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HomeMy WebLinkAboutLarge Format"-4 '-\ _J 1 ......-____ 1_0_,._ ________ 9 __________ s _____ _.., _____ 7 __________ 6 ___________ s ___________ 4 __________ 3 ____ --...... _\~---2----..... ----1----, A B C D E F G 10 -------------------------------------------------------------------------------------------------------. -----------------------------. ----------------- e-ea E-21a e-2,i, E-ea e-12 ELEVATION NOTES (E·I (E·2 ) ASFI-IAL T COMF Sl-!INGsLES, PASCO OR EQUIV. "ANTIQUE SLACK" ] 2x8 SAf<!:;,E SOARD W/lx3 TRIM e GoASLE ENDS (E-3 ) 2x FASCIA SOARD e EAVES TSD SY DEVELOFER (=E""-~4~] PRIME 4 FAINT CONTINUOUS MTL. OOTIER AND DOWNSPOUTS (E-& ) NOT USED (E-11> ) "1-!ARDISOARD" BEVELED SIDING, w/ II>" EXF05URE FER ELEV. INSTALL FER MFR SFEC5 .. (=E""--11,~a) SODY COLOR A <VERIFY W SUILDER) RODDA FAINTS CA,Z,4& "1-!EARTI-!" ("'E""-..,.11,"'§ SODY COLOR S <VERIFY W SUILDERJ RODDA FAINTS CA IZ>11Zl "6URLAF" .(""E~--,i,cJ~ SODY COLOR C <VERIFY W SUILDER) RODDA FAINTS CAIZ>ll>IZ' "CLOVE" "'(E""-~ll>ej~ ACCENT COLOR (VERIFY W BUILDER) RODDA FAINTS Go·':l "DIVINE COOL" D D D D D --.------------,_ __ . __________ _ ,-, r:~ ' I ' ..I UNIT TYPE V -END UNIT TYPE B LOT23 e-2 e-1 e-1 e-2 ---------------~T.O~P~-1,c------------------------------- ~ e-4 ; I e-6• ~ "" e-llc e-13 r.o. &JeFL. = e-2,i, -----------~===----+~ ----------------------- ---~~-=_-1"DR e-2,i, = ~ e-llc ' .. e-1<!> T.O. &JeFL. T.OP. ti ' ;;, ... I ------------------------------ e-llc e-13 e-1,i, ~ -------------------------- ----_____ ------~T.O=P~-'+ "'f _____________________________ _ e-6c e-,3 e-6• e-26 TOP OF 5LAB • GARO.H.DR ~ • .. ------------------r,;~ e-23 e-22 e-26 ~-------4'-<Zl" FIRE PROTECTION --~------ LJ -----·-----·· ---------.-- -LJ ---Cf> I I I I ==-I =i--=,:= I I I UNIT TYPE V -END UNIT TYPE B 1 LOT23 FER I.RC. &ECTION R302.2.2 e-11a o -11 LJ f! I ff UNITTYPEV LOT22 ~ e-21a ' . LJ ' I ___ [_ ' D f! I ----r-----r-'!i l ' : ...J Lk:.&16b:\ 1 e-6c I e-21a I UNIT TYPE V -END UNIT LOT21 -------_____ r=.o=p=· le-- 1"DR. --------=~-+-------.. ' ,I) --------~T=.O~.eueF==L·'k--~k~ __ ___ -·-_____ . ____ T=.O~P~ . .., "'f _ --·-----~HD=R.~-+---___ _ l;-11 ~T=.O~. S1=113F=L-,__~..,~-__ _ ---________ T=.O=.P~. +"'f - TOP OF 5LAB • GARO.H.DR ~ ' .. BUILDING E -EAST ELEVATION SCALE: 1/8" = 1 '-0" BUILDING E -NORTH ELEVATION SCALE: 1/8" = l '-0" [E-1 ) NOT USED (E-8 ) "1-!ARDIBOARD" BEVELED SIDING, w/ I.I" EXPOSURE FER ELEV. INSTALL (E-8a) ~~o~~~-<VERIFY W 6UILDER) RODDA FAINTS CAIZ>4& "1-!EARTI-!" (E-8b) ~'tDY COLOR B <VERIFY W SUILDE. R) !'WDDA FAINTS CA 1Zl11Z' "BURLAP" [E-8c) OODY COLOR C <VERIFY W 6UILDER) ·RODDA FAINTS CAIZ>ll>0 "CLOVE" ~l ,ACCENT;;COLOR <VERIFY W BUILDER) , :RODDA.FAINT& Go-':l "DIVINE COOL" H, NOTUSED (E-10) 2xl!Z' BAND BD. RODDA FAINTS "SIERRA BLANCA" BUILDER FLASI-! " TOF CONT. -~-' I [E-11 J (E-lla) (E-111:>) (E-llc) (E-lls] "1-!ARDIBOARD" BEVELED SIDING; w/ II" EXPOSURE FER ELEV. INSTALL FER MFR 5FEC5. BODY COLOR A (VERIFY W BUILDER! RODDA FAINTS CAIZ'4& "1-!EARTI-!" BODY COLOR B (VERIFY W BUILDER! RODDA FAINTS CA ,Z,1,Z, "BURLAP" BODY COLOR C (VERIFY W BUILDER) RODDA FAINTS CAIZ'll>IZ' "CLOVE" ACCENT COLOR <VERIFY W BUILDER) RODDA FAINTS G,-':l "DIVINE COOL" (E-12 J ENTRY STONE-ELDORADO STONE ®·3,& , · OR EQUIV. FRE55COTT BLUFFSTONE, A83 DRY STACK FER DETAILS (E-13] DSL GoLAZED WINDOWS FER WA51-!. STATE@ ENEf<!:;,Y STANDARDS, PROVIDE ALL "U" ':l VALUES. WINDOW WRAF, 3" WIDTI-I WOOD TRIM, 1-!EAD AND JAM65 Ae.4 2x3 SILL, SLOPED TO DRAIN OVER ALL WNDW TRIM RODDA FAINTS "SIERRA BLANCA" (E-14) DEC.'