BETWEEN TRUSSES -----SHINGLES PER G.C. SPECS OVER 2 LAYERS OF 15# FELT STAGGERED AND 5/8" PLYWOOD WITH CLIPS DRIP EDGE AND CONTINUOUS ALUMINUM GUTTERS, PAINTED. SEE CIVIL FOR LOCATION -TYP. MIN. R-10 BATT INSUL. --(Mrl'/l(;,:jfic/lc=a==;;~~\~~ ~,1,~r HDR. SEE STRUCTURAL --jt,/dAll><:1 SILL PLATE 1X5 TRIM 2X8 FASCIA 4" CONT. SOFFIT VENT '--1 X3 FRIEZE BOARD -......__ 3 JI,_" WINDOW TRIM -TYP. NOTE: PROVIDE FIRESTOPPING AT ALL AREAS AS REQUIRED PER CODE ~-DOUBLE HUNG WINDOW 51:l: DETAIL j;/Mo SEE STRUCTURAL =~:!i:::ill===:::::;::;=====:¢~~~1 FIBER CERAMIC SIDING o/ TYVEK WRAP 0/ 15/32" "PYRO-GUARD" EXT. SHEATHING (SEE STRUCTURAL) 0/ JI,_" TYPE ''X'' GYP SHEATHING 0/ 2X6 "PYRO-GUARD" STUDS AT 16" O.C. W/ 5 1/2" BATT INSUL. R-21 H.D. "ECOTOUCH PINK FIBERGLAS OWENS CORNING" OR EQUAL W/ VAPOR BARRIER 0/ %" TYPE "X" G.W.B. INT -TYP . FLOOR JOIST. SEE STRUCTURAL RIM JOIST. SEE STRUCTURAL VAPOR RETA D R MIN. R-10 BATT INSUL. 2 TOP PLATE -TYP. TREATED 2X8 PLATE -TYP. 16" X 6" FOUNDATION VENTS -TYP. 1----cONC. FOUNDATION. SEE STRUCTURAL & CIVIL -TYP. °"-DRAIN PIPE -TYP. SEE CIVIL CONC. FOOTINGS. SEE STRUCTURAL -TYP. 6 MIL MOISTURE BARRIER -TYP. FLOOR JOISTS. SEE STRUCTURAL -TYP. BEAMS. SEE STRUCTURAL -TYP. C f----------------© TYPICAL WALL SECTION 111=11-011 VIDE R-49 BLOW-IN PRO CEL LULOSE INSULATION MIN. 5/8" TYP BOARD E 'X' GYPSUM WALL 6'i _........., )\ " " \ J ~ ,I " I! D rFLOOR JOISTS. SEE STRUCTURAL -TYP. I = " / PROVIDE 2X4 WOOD BLOCKING AT 4' O.C. OR AS RECOMMENDED BY TRUSS/CELLULOSE PROVIDER. NOTE: CEILING TO SUPPORT LOAD OF CELLULOSE. ~JI,_" OSB DRAFTSTOP FROM CEILING TO ROOF. p E MA ''F TR SSF<: TYD (), J\ Jl Jl J\ Jl }l ) " D 1 H FIRE RATED -DE SING WALL FOR DL P EX CONST. SEE WIL TYPE -TYP. ~~ F.R. SEALANT AT ALL PENETRATIONS -TYP. / " / " / I /()( = %" TYPE "X" GYPS D CEILING PER EXCEP TION 2, R302.3 / )\ )\ JI _._ 2ND FLOOR_C~ /EXT ERIOR WALL. SEE I WALL TYPE -TYP. _ FIN. 2ND FLO~"' -FIRST FLOOR-Cu;+~ D --I D \ ~~ DD DD / " " / \ / DD / -= nn = I I 2X8 TREATED / / '-, PLATE -TYP. \ffl ' ' " ' / rn.e. ~''lil!J'~'"' -IUl/1/ -ll/llllljl/1111 lllJH~ z ;;; o ('l z I "' ,-1 -" I I \ I ', /. DD " " .. ULA TIO nr- TREATED / D fl TE -TY'. / ,~,11111111,,,1 1111,,11, 11111,,111 11111/U 11111i1JU1111 111111/lluuUUUHuur) I I I I = - " p T P. \ = / " " ' '" /, /. 1111~111111\/111 1111 /Ullu ~ TREATED 2XB PLATE -TYP. 16" X 6" FOUNDATION VEfHS -TYP. FIN. '\ ,-~ ~ DRAIN PIPE -TYP. SEE CIVIL LONFIRM ACTUAL ~CONT. 18" GALV. FLASHING W/ \_R-30 FLOOR INSUL BATTS CONG. FOUNDATION. SEE STRUCTURAL -TYP. DOTINGS. SEE STRUCTURAL -TYP. SILL SEAL CAPILLARY SUPPORTED BY LATHS BREAK -TYP. HEIGHT W/ STRUCTURAL B ® PROVIDE R-49 BLOW-IN CELLULOSE INSULATION MIN. PAINTED GUTTERS. SEE CIVIL FOR LOCATION EXTERIOR WALL. SEE WALL TYPE -TYP. D D D D ON 1X PRESSURE TREATED NAILERS -TYP. BUILDING SECTION 1/4"-1'-0" I I I I I I 5/8" TYPE 'X' I GYP~UM WAL BD -yp -CONG. F -6 MIL MOISTURE BARRIER -TYP. FLOOR JOISTS. SEE STRUCTURAL -TYP. BEAMS. SEE STRUCTURAL -TYP. D D ' 0 I "' D D BEAM. SEE STRUCTURAL ___ 2ND FLOOR CL4 WINDOW. SEE SCHEDULE OVERHANG W1NDOW. SEE STRUCTURAL __ F_IN_._2ND FLOOR ~ "' FIRST FLOOR CLG ~ " JOISTS AT OVERHANG WINDOW. 2XB TREATED PLATE -TYP. GRADE. 0 CONFIRM ACTUAL DEPTH W/ STRUCTURAL CONT. 18" GALV. FLASHING W/ SILL SEAL CAPILLARY BREAK -TYP. A 1---~-------c-c-~ @ BUILDING SECTION 1 /4"=1'-0" SEE STRUCTURAL (1) LAYER OF GYPBD. ON UNDERSIDE OF STAIRS -TYP. R-30 FLOOR INSUL BATTS SUPPORTED BY LATHS ON 1X PRESSURE TREATED NAILERS -TYP. b I ;,-, SOFFIT PANEL -TYP. TREATED 2XB PLATE -TYP. 16" X 6" FOUNDATION VENTS -TYP. FIN. 1ST FL0~4--+----+ ___ GRAD!:_+ 2 CONC. FOUNDATION. SEE STRUCTURAL -TYP. CONC. FOOTINGS. SEE STRUCTURAL -TYP. MIL MOISTURE BARRIER -TYP. FLOOR JOISTS. SEE STRUCTURAL -TYP. n:'. 0 LL ::J 0 ..c N s..... ~ ·-c C Cl} -, Cl) Cl) >< Cl) C. :::J D Cl) ·-Cl) co 0 "O C co .c O>' ·-I ,5 w z <D LO wo ~~~ 0 z <( w t5 s I-n:'. - ()<( w z LL ~ 0 LL z .....J w w -, n:'. (j) ..-- "" ..-- Contact: Andrew Wang 425-246-9566 awangpro@gmail.com RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION Revisions: No: Description: Date: b. COOROINATION 01-23-15 & CITY SUBMITTAL 02-20-15 BUILDING & WALL SECTION A3.0 Start Date: 01-13-15 Job Number: 14519 >-'------------------------------------------------------------------------------------------------------------------------------------------------------------------------- i t r---._ i i '-' , ' Cl I I ,1_ ~~·-·~===i.--·-·--r.--------'=· ~ ·~_,.,.,.,..,--~ CY, \ '-"v \ ! ' -,~. i l , . ' ! ' LAS Landscape Architectural Services P.0, Box 11134, Tacoma, WA 98411 P: 253-671-2221 email fwblas@aol.com - , ... ;_, , ... , • . ...) iJ -[J 9° 22 48"W 130.00 © z 10 Scale 1" = 1 O' CONTOUR INTERVAL 1 FEET SITE PLAN <i 011 Cl L! .1 I c..o d OJ ··-·-.s:1 . 1 40 ' w z . w > <( 1419 JEFFERSON AVENUE N.E., RENTON WASHINGTON) 98056-3115 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 exp; 1-20-2017 405 FREEWAY NE. 16TH STREET w z KIRKLAND AVENUE w > / <( PROJECT SITE z 0 en 0:::: w ""-., __ LL LL w -;, ~IE. PARK DR. I ~ NE SUNSET BLVD. ~ SUNSET BL VD. NE. . VACINITY MAP I SHEET INDEX T -1. TITLE/ COVER SHEET LANDSCAPE PLANTING: L -1. PLANTING PLAN & PLANT LEGEND L · 2. PLANTING NOTES & DETAILS L · 3. PLANTING CONSTRUCTION DETAILS LANDSCAPE IRRIGATION: I · 1. IRRIGATION PLAN & LEGEND I · 2. IRRIGATION DETAILS I · 3. IRRIGATION SPECIFICATIONS NE 12TH ST. RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION :J 0 ..c N I... I... ~ Q) ·-c C $ 53 0 --, w .....J I--I- I-w w I (/'J 1-- LI.J LI.J :::c: er., 0:::: LI.J ::::::=- C> <...:> -LI.J ____. 