< RAILING. 311>" 1-!IGol-!. 4"~ SFI-IERE, 61-!ALL NOT FASS Tl-!ROUC.1-1 FER 2012 I.RC. R:312 FER DETAIL ~ (e-1& J F.T. 11>x11> FOST WRAF To 8"* ~ FER DETAIL~ ( E -Ill> ) NOT USED ~ (E-11 ) 8";;,LUMINUM TUBE CANOPY" · . ENTRY FER OTl-!ERS RODDA FAINTS CA218 "CAYENNE" (E-18 I NOT USED (E-1':l) BOLT ON ALUMINUM JULIET BAi,CONY FER OTl-!ERS (E-21Z') 8" ·:ALUMINUM TU6E SUN Sl-!ADE CANOPY W/ ANGoLED SLATS FER OTI-IERS RODDA FAINTS CA218 "CAYENNE" (E-21 ) JAMES 1-!ARDIE "1-!ARDIE 69\(12-10\ (E 21 J REVEAL PANELS" FER DETAILS~~~-~ 12x41Z' Go,ABLE END VENT <DECORATIVE) 3" WIDTI-I WOOD TRIM, 1-!EAD AND JAMSS 3" '1-!IDTI-I WOOD TRIM e SILL (E-2la) (E-21ej (E-22 ) (E-23) (E-24) BODY COLOR A RODDA FAINTS CAIZl4&, "1-!EARTI-!" ACCENT COLOR <VERIFY W BUILDER) RODDA FAINTS Go-':l "DIVINE COOL" 2xll> TRIM BD. GoARAGIE ONLY SUILDER FLASI-! " TOF CONT. FER DTL RODDA FAINTS "SIERRA BLANCA"L18\ 2x4 CORNER TRIM ~ \@ FER DETAIL A83 · RODDA FAINTS "SIERRA S ANCA" ENTRY DOOR TBD BY SPECS, @,4 CONFIRM WITI-! DEVELOFER RODDA FAINTS CA218 A 8 .4 "CAYENNE" (E-2&] NOT USED (E-211>] FINIS!-! GoRADE FER CIVIL (E-28) ',J 1t,,., 12"3,Z, ~i!J:lLl'c END VENT <DECORATIVE) 3" WIDTl'IJWOOD TRIM, 1-!EAD AND JAMBS 3" WIDTI-! we;c:r;) TRIM e SILL ':,, ',. ' (E-2':l) li,!x412' Gi~!3LE ',~,ID VENT (FUNCTIONAL) .,,,, ,, 3'1 WIDTl'i WOOD TRIM, 1-!EAD AND JAMBS 3" WIDTI-!. WOOP TRIM "' SILL 'i'.}'• (E-31Z>J'iil2?<3.}i?',;.~e:l?LE,,,END VENT (FUNCTIONAL) 3"'1/slbTl'l'WOi'r;,,RIM, 1-!EAD AND JAMBS 3" WIDTl:f"wc),,}'', 't~IM " SILL .. -~·-\ ,si:,· .. p" MAX. eulLDING MEIGHT -.. -------------. ------------------. -. --------------.. --------------· -----. ----. ------. -. ---------. ----. ------------------. ··-. ------------. --. -.. -.. --. -----------. --------. -----. - e-21a E-2<!> e-1,i, e-6c e-6b e-26 9 • e-1 e-11a -·----· u-_____________ E-11• -, D -'~------- --------~~ ~ -.,-------------- -----------,_ ' ' I.. UNIT TYPE V -END UNIT LOT21 BUILDING E -WEST ELEVATION SCALE: 1/8" = l'-0" 8 • 7 e-13 e-n e-12 e-1 e-2 T.O.P 1"DR. ---' ----------m::I-4J=7" <I) ~ • ' .. ,I) e-21a T.o. SU!lFL. T.O.P . HDR ' ~ ______________ _[Jle_[;c2~1•i},=~ ... I -----------------------------e-1,i, = = ~ ~ • • ;;, .. e-1i T.O. &JeFL. . T.O.P. %;--------------___@e_],11[}=,... ' ----------------------- --------------------e-21 ~ e-24 ' .. TOP OF 6LAB • GAR O.H.DR j 6 ' ...J ~----~--4'-<Zl" FIRE PROTECTION ----,------, FER I.RC. &ECTION R3<Zl222 e-llb e-ea ~~e-llc uo ' ---_ _J __ ' D'h-----1.11 ' ..,j e-6c UNIT TYPE V -END UNIT LOT21 ------------- ' llf-lHILJlli--1:HII e-6b e-6• UNITTYPEV LOT22 w LJ l I I LJ e-6• ' ' I e-6c ..J VNIT TYPE V -END UNIT TYPE B LOT23 BUILDING E -SOUTH ELEVATION SCALE: 1/8" = 1'-0" 5 4 3 ____ T~.O=.P~. 'k-------- '•HDR .. ' e-2,i, ··r.o. 6Uefl. ~------~ -------~.H~D~R--T~.O~.P~. 'k-! ------ . ~ ' ;;, ~T.O=·~Sl=U6F=L=. «-~'k-~. _____ _ T.O.P. .,. ---------~~'k-' ------ TOP0FSLA6 • GARO.H.DR 2 MAY 2 1 1015 1 l'l I I u '" <1: " :,: CJ >' '" C1 w ;- ;- D _J 0.. :,: <1: LO ::, p \:1 D i= u w V) p z "" " z D -;- <1: > w _J w w LO z -p _J -::, "' "' .f / ;- '" :, D u z "" :,: ;--I ::, I V') C> u I:; :,: '" w 0.. ' -0 0 / V') ;-w w I " / " w ,c D I z ::, 0 ;- ;- '" :, D u z <1: :,: ;--I ::, / Le V') ' u "' - l\J -I l£l l') -/ x 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 61 () -ll (),) 00 -.J ' -.J 'q' ;! ,l\ I--'q' ' Ct:: tl\ N 0~ :::::i 'I' =s< C) (:) 'I' () QQ I _Q [L ~~2 w (),) < I-(J] 0 ~ (.') <::( ::J z cJ) () E,-4 I ;::; ~ ui>'-:{ ::r:: cJ) '-'l E-4 tl\ (/J .___ z i~:r ~".:~ z cJ) p :B ©l~~ ~ 0~ <' :rw () t.) 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E-11• e-11 E-llb e_-J111> e-2E> (E-1 (E-8 ) (E-8a) (E-8b) (E-8c) ~) r [; -_-_ V -----------,,.., --. ----- e-la -" " c=== ~===:::::::::::::::~:::::::::::::::::: .J UNIT TYPE V -END UNIT LOT26 E-1111> E-23 E-60 E-26 E-21• BUILDING F -EAST ELEVATION SCALE: 1/8" = 1'-0" NOT USED (E-11 "I-IARDl60ARD" 6EVELED SIDING w/ 11" EXPOSURE FER ELEV. INST ALL "I-IARDl60ARD" 6EVELED SIDING FER MFR SPECS. w/ 8" EXPOSURE FER ELEV. INST ALL (E-lla) 60DY COLOR A (VERIFY W 6UILDER) FER MFR SPECS. RODDA FAINTS CAe>4S "I-IEARTI-I" 60DY COLOR A (VERIFY W 6UILDERJ (E-llb] 60DY COLOR 6 (VERIFY W 6UILDER) RODDA FAINTS CAe>4S "I-IEARTI-I" RODDA FAINTS CA e>1i::? "6URLAF" 60DY COLOR 6 (VERIFY W 6UILDER) (E-llc) 60DY COLOR C (VERIFY W 6UILDERJ RODDA FAINTS CA e>1e> "6URLAF" RODDA FAINTS CAe>6i::? "CLOVE" 60DY COLOR C (VERIFY W 6UILDERJ (E-lle) ACCENT COLOR <VERIFY W 6UILDER) RODDA FAINTS CAe>6e> "CLOVE" RODDA FAINTS G-9 "DIVINE COOL" ACCENT COLOR (VERIFY W 6UILDER) RODDA FAINTS G-9 "DIVINE COOL" ' I ' ;.J (E-9 } NOT USED (E-12 ) ENTRY STONE-ELDORADO STONE @-3,S OR EQUIV. FRESSCOTT 6LUFF5TONE, A63 DRY 5TACK FER DETAILS (Fw'.J 2xli::? 6AND 6D. RODDA FAINTS "SIERRA 6LANCA" 6UILDER FLASI-I ., TOP CONT. ~ ' LIU ~ (E-1::l) D6L GLAZED WINDOWS FER WASI-I. 5TATE@ ENEF1CilY STANDARDS, PROVIDE ALL "U" ':l VALUES. WINDOW WRAF, ::l" WIDTI-I WOOD TRIM, I-IEAD AND JAMe& Ae.4 2x3 SILL, SLOPED TO DRAIN OVER ALL WNDW TRIM RODDA FAINTS "51ERRA 6LANCA" E-1 E-1 e-, ---------------es3· e-21. E-6• E-llb E-23 _______________ c-23 _______ _ e-2111> e-2111> E:-13 E-13 E-6b E-60 I {f UNITTYPEV LOT25 -Ila- D '-11 --j--------- I ff ff ' ..J E-E>b UNIT TYPE V -END UN1T TYPE B LOT24 TOP OF 6U6Fl.. ~ -------------+1---- ----------~T.O~.F~·+------ TOP OF 5LA!'l • <lAR. O.H. DR. -------------- BUILDING F -NORTH ELEVATION SCALE: 1/8" = 1'-0" (E-14) DECK RAILING ::16" I-IIGI-I. 4"~ SFI-IERE, SI-IALL NOT FASS TI-IROUGI-I FER 21Z>12 I.RC. R::112 FER DETAIL @ (E-IS) F.T. &x6 POST WRAF TO 8"* FER DETAIL@ A62 (E-1& J NOT U5ED (E-11 ) 8" ALUMINUM TU6E CANOPY., ENTfi'lY FER OTI-IERS RO()DA FAINTS CA218 "CAYENNE" (E-18 J NOT USED (E-19) 601.T ON ALUMINUM JULIET 6Ai.;CONY FER OTI-IERS (E-2e>) 6" ,1.\LUMINUM TU6E 5UN 51-!ADE CANOPY W/ ,<\NGLED SLATS FER OTI-IERS RODDA FAINTS CA218 "CAYENNE" (E-21 ) JAMES I-IARDIE "HARDIE @·':l ®2-lio REVEAL PANELS" FER DETAILS (E-21 l A63 A63 12x4e> GA6LE END VENT (DECORATIVE) ::l" WIDTI-I WOOD TRIM, I-IEAD AND JAM6S ::l" WIDTI-I WOOD TRIM ., SILL (E-21a) (E-21e) (E-22 ) (E-23) (E-24J 60DYCOLORA RODDA FAINTS CAi::?4S, "I-IEARTI-I" ACCENT COLOR (VERIFY W 6UILDER) RODDA FAINTS G-9 "DIVINE COOL" 2x6 TRIM 6D. GARAGE ONLY 6UILDER FLASH ., TOP CONT. FER DTL RODDA FAINTS "SIERRA 6LANCA"W 2x4 CORNER TRIM ~ ~ FER DETAIL A83 RODDA FAINTS "SIERRA e ANCA" ENTRY DOOR T6D SY SPECS, CONFIRM WITH DEVELOPER RODDA FAINTS CA218 "CAYENNE" (3A'\ ~ (E-2S J NOT USED (E-2b) FINISI-I GRADE FER CIVIL (E-26) [E-29) 12x::lel GA6LE END VENT (DECORATIVE) ::l" WIDTH WOOD TRIM, I-IEAD AND JAM65 ::l" WIDTH WOOD TRIM " 51LL 12~40 GA6LE i-''.sD VENT (FUNCTIONAL) ::l" WIDTI-I WOOD TRIM, I-IEAD AND JAM6S ::l" WIDTI-I WOOD TRIM e SILL (E-::le>) 12x3,Z, GA6LE END VENT (FUNCTIONAL) 3".WIDTI-I WOOD.TRIM, I-IEAD AND JAM6S 3" WIDTI-I woi1'.iiTRIM .. SILL (E-31 J FORCH,9,UA~RAILING ::lb" I-IIGH AT FORC!-1 J;,TEFS. 4"'1>~SFHERE, SI-IALL NOT FASS ' TI-IROUGI-I F!"F1 I i;i_C. R::112 FER DETAIL @( I f---'-------+-=5~1M~. __ Ae.4 \ Nl'-D" MAX. 6UILD1NGJ MEIGI-IT .