1-- 1-- F. W Bushell DESIGNED BY February 17th 2015 DATE AS NOTED sea e SHEET T -1 VJ z 0 VJ > w oc:: ci = LOCATED IN SW/4, SW/4 OF SECTION 4, ,_ .-,.·~" j, ,_ , ., . "' -., -· S89° 22' 48"W 130. 00 ------------------- 0 r-'-'----,0 LAW~AREA PRU'·JIL:10 SLICj~~ SOI·_ C'<OWI'! , 0 ,,sour"'"'"'·'" "''' ,' : ~--~ I GAZEBO I DEEP SEA~\NG !~~///' ',;·:-~ j I / PAYERS USED TO:HOLD BACK THE j i 'j RAISED I ' VEGGIE h.l BED i '. I I i BY O';\tlE'< I j I I 1,~ 011---, ' .. !! / f]i;/ D 'r'.1 jr~I_J---· ·011 'I D I' , :tJ RAISED Fl \, VEGGIE LJ BED D !_ Di D1i or ! B1'0't,mc.l/ j; 0 D GRAVEL i, -:=-':;'G~'Y~'-·_-_---_--_---i--' -~1------~--1D ----1J I _______ !,._ \ ' . ' D D D D D D D D I LA\J\{N AREA PROV rJE "'1LIGW SOIL C'<CWN TO lt.suR9su'trtc:;cc CRA PMG~ 0 -10 Scale 1" = 10' CONTOUR INTERVAL 1 FEET OPEN SPACE REQUIREMENT; NEEDED; 350 SF /UNIT X 4 UNITS -7400 SF. PROVIDED; 3078 SF. PR/VA TE YARD NEEDED; 250 SF /UNIT X 4 = 7000SF PROVIDED; 7 5'X7 7. 5' =262. 5 SF /UNIT X 4 UNITS COMMON AREA AMENT/TIES: 7. PICNIC BENCHES 2. BBQ GRILL DENSITY BONUS AMENITIES 1. GAZEBO 1. DEEP SEA TING SET 7. FIRE PIT 1. 4 X RAISED VEGETABLE BEDS 7050 SF _, ! 40 I I I I ----_______ , __ -'' ' ;;--f ; © z I I I I I I I I ------+---· I I I I \----, --,, +- , ---·, z s q ::5 I I a ' -,1 <( ...I d I I -------------------------~ ' I TWP 23N, RGE SE ' W.M. I i . I w z . cp w ~r1-> ~r--: <( z cp cp 0 ,.,.._ Cf) I 0::: w Liu Li__ Li__ ~ w ---::, "1- I t Qr I . ' ) i ' I I I I i I I ' j, ' . ,._, .. ,.., .. 4"' •• I A PL PLANT MATERIALS SCHEDULE SYMBOL # BOTANICAL NAME COMMON NAME (3) Fogus sylvotico 'oowyck Purple' Oowyck Purple Beech 40' height, 12' spread, deciduous SIZE 2"col (2) Mo/us domestico 'Fuji' 2"co! Fuji apple tree 17'-20' height, & spread, deciduous zones 4-9 (1) Prunus domestico 'Stanley' 2"co! Plum, Purple Plum 17' 20" height, & spread, deciduous zone 5-9 ROOT CONDITION B&B BARE ROOT BARE ROOT PY (2) Pyrus pyrifo!ia 'Chinese Pear' 2" col Chinese Pear BARE ROOT 17'-20" height, & spread, decidious zones 4-9 (23) Thujo occidentolis 'Smorogd' 6' height Emerald Green Arborvitae 12' to 15' height, 4' spread, evergreen 8 (20) Abe!io 'Confetti' 2 go/Ion Confetti variegated Abe!io 3' height, 3' spread, evergreen EB (24) Rophio!epis umbe!!ato minor Dwarf Yeddo Hawthorn 5 go/Ion (@ (20) D (10) 8 ( 36) 0 (7) 3' height, mounding, evergreen Co!amogrostis acutif!oro 'Kori Foerster ' 5 gallon Feather reed grass 18" height, grass clumping He!ictotrichon semperv1rons 2 go/Ion Blue Oat Gross 18" height, clumping grass Rosmarinus offician!is 'Huntington carpet' 2 go/Ion Huntington carpet Rosemary 12 -18" height, compact evergreen Viburnum tinus 'Spring Bouquet' Huntington carpet Lourustinus 5' to 6' height mounding, evergreen 5 gallon B&B or Container con toiner container con toiner container con toiner Arctostaphy!os uvo-ursi Emerald Carpet 4" pots NO SYMBOL ON PLAN LAWN AREAS Emerald Carpet Common Bearberry 10" height, spreading evergreen plant ot 24" on center within all planting beds, Hydroseeded Lawn, (at Owners option to use local sod) North West Blend 2,980 square feet of area D (28) 18" concrete steppers, Owners choice --c--- no symbol wood fence by Owners contractor Provide 2--1 /2'' fine bark mulch to all planting beds. (1919 sq. ft.) planting beds with 2--1/2'' depth of fine bark mulch (853 sq. ft.) permeable unit pavers set on 5/8 minus compacted gravel. NOTE; all square footages an materials counts are approximate and actual counts final counts are the responsibility of the Owner /contractor RECEIVED MAR 12 2015 CITY OF RENTON PLANNING DIVISION Rr:c.1~" ·~o MAR l -_, CITY 01' RENTON PLANNING DIVISION I- Q) C 5 0 w _J I--I- I-w w I (f) :::J 0 ..c N 1- 2 C C (],) J F. W Bushell DESIGNED BY February 17th 2015 ATE 1"=10' sea e SHEET L -1 E 0 (.) w f-- <( 0 VJ z 0 VJ > w O;;'. ci = ,' ' PROVIDE A 4" DEEP WATERING BASIN. WATER IN THE TREE THEN REMOVE AFTER TREE IS WATERED IN THOROUGHLY 2-2"X2" FIR STAKES, PRE-STAINED BROWN. DRIVEN INTO STABLE UNDISTURBED SOIL. PARALLEL, EVEN TOPPED & UNSCARRED '---jj--2-HOSE AND 12 GUAGE WIRE TIES TOPSOIL PER SPECIFICATIONS PULL BACK 1/2 OF BURLAP AND CUT WIRE BASKET IF ATTACHED HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT BALL CROWN 1" ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MfX NAIL WIRE TO STAKE TO STABILIZE FINISH GRADE ROUGH GRADE AGRIFORM FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S SPECIFICATIONS ROOT BARRIER REQUIRED WHERE TREES ARE WITHIN 5'-0" OF ANY CURB OR SIDEWALK EDGES. 1 O' LENGTH CENTERED ON TREE ROOT BALL, 5' ON EACH SIDE OF TRUNK. PLACE AT CURB OR SIDEWALK. AMERICAN DRAINAGE PRODUCTS MODEL RB-18 DECIDUOUS TREE PLANTING AND STAKING DETAIL N.T.S. 1/2 EQUAL EQUAL . . . . . ·. . . . . . ·.. . . . '.. . . ~~···· .edge 6f planting area plant TRIANGULAR SPACING DETAIL Copyright One Leo/ Publishing Co. N.T.S. MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER DEPTH TO PLANT TRUNK. _m m m Io PLANT PIT 1=1 ~I 111 Htl ~ EXCAVATED TO -. ,_ --- 2TIMESTHE -- ROOTBALL DEPTH AND 3 --1 11 -111 "'t-rW= TIMES THE WIDTH ··-111 PULL BACK 1/2 OF BURLAP_~ AND CUT WIRE BASKET IF ATTACHED PROVIDE A 4" DEEP WATERING