------~--4'-111>" FIRE FRCTECTION --~-----~ FER I.RC. SECTION R312l2.2.2 ------------- ' uo LJ I I ' : I T.O.F. ' ----1---------- 1 HDR. 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UNIT TYPE V -END UNIT TYPE B LOT24 BUILDING F -WEST ELEVATION SCALE: 1/8" = 1 '-0" 8 7 E-12 E-eb 6 I I ' I ' : I ' I ' w e-E>b E-21• ..J UNIT TYPE V -END UNIT TYPE B LOT24 -&• I I 1 UNIT TYPE V -END UNIT LOT26 BUILDING F-SOUTH ELEVATION SCALE: 1/8" = l '-0" 5 4 3 2 MAY 2 1 2015 1 {') I I u °' <[ " ,: l!J -;: "' C1 w f-- f-- D _J n_ ,: <[ If) If) if, If) -D ru ' -ru ' If) l!J ::> C1 vi z D ~ f--u w "' C1 z <[ "' z 0 ~ f-- <[ > w _J w l,_ l!J z ~ C1 _J ~ :::, '" '"' sf / f-- °' :::, 0 L) z <[ :,: f-- H I :, ' " C1 u f-- H ,: " w "-I -D D / "' f--w w I "' / "' w :,: 0 I z :, D f-- f-- " :::, D u z <r ,: f-- H I ::> / l,_ "' I u " H ru -I If) 0 {') ~ / x 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 GTON <ll () ~ -.J c.l ' 00 -.J " ~! 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GUTTER AND DOWNSPOUTS (E-!'> ) NOT USED (E-IO ] "!-IARDIElOARD" E\EvELED SIDING w/ IO" EXPOSURE FER ELEV. INSTALL FER MFR SPECS. [=E~-IO~a---J ElODY COLOR A <vERIFY W ElUILDER) RODDA FAINTS CA04!'> "!-IEART!-1" (=E~-IO-i3~ ElODY COLOR El (vERIFY W ElUILDER> RODDA FAINT& CA 010 "ElURLAF" =1 E~-~IO---c:j ElODY COLOR C (vERIFY W ElUILDER) RODDA FAINTS CA0100 "CLOvE" (r-E,...-IO~e]--, ACCENT COLOR (vERIFY W ElUILDER) RODDA FAINTS G-!l "DIVINE COOL" E-26 E-26 (E-1 ) NOT USED (E-6 I "!-IARDIElOARD" ElEVELED SIDING w/ 6" EXF05URE FER ELEV. INSTALL FER MFR SPECS. (E-6a) ElODY COLOR A <vERIFY W ElUILDER) RODDA FAINTS CA04!'> "!-IEART!-1" (E-eb] ElODY COLOR El (vERIFY W ElUILDER) RODDA FAINTS CA 010 "ElURLAF" (E-ec) El0DY COLOR C <vERIFY W ElUILDER> RODDA FAINTS CA0I00 "CLOvE" CB@} ACCENT COLOR (vERIFY W ElUILDER> RODDA FAINTS G-9 "DIVINE COOL" (E-9 ) NOT USED 2xl0 ElAND ElD. RODDA FAINTS "SIERRA ElLANCA" ElUILDER FLAS!-1 " TOP CONT. N'-trJU MAX. euru,rNG ~IGHT (II\ ~ CJ. lh°=aE'~i-;Gl';:.-;'.. 381.!;IZ)' -~eei:5~ ~ ------~----------i----- 1 I UNIT TYPE V ..,,E:::·!:ef.1-- LOT 3! E-&e E-21a E-6a - UNIT TYPE V E-ba LOT28 i r~~-.. , ' I E-6a UNIT TYPE V -END UNIT LOT28 BUILDING G -SOUTH ELEVATION SCALE: 1/8" = 1'-0" (E-11 (E-lla I (E-llb] (E-llc) (E-llel (E-12 I "!-IARDIElOARD" ElEvELED SIDING w/ II" EXPOSURE FER ELEV. INSTALL FER MFR SPECS. ElODY COLOR A (vERIFY W ElUILDER) RODDA FAINTS CA04!'> "!-IEART!-1" ElODY COLOR El (vERIFY W ElUILDER> RODDA FAINTS CA 010 "ElURLAF" ElODY COLOR C (vERIFY W ElUILDER) RODDA FAINTS CA0I00 "CLOvE" ACCENT COLOR <vERIFY W ElUILDER) RODDA FAINTS C,,-!l "DIVINE COOL" ENTRY STONE-ELDORADO STONE OR EQUIV. FRESSCOTT ElLUFF5TONE, DRY STACK FER DETAILS [E-13 J DElL GLAZED WINDOWS FER WAS!-!. STATE@ ENERGY STANDARDS, PROVIDE ALL "U" 9 VALUES. WINDOW WRAF, 3" WIDT!-1 WOOD TRIM, !-IEAD AND JAMElS A 6 .4 2x.3 SILL, SLOPED TO DRAIN OYER ALL WNDW TRIM RODDA FAINTS "SIERRA ElLANCA" (E-14 I (E-1!'> I (E-IIO I (E-11 ) DEC!<· RAILING 3IO" !-IIG!-1. 4"• SF!-IERE, S!-IALL NOT FASS T!-IROUG!-1 FER 2012 I.RC. R.312 FER DETAIL CiJ F.T. IOxlO POST WRAF TO 6"$ ~ FERDETAIL ~ NOT USED 'Ce) 6" ,\LUMINUM TUElE CANOPY " ENTRY FER OT!-IERS RODDA FAINTS CA216 "CAYENNE" (E-16) NOT USED (E-19) ElOLT ON ALUMINUM JULIET ElAL.CONY FER OT!-IERS (E-20) 6" AtUMINUM TUElE SUN S!-IADE CANOPY W/ ":JNGLED SLATS FER OT!-IERS ROif A FAINTS CA216 "CAYENNE" (E-21 ) JAMES !-IARDIE "!-IARDIE ~~ (E 21 I REvEAL PANELS" FER DETAILS~~=-·"-'-' 12x40 GAElLE END vENT (DECORATlvE) 3" WIDT!