BASIN AROUND SHRUB. WATER IN THE SHRUB THEN REMOVE BASIN FINISH GRADE ROUGH GRADE HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT BALL CROWN 1" ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX AGRIFORM FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S SPECIFICATIONS ONE GALLON AND LARGER MATERIALS SHRUB PLANTING DETAIL copyright One Leaf Publishing Co NTS ROUGH GRADE / / / DECIDUOUS AND EVERGREEN MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK AREA. / / GROUND COVER / / / / / / / SPECIFIED TOPSOIL SHRUB AND GROUNOCOVER PLANTING copyright One Leaf Publishing Co N.T.S. GENERAL PLANTING NOTES 1. The landscape contractor shall be responsible for familerizing themselves with other site improvements prior to starting any work on the project. 2. The landscape contractor shall use ca\ution while excavating to avoid disturbing any utility. If utilities are disturbed the contractor shall at once notify the general contractor, owner or anyone that would have interest in the disturbance. The landscape contractor shall call for a complete locate prior to start of work. 3. The landscape contractor shall be responsible for computing the correct quantities of plant materials, amounts of materials such as soil, bark and any other required materials and labor etc. needed to complete the project. 4. Ground, cover if used, shall be planted in an equilateral triangular spacing pattern at the spacing shown on the plan set materials legend. Where ground covers abut a curb, walk or planting bed edge the minimum spacing to the edge is 12" from the center of the plant. 5. All sub-grades shall be set by the general contractor to 1/10th of an inch of finish grade less the depth of the specified imported topsoil depth. 6. A minimum depth of 4" three way imported topsoil shall be used in all planting areas and lawn areas. 7. Rototill all shrub-lawn areas to a depth of 8" except areas that slope and tilling would jeoperdised stability 8. Provide a minimum depth of 2-1/2" fine bark mulch in all new shrub beds, keep mulch off plant trunk. 9. Fertilize all plantings with agro transplant fertilizer 4-2-2 per the manufacturers specifications. 10. Fertilize all plantings with agriform tablets per the manufacturers specifications. 11. All plant materials shall conform to the current edition of the A.A.N. standards for nursery stock. Any replacements of dead or damaged stock shall be completed at once. 12. The landscape contractor shall maintain the landscape durring and through construction and until final acceptance. 13. The landscape contractor shall guarantee and warantee all materials and workmanship for a period of one year and/or one complete growing season 14. The property owner shall water all areas after acceptance from the landscape contractor and through the one year and one complete growing season of all plant materials. 15. The common area back yard will be hand watered by the residents. RECESVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION ~ 0 ..c N I- I-2 Q) C C C 3: Q) 0 -, w _J 1--I- I-w w I (f) er., LLJ 1-- C> :z::: oe:s er., ___J jC LLJ Cl C) :z::: 1--:z::: c:::::c: ___J a_ F. W Bushell DESIGNED BY February 17th 2015 DATE AS NOTED sea e SHEET L-2 ~ <( 0 CJ) z 0 CJ) > w 0::: ci = 684-002b IC Shelter Systems Inc 'J;::"'°'"' L01\DS -o FO)MDATIGfl 1/IPS, 11'!-KIPS: LO.~D CC//Dll·IATIC:N AXIAL(X) Sl·EAR:YJ SHF~.'((l) P,,,Ui,HH(Yi MCNEcJT:z: CL 0.32 O.OC 0 co oco SL 0.56 O.OG 0 JO 1;,co W UFL1=r -U.46 0.06 0.80 0.16 521 W-FY -0.H 006 0 80 O.CG 'NF! Q,\2 003 -0.05 5Cfj 3.47 f-----------~,.~FY~--+-,~1_:i~o-t-~o~m~+-,~. ,c---r--:o"Crnc-+-:-9_cc:3---1 F.-7 0 J2 O 00 0 :l9 -9.&-3 0.CO ~·--=---~~~-~--~---~---~--~ FHESE FOUI-ICATiot-J ~0."0S Al.[ l'CR ~STfM;n1G P:J[<PDSE cr-r_ Y THE ACTUA.'. V)AU3 WILL l:l=: DE ldll'!l~l~U 11•1 !HE F 11.-\L CN3J-IEE'1.lt-.G ~JC'ES • IA~Lf SI tYNS ur,r:Acrnr1rnsrn··/ICC L:)1\CS -A FOU-IDATIO\I DES:GN "P.S :1,:,T E•E[l-1 ~~Rro:i.r• .. EC JY D)IJ SI H T[l. 2YS-CtiS lr.c . A UT10ED ~h'.]l!-H:k f'AMILl~.k 'NI f--1 SDIL COHJI IH1S AT CO'bTRI_CiC'II SITC t,'.lST FEr'.FOkl,1A °CLJ\l)~.flOl,J DE3 G·J • Tl-iU>''!UCTURI: I AS [EE\I [P:G:r;E['sED AS M-1 CHI,, 3 ::'{UC IIJk~ -cc:-:c;u ... T 1(;0.'-1 S0 IEL TE'<. SYSEP-,IS ll·IC. 1.= Tl-IE sn:JCTUIIC 1:-TO QE FKCOSEO -COOf(fJ,J·!ATES AFi7 LOCAL TO ~HF. COLUv'H JCHllTlr:;·.JS ~ERi/ci': LCVE_ D:CA.) LC-AD REACT 011 WITH TH~ GF.'XESI AKIA' '-°.AC SL~ SE'1.VICE _EVEL SfK:-'N LO . .:.r: REACIQ\J 'NITH THE CREATE ST ;J'AL LOAD \~'LL" SEfWIC:C LEVEL Wil·JD LOAD R'::ACTICN '."ii TH T --i:C GREATEST IJFLIFT LCAD W-Y = srnv:c;:; LE°'JEL WIMD L0/1.D REi\CTICJ,J Wl;"H T.--iE GREATEST MAGMITL.CE OF SHEAR 11·1 THE l.OC/l.l. ., DIRF.CTIOI\ W-7 = SEINICF IEV':l. WI-IC LC/.D .'<.EACIIUt< 'i',;i 1.--i I HO '1-Sl:111 b!-SHE1\R VA_UE ACT .i':G 1;-1 ~HE SAlv"E Dl~ECTlct·i AS -HE DI. SHF.AR I.CPL E-Y • S[li/1(;[ L~VLL S~IS~,110 '-0.~D R[i\CTIOi'I WITl-i l-!E GREATEST M,\Gl-,ITl~CE Q_= SH~AR IN rHE LOCAL~ DIRECTll~,, E-L = SEfc'VICE l.~\/EL SElsr,_;:c LC?.D REACT Ct! WITH THE GKCAfES r ·-,1.