-1 WOOD TRIM, !-IEAD AND JAMElS 3" WIDT!-1 WOOD TRIM ., SILL [E-21a] (E-21e] (E-22 ) IE-23) (E-24) ElODY COLOR A RODDA FAINTS CA04!::>, "!-IEART!-1" ACCENT COLOR (vERIFY W ElUILDER) RODDA FAINTS G-9 "DIVINE COOL" 2xl0 TRIM ElD. GARAGE ONLY ElUILDER FLAS!-1 " TOP CONT. FER DTL RODDA FAINTS "SIERRA ElLANCA"~ 2x4 CORNER TRIM ~ ~ FER PET AIL A6.3 RODDA FAINTS "SIERRA 6 ANCA" ENTRY DOOR T6D ElY SPECS, @.4 CONFIRM WIT!-! DEVELOPER A64 RODDA FAINTS CA216 . "CAYENNE" ( E-2!'> J NOT USED [E-210] FINIS!-! GRADE FER CIVIL (E-26 J 12x30 GAElLE END vENT (DECORATlvE) 3" WIDTl-l WOOP TRIM, !-IEAD AND JAMElS 3" WIDT!-1 WOOP TRIM ., SILL (E-29) 12x40 GAElLE !:ND vENT !FUNCTIONAL) .3" WIDT!-1 WOOD TRIM, !-IEAD AND JAMElS .3" WIDT!-1 WOOD TRIM ., SILL (E-30) 12x30 GAElLE _i;:~ID vENT (FUNCTIONAL) 3" HIDT!-1 woor;, TRIM, !-IEAD AND JAMElS 3" WIDT!-1 WOQC• TRIM " SILL (E-31 J FC?t<!C!-1 GUARDRAILING 3IO" !-IIG!-1 AT FOF<C!-1 -STEPS. 4"• SPHERE, S!-IALL NOT FASS T!-IROUG!-1 FEF, L'<.C. R.312 FER DETAIL G~ SIM. A6.4 --------------------------------------------II -------------------r-------_ ------------------------------------------------------ TDP I-IDR , ,. -~ "' ~ ' ' ., ~ ~ ' TD-5Ul9Fi.. TDP. ,. -HOR , ~ ~ i;i ' ' "' ., TD-5Ul9FL. ,. ____ T_D~P_. ""-* D HOR ' -~=-+---'!<- ~ "' • "' : ,SI E-ee M I J: u "' 0: "' >: L'J ;: "' " w f--- f--- 0 _J CL "' :, " "' z 0 H f---u w "' " z <C "' z 0 H f--- <C > w __J w L'J L'J z H " _J H => "' .... ..; / -----~--------~· !_· ----~--------~41-12'11 Fl~ FROTECTION~--------~----_-_-__ --_T ____ --~--------------T-=-=-==--==--=,-------------------------""''·"''MAX._alll_D_""'"'"""--i E-2 E-4 E-26 10 -------.----------------- ,,,·--r -,, --y ',,, 1.•--·-r "-Jll-:i -.... '--+--------------- ' ::::::::::::::::::::::::::::~::::::::] ' c:::::::::::::::::::::::::::t:::::::::J ' c:::::::::::::::::::::::::::t:::::::::J E-1 E-1 E-> --------------------, ----------------------E- E-eb E-llb _____ -::-_-::-::_ :={EE-:223[) __________________ -~EL:,· 2~3 )::-::-:: __ -----__ ___ _ E-13 E-lla E-IID E-ee E-13 E-11 ___________________ E-11_ E-12 -lib E-24 c------------------F---------------------J UNIT TYPE V -END UNIT LOT27 -BUILDING G -EAST ELEVATION SCALE: 1/8" = l '-0" 9 8 • 7 E-21 LJ LJ11f--------i 011~11 --==-1 __ _ I I I I I I UNIT TYPE V -END UNIT : LOT27 1 6 E-6a UNITTYPEV LOT28 5 LJ FER I.RC. 5ECTION Fcl02.2.2 4'•1Z'II 4'•12)11 ______ -JL: _____ __ ct I E-6b 4'-r2)11 4'-r2)ll 1----r------,t' I I I I I ___ l_ _, __ _ D[lf---------,1[ I I ---'--------•--- BUILDING G -NORTH ELEVATION SCALE: 1/8" = l '-0" 4 : I : '"E~-""&a" I I I : 3 ~ ' ! @E~-2l~a -1 I ' u o, E-&a ;=I=-· I I I I I LJ LJ -6 ---,----FJ=. - UNIT TYPE V -END UNIT 386.!;IZ)' I LOT3,;_ ..J 2 flDR "' E-&s ' ;g TD,5IJ6FL. I-IDR TD-5Ul9FL. 1 TDP. ~ ' ., T.OP. : Ii;) ' "' ----- ~ • ~---- z 0: >: f--- H I :, I "' " u f--- H ,: °' w CL I 0 a / "' f---w w I "' / "' w ,: 0 J: z :, D f- f- °' :0 D u z <C ,: f--- H J: :, / c_ "' u °' H [\J I H I ' If) a -------M H / x 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 a'l () -Sl cl) -.J ' 00 -.J 'Cj- ~w II\ I-. 'Cj- ::ii ~ ' Cl:: II\ N 0~ ::::i 'Cj- =s < C) G 'Cj- () G G if_ _Q ~z C) lU (j,) '1 K < I-(fl 0 /; (.'.) "{ ::J -<fl Q e-,t I ;; ~ uil--:{ ::r: <fl 19 E-4 iii VJ --z ;::r: lU -~ ::iI ~ ".' ~ z <fl :::, ;g ©Jt~ (l ow ' Ile'. Ile'. < ::t w C) u (l C) ~~~ t Q K ~'1 < N G_J <f) I-LJ C) Gill ~ hl Cl:: -.J <fl (Q --, '1 E-4 ~ f-'.._: 19 -IL ~ I- ;] l) '1 --d I-z C) \J I I (/) z 0 -I-< > w ..J w C, C, z -C ..J -::> m 01-20-1!'> Date;, ____ _ Drawn:_RAG ___ _ Job 1 , l.30!'> Revisions, .... · --- ' ' Bi C I ' ~- ' D I ! ' E F G _J~----1;.,o ____ ...._ _____ 9 ____ ....., _____ s ____ ..., _____ 7 ___________ 6 ____ ...., _____ .. s ___________ 4 ___________ 3 ___________ 2 ____ ..., _____ 1 ____ , A B C D E F G 10 N'-~" MAX. el.llLDING H=IGHt N>'-.ziu HAX. et..llLDIHG HEIGHT ·-----. ---. -----------------------------------------------------------------------------" ---------------__. -------------------------------------------------------------" -------------------. -- E-2 ·---------------- ------l:;-3 - E-4 E-6b ~ ' I ' I ' E-2& E-1 ~~::::::::::::~~ E-2 -: ---------------------------- ---------------------~ E-lla E-4 E-lla E-lls ~ ' I i ' I ~~-----4'-IZ>" FIRE FROTECTION-~----- FER I.R.C. SECTION R;l,z,;?.2 .2 I IZ)II 41 (ZIii f _:._+_:. __ f <j; I ' D "' _, r,;E'-""lla" ,g .. 12. ____ -'lr----'k,;; ... ______ _ --. !,P' "'' --------:=-:=------~ -H=D=R.-~T.O~P~.-+ '"f ------- ------~ - ------m--------=- E-llc:: E-lla E-12 D E-13 ~ E-&s ~1 E-19 ~ ·----------n------c[IU' --------------·----10-·-----· -,~T=.O~. 6U=61'~L"'. _ __.,._~ ______ _ ---------.. ' --___ ___,_ _____________ ------ ELEVATION NOTES (E-1 (E-2 ) ASFI-IAL T COMP SI-IINGLES, PASCO OR EQUIV. "ANTIQUE SLACK" ) 2x8 SAF1Ci!E 60AF<D W/lx::1 TRIM " GA6LE ENDS (E-::1 ) 2x FASCIA SOAF<D " EAVES T6D eY DEVELOPER "'(E,..._..,.4...,) PRIME 4 FAINT CONTINUOUS MTL. GUTTER AND DOWNSFOUT5 (E-5 J NOT USED (E-1& ) "I-IAF<DISOAF<D" EIEVELED SIDING w/ I&" EXF05URE FER ELEV. INST ALL FER MFR SPECS. ("'E~-1&,:-a-.,) 60D'T' COLOR A <VERIFY W SUILDER) RODDA FAINTS CAIZl45 "I-IEARTI-I" ("'E~-1&-§l~ 60D'T' COLOR 6 (VERIFY W eUILDER) RODDA FAINTS CA 1Zl11Zl "6URLAF" ("'E~-1&,:-c-.,J SODY COLOR C <VERIFY W 6UILDERJ RODDA FAINTS CA~IZl "CLOVE" ("'E~-1&-,-sj""' ACCENT COLOR <VERIFY W SUILDER) RODDA FAINTS G-'3 "DIVINE COOL" D UNIT TY1'E III -END UNIT LOT37 BUILDING H -SOUTH ELEVATION SCALE: 1/8" = 1'-0" (E-1 NOT USED (E-8 ) "I-IAF<DISOAF<D" SEVELED SIDING w/ 8" EXPOSURE FER ELEV. IN5T ALL FER MFR 5FECS. (E-8a) SODY COLOR A (VERIFY W 6UILDER) RODDA FAINTS CAIZl4!; "I-IEARTI-I" ~ SODY COLOR S <VERIFY W 6UILDER) RODDA FAINTS CA IZ>11Zl "SURLAF" (E-8c) 60DY COLOR C (VERIFY W 6UILDER) RODDA FAINTS CAIZll&IZl "CLOVE" (E-ee,) A=ENT COLOR !VERIFY W SUILDERJ RODDA FAINTS G-S "DIVINE COOL" ff) NOT USED (E=w'J 2xl1Zl SAND SD. RODDA FAINTS "SIERRA SLANCA" 6UILDER. FLASI-I " TOP CONT. ~ \e} (E-11 (E-lla) (E-111:>) (E-llc) (E-lls) (E-12 ) "I-IAF<DISOAF<D" SEVELED SIDING w/ II" EXPOSURE FER ELEV. INSTALL FER MFR SPECS. SODY COLOR A (VERIFY W 6UILDER) RODDA FAINTS CAl,4!; "I-IEARTI-I" 60DY COLOR S <VERIFY W eUILDER) RODDA FAINTS CA 1Zl11Zl "6URLAF" SODY COLOR C <VERIFY W SUILDER) RODDA FAINTS CP$1&1Zl "CLOVE" ACCENT COLOR (VERIFY W 6UILDER) RODDA FAINTS G-S "DIVINE COOL" ENTRY STONE-ELDORADO STONE Ori: EQUIV. FRESSCOTT SLUFF5TONE, DRY STACK FER DETAILS (E-13) D6L GLAZED WINDOWS FER WA51-1. STATE@ ENEF1Cii'T' er ANDAF<D5, PROVIDE ALL "U" '3 VALUES. WINDOW WRAF, ::I" WIDTI-I WOOD Tri:IM, I-IEAD AND JAMeS A 5 .4 2x::I 51LL, SLOPED TO DRAIN OVER ALL WNDW TRIM RODDA FAINTS "SIERRA 6LANCA" E-23 E-26 (E-14) (E-15) (E-11& ) (E-11 ) D UNIT TY1'E III -END UNIT LOT37 UNIT TY1'E III LOT38 D UNIT TY1'E III -END UNIT TY1'E B LOT39 1.0P. ~ ' .. TOPOF5LA6 • c.AR. 0.11. DR. BUILDING H -EAST ELEVATION SCALE: 1/8" = 1 '-0" DECi< RAILING 31&" 1-!IGI-I. 4"• 5FI-IERE, 51-!ALL NOT FA55 TI-IROUGI-I FER 21Zll2 IRC. R::112 FER DETAIL ~ F.T. /&xi& POST WRAF TO 8"* ~ FERDETAIL ~ NOT U&ED \§} 8" /·,LUMINUM TUE',E CANOPY" ENTRY FER OTI-IERS RODDA FAINTS CA218 "CAYENNE" (E-21 ) (E-21a) @?21el (E-22 ) (E-2::1) REVEAL FANEL5" FER DETAILS {E-21) JAMES I-IAF<DIE "I-IAF<DIE @-9 ®2-11& A83 A83 SOD'T' COLOR A . RODDA FAINTS CAIZl45, "I-IEARTI-I" ACCENT COLOR (VERIFY W SUILDER) RODDA FAINTS G-S "DIVINE COOL" 2xl& TRIM 6D. GARAGE ONLY SUILDER. FLA51-1 " TOP CONT. FER DTL RODDA FAINTS "SIERRA SLANCA"@ (E-28) (E-2'3] (E-::i¢i) (E-18 ) NOT U5ED 2x4 CORNER Tri:IM ~ ~ FER DETAIL A83 RODDA FAINTS "SIERRA S ANCA" (E-1'3) (E-21Zl) eoLT ON ALUMINUM JULIET SAL q:ONY FER OTI-IERS 8" ,i UMINUM TUSE SUN SI-IADE CANOPY WI A' GLED SLATS FER OTI-IERS ROD A FAINTS CA218 "CAYENNE" ENTRY DOOFi: T6D 6'1' SPECS, @,4 CONFIRM WITI-I DEVELOPER A84 RODDA FAINTS CA218 . (E-31 ) (E-24) "CAYENNE" (E-25) NOT USED (E-21&) FINlel-l GRADE FER CIVIL ... I------- 12x41Zl GA6LE END VENT (DECORATIVE) 3" WIDTI-I WOOD TRIM, 1-!EAD AND JAMSS 3" WIDTI-I WOOD TRIM " SILL l2x::11Zl GASLE END VENT <DECORATIVE) 3" WIDTI-I woop TRIM, 1-!EAD AND JAM65 3" WIDTI-I WOO!) TRIM " SILL 12x41Zl GA6LE END VENT <FUNCTIONAL) 3" WIDTI-I WOOD TRIM, I-IEAD AND JAMSS 3" WIDTI-I WOOD TRIM " SILL 12x::IIZ) GASLE·I;/'!!;, yENT <FUNCTIONAL) 3" WIDTI-I WOOD TRIM, I-IEAD AND JAMSS ::I" WIDTI-I WOCP' Tri:IM " SILL ---h, \ F<?RCI-I GUARDAAILING ::II&" I-IIGI-I AT FORCI-I STEPS. 4"• SPHERE, SI-IALL NOT FAS5 TI-IROUGI-I FER°(RC. R::112 FEFi: DETAIL @· I f----PS~IM2.~_ A8.4 1n1•-e,11 MAX eu1Li:,1NG HetGMT --I _ &ei'-i:?>" MAX. eu1u,1NG 1-!EIGI-IT . --------------------------------------------------------------. ---------------------------------------.+-------. -------------------------------------------------. ---------------. ----------- 4'-"-'" FIRE PROTECTION ~ 9 E-2 ·----------------- ------l;.2_ CB)- E-lla ·----------------12. E-13 E-23 E-19 ·-------E-10---- E-6s E-26 8P' 8 FER I.R.C. SECTION R;l,z,;?.2.2 ::I 2 A/&2' 4'•011 4 1• I 1•011 4 1•011 i ,----t---f ---t----f i i j :,' II E-21a : 1' : 1 j I I I ' I I 1 , ------lt----lHIID D --4--, .._, ' ,--------------___________ ____., ____ _ D UNIT TY1'E III -END UNIT B LOT39 BUILDING H -NORTH ELEVATION SCALE: 1/8" = 1 '-0" • 7 AYERAc:iE ROOF MJDFOINT LINE i E-1 E-10 E-11• E-6c ----"".;...,-n'""·'--------------- 6 E-1 E-lla E-13 E-12 "' UNIT TY1'E III -END UNIT B LOT39 I -· ----t-------- UNIT TYPE Ill LOT38 I •:6b. D ' I ' _, UNIT TYPE III -END UNIT LOT37 BUILDING H -WEST ELEVATION SCALE: 1/8" = 1 '-0" 5 4 HDR. -------==1<--------- E-lla __ .12 __ ----+--'«-~ ____ _ 8 P' -~HDR.=_T_.OcCP~ . .-1 ____ _ c:J E-6e E-llc:: • Q E-11• ~ __,,T .Oc,·.=c6l161'=L~. k-----'k~ ____ _ 3 ____ T~.O~.F~. '1,.-:J ----- ~ ' .. TOP OF5LA6 • GAR. 0.11. DR. 2 1 (') I I u "' <C V, :,: CJ >-"' R w I- I- D _J Q_ CJ :, R vi 1B04 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 :}l (_) -Sl c() -....I ' 00 -....I -t ~ lll ill 1---t ::s ! ' ~ ill 0~ 01 -t =s < C) (l; :f (_) (l (l Q_ ~~ 2 (j,) < I!:! (fl o E 0 -s:i::: :::J z <I) 0 E-t :r ~ ~ uil-:{ ::r: --<I)~ E-t ill en i "!j I ~ ".' ~ z <I) LU<( :::, ~ ©l > ::r ~ 0~ <' <( - I LU 0 c.;) 0 C) ~~~ !J, OK ~ <( < i',,j (l _J ;;\ t--LJ C) (lid ~ hl Q: -....I !.'] ill -, <( E-t ~ i-:...: I.') -Q_ r5 t--~ l) <( --t--d z C) l) ~r.==========m 1-u w V, R z <C V, z D H 1- <C > w _J w :c CJ z H R _J H :::J "' Ill .; / I- "' :::J D u z <t :,: 1- H I :, I "' " u 1- H :,: "' w Q_ I -0 0 / V, 1-w w :c V, / V, w (/) z 0 -I-< > w ...J w :I: (!J z -C ...J -::> m ~r.==========;1 5 Date:_1Zl_l-_2_1Zl_-_l!:>_ ~ Drawn:,_RAG ___ _ ~ Job '. l31Z)!; D u z <t :,: 1- H :c :, / "-v, I u "' H (\J -, L/) 0 (') -/ x Revisions,~· --- B ' C D E F G _J1.,... ___ ..;;.;10 ____ ..... _____ 9 ___________ s ___________ 1 ___________ 6 ____________ s ___________ 4 ____ ...... _____ 3 ____ _. _____ 2 ___________ 1 ____ "' A B C D E F G 10 Nl'-,Z," MAX. euru:>ING I-EIGHT &e'-,Z," MAX. 6UILDIN::,, MEIGMT --------------------------------------------~ ---------. --. ---------------------------------------------------------. -. -----------------------------------------------------------------------. ----. ----------------. -. -- !":-Ila !":-Ila f;:-12 -----------<E'i;:.-,n-=--=-8-' 1":-6a f;:-26 ~ i ' I ' -------- J!-A---ll--~--110 ' ••••••••• T -----'---------------------- D ~ ' I ' I s:---1 ' I ' f;:-2 f;:-6a f;:-6a f;:-8" f;:-8" a a 8"' ---------------------------------------------8 f;:-13 f;:-1~ !":-Ila i;:.a f;:-~ ------------------------------------l":-n--- f;:-26 f;:-26 D --.--------,-_-_.,'-<Z>" FIRE PROTECTION ------------ .9 ,_ 4'-tz>H 41_rz;,11 f----+----f I <j;. I I I I FER I.RC. 5ECTION R3<Z>222 41.rz;,11 4'-tz>II f----+----f I <j;. I I I I D :o ---~T~D~P'-'1. ,------------ ~DR ------~~1c--------- "' ' ---'k---''k-~ --------- -""7'a="~TD=P~-'k-1 ______ _ ~DR - !":-lie _______ Tc:De.c. 6U=E>F.:L·--'k-~ ________ __ ___ T=D=P~-1c"t _______ _ - D ~ ' "' - --rra;;-· L::==:=== TOF OF 5LA6 • l~ GAR OH DR ;"s) L:_J r:-:__-r-----·= --·1 -, --·-: __ = =•= -=-=,---1_: =:=,=c•/==="'==--1---•----. ______ =: ..i ..i i !":-Ila f;:-6a i f;:-llb l":-6a i f;:-6a --2=----(__]_ ______________ I--------=----::i ' ELEVATION NOTES ..,j UNIT TYPE Ill -END UNIT B LOT33 BUILDING J -SOUTH ELEVATION SCALE: 1/8" = 1'-0" UNIT TYPE Ill -END UNIT B LOT33 UNIT TYPE Ill LOT34 UNIT TYPE III LOT35 BUILDING J -EAST ELEVATION SCALE: 1/8" = l '-0" UNIT TYPE III -END UNIT LOT36 (E-1 ) ASPHALT COMP SHINGiLES, PA6CO OR EQUIV. "ANTIQUE 6LACK" (E-1 ) NOT USED (E-11 ) "HARDl60ARD" 6EVELED SIDING, [E-14 J DECs RAILING, 36" HIC.H. 4"4> SPHERE, SHALL (E·21 ) w/ 11" EXPOSURE FER ELEV. INSTALL NOT FASS THROUG,H PER 2012 I.RC. R:312 (E-8 ) "HAl'<Dl60ARD" 6EVELED SIDING, PER MFR SPECS. FER DETAIL @ JAMES HARDIE "HARDIE A~ (E 21 J REVEAL PANELS" PER DETAILS~~-=-·""-'-' 12x40 C.A6LE El,D VENT (DECORATIVE) 3" WIDTH WOOD TRIM, HEAD AND JAM6& 3" WIDTH WOOD TRIM " SILL (E-2 J 2x8 6ARuE 60ARD W/lx3 TRIM " C.A6LE ENDS w/ 8" EXPOSURE PER ELEV. INSTALL (E-lla) 60DY COLOR A <VERIFY W 6UILDER> PER MFR SPECS. RODDA FAINTS CA04& "HEARTH" [E I& ) F.T. 0"'6 POST WRAP TO 8"$ A6.4 (E-8a1 60DY COLOR A <VERIFY W 6UILDER> [E-111:,) 60DY COLOR 6 <VERIFY W 6UILDER> -PER DETAIL @ RODDA PAINTS CA04& "HEARTH" RODDA PAINTS CA 010 "6URLAP" 10 (E-3 ) 2x FASCIA 60ARD "EAVES TElD ElY [E-81:>) 60DY COLOR 6 <VERIFY W 6UILDER> (E-llc) 60DY COLOR C (VERIFY W 6UILDER) A62 DEVELOPER · - ,=--,--, RODDA FAINTS CA 010 "6URLAP" RODDA PAINTS CAi:%0 "CLOVE" [E-10 J NOTI USED (E-4 ) PRIME 4 PAINT CONTINUOU& MTL. (E-8c) 60DY COLOR C (VERIFY W 6UILDER> [E-lle) A=ENT COLOR <VERIFY W 6UILDER> c.UTTER AND DOWNSPOUTS RODDA PAINTS CA000 "CLOVE" RODDA PAINTS. Gi-'o "DIVINE COOL" (E-11) 6" ,1~UMINUM TU6E CANOPY" . (E-es") ACCENT COLOR <VERIFY W 6UILDER) ENTFfY PER OTHERS (E-& ) NOT USED ·' RODDA PAINTS G,-9 "DIVINE COOL" R01-IDA PAINTS CA218 "CAYENNE" (E-6 J "HARDl60ARD" 6EVELED &IDINC. @ (E-16) NOT tJSED w/ 0" EXPOSURE PER ELEV. INSTALL (E-12 J ENTRY STONE-ELDORADO STONE " PER MFR SPECS. OR EQUIV. PRESSCOTT 6LUFFSTONE, 3 [E-1'6 J 60l.T ON ALUMINUM JULIET (=E,...-~6~a) 60DY COLOR A (VERIFY W 6UILDER) @:'.£) NOT USED DRY STACK PER DETAILS 6A')Z:ONY PER OTHERS ~~ RODDA PAINTS CA04& "HEARTH" · , · (E-6i::j