~G'Jl:UlE c:I' SHEAR ltJ THE LOCi'.LZ Ci?C:CTICfl NOTES: 314' ANCHOR BOLT 4(PLCS) LEVELING NUT (2) 314" ~JUTS (4) {PLCS) 1 INSTALLATION TO BE COMPLETED IN ACCORDMJCE WITH IMNUFACTURERS SPECIFICATIONS 2 DO NOT SCALE DRAWINGS 5' RADIUS 'PRELIMINARY: NOT FOR CONSTRUCTION 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 684-002b. IC Shelter Systems Inc GRA.DE FRONT 'PRELIMINARY: NOT FOR CONSTRUCTION 684-001a ISOMETRIC NOTES 1. lfJSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. rJtJNrnACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wwN.CADdetails.comlinfo REFERENCE NUMBER 684-001a HEXAGON HX12M-P4 ELEVATION 684-001c --CX) -CV') CV') I 0) CX) FRONT NOTES: 'PRELIMINARY: NOT FOR CONSTRUCTION ISOMETRIC ALL STRUCTURAL COMPONETS WILL BE TUBE: ASTM A500 GRADE 8 PLATE: ASTMA36 BOLTS: ASTM A325 NUTS: ASTM A563 WELDING: GMAW NOTE COLUMN SIZE: HSS5X5XO. 1875 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 1.-IANUF CTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS, CONTFfAc~~~"ffi: ~g~~~ij~<J%1D COMPANY IMFORMATl::!J VISIT v.CADdetails.com/info HEXAGON HX12M-P4 <.O FRJI.ME IC Shelter Systems Inc FASTENERS 314" PAINTED SCREW 11/4' PAlmED SCREW (1) ON EACH SIDE OF RIB ALONG THE RAFTER SEE DETAIL M-H1 NOTES 1 114" PAINTED SCREW 3/4' PAINTED SCREW (1) ON EACH SIDE OF RIB ALONG THE PURLIN (IF PURLIN IS REQ'D) SEE DETAIL M-P1 3/4" PAINTED SCREWS (1) ON EACH SIDE OF RIB & (1) IN-BETWEEN RIB ALONG TIE BEAM 'PRELIMINARY: NOT FOR CONSTRUCTION MULTI RIB PANEL SECTION ROOF LAYOUT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2. DO NOT SCALE DRAWINGS. 3. CONTRACT~lij'B.l;~~:i@[ti:tOMPANY INFORMATION V!SIT wvwv.CADdetails com/info HEXAGON HX12M-P4 ROOF LAYOUT 684-001d PROTECTED BY COPYRIGHT 03/14105 www.CADdetails.com PROTECTED BY COPYRIGHT -03/14105 www.CADdetails.com PROTECTED BY COPYRIGHT 03/14/05 WONW.CADdetails.com PROTECTED BY COPYRIGHT 03/14/05 www.CADdetails.com --N -...--- 175-185 1" SETTING BLOCK f NOTES 024" PIER INGROUND MODEL 8'-0" O.A. 012' PIER 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 2. DO NOT SCALE DRAWINGS 3. CONTACT LITCHFIELD INDUSTRIES FOR DIMENSIONAL INFORMATIO~J AND SPECIFICATIONS. 4. ALL FOUNDATION DESIGN INFORMATION SHOULD BE CONSIDERED AS PRELIMINARY ONLY 5. CotHRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATlotl VISIT ww.v.CADdetails.comlinfo REFERENCE NUMBER 175-185 SURVIVOR SERIES TABLES MODEL 4612, 8 FT. LONG PROTECTED BY COPYRIGHT· 04120105 SURF/1,CE MOUNTED MODEL r PORTABLE lv'.ODEL 4499-00SB ---~- r;,· ·---r--·i-:-,, ,_ CUT-OUT VIEWS { !: 1F REAR CLEARANCE REQUIRED FOR HOOD OPENING •. ' ~ ISOMETRIC ',.; FRONT VIEW SIDE VIEW NOTES: 1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH l~ANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3 DO NOT SCALE DRAWING VIEW 4 CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT l'MW.CAOdetails.com/info REFERENCE NUMBER 4499-C06B. GRILLS GRILLS: HYBRID FIRE BUil T-1~1 GRILL, 38-INCH, FOUR-BURNER ( K900HB ), CUT-OUT & HOOD OPEN DETAILS REVISION DATE 11107/2011 114-007 'N!l!f. uniiuck .con\ [Jo NOTES· SUPER-DECOR LENGTH 230MM WIDTH 120MM , HEIGHT 60MM UNI-DECOR LENGTH 2251v1M WIDTH 140MM HEIGHT 601111M TURFSTONE LENGTH 599Mi11 WIDTH 398[vll;I HEIGHT 80MM 0080 DE? 00 CJ ffl D 0 IL CAMPO LARGE SQUARE 300MM X300MM LARGE RECTANGLE 100MM X 300MM MEDIUM RECTANGLE 200MM X 150MM SMALL SQUARE 150Mlvl X 150MM SMALL RECTANGLE 100MM X 150MM BRUSSELS BLOCK FULL STONE 173MM X 208MM HALF STO~JE 173MM X 104Mlvl QUARTER STONE 84.5MM X 102MM UNI ECO-STONE NEW TECHNOLOGY LENGTH 230MM HEIGHT 80Mlvl WIDTH 115MM 1. INSTALLATION TO BE COM!=!LETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. SITE ASSESSMENT BY A GEOTECHNICAL ENGINEER MUST BE CONDUCTED PRIOR TO INSTALLATION 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION \/ISIT1nnvw.CADdetails.comlinfo REFERENCE 114-007 8 UNILOCK PAVERS -PAGE TWO www.CADdetails.com PROTECTED BY COPYRIGHT©2011 CADdetails.com LTD www.CADdetails.com PROTECTED BY COPYRIGHT 06/05itl6 NOTE: OWNER RESERVES THE RIGHT TO SELECT ALTERATIVE MANUFACTURERS, MATERIALS AND PRODUCTS UNI-STONE LENGTH 225MM WIDTH 112.5MM HEIGHT 60Mlvl ANCHORLOCK LENGTH 225MM WIDTH 225MM HEIGHT 80W,1 DURA MAT LENGTH 500MM WIDTH 500l•AM HEIGHT toOMM www.CADdetails.com MATERIAL: BLACK RIGID POLYVINYL CHLORIDE {PVC) WITH CARBON BLACK CONCENfRATE [lj SELECT DESIRED PACKAGING: 0 6-15 FT PIECES BUtJDELED (90 FT) 0 12 • 7.5 FT PIECES BUNDLED/BOXED (90 FT) ISOMETRIC VIEW UNDER PAVER INSTALLATION DETAIL 007-002 DIMENSIONS: HEIGHT: 1 314' VERTICAL LEG LENGTH; 2 3/4" HORIZONTAL LEG VERT. THICKNESS: 0. 175" TO 0.185" HORZ. THICKNESS: 0.145" TO 0.155" APPROXIMATE WEIGHT PER 7.5 FT PIECE 2.8 lbs PER 15 FT PIECE 5.6 lbs PER 7.5 FT BUNDLE 34 lbs PER 7.5 FT BOX 39 lbs (INCL. STAKES) PER 15 FT BUNDLE 34 lbs NOTES: 0 w ~ i HORIZONTAL LEG SIDE VIEW TOP VIEW 1. INSTALLI\TION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3 DO NOT SCALE DRAWING. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT 'll'l'!W CADdetails.comlinfo REFERENCE NUMBER 007-002 PAVER RESTRAINTS BULLDOG-EOG. TM PROTECTED BY COPYRIGHT ©'.2012 CAOdetails.com LTD STEEL STAKE H-CLIP CONNECTOR www.CADdetails.com "-0 F" <( f- U1 z 0 0 w f-O'. ('J w ;,; f- I U1 U1 c3 <( w " O'. ro I... :J ....... u Cl) ....... f--u w f-- I u O'. <( w (L <( u U1 0 z <( _J [L RECEIVED MAR 1 2 2015 CITY OF RENTON PLANNING DIVISION _J _J "' w "' I N U1 => ci " rn z 0 2 N "" F" I _J <( 0 _J u N 3 C: I c= "' 0: z w 0. <( u X • O'. "- / ::J 0 ..c: N I..... I... ~ (I) C C C :s: (I) 0 --:, t5 co ....... C 0 (.) w ....I 1--I- I-w w I Cl) F. W Bushell DESIGNED BY February 17th 1015 A AS NOTED sea e SHEET L-3 - w f- <( 0 C/) z 0 - C/) > w Ct'. ci = E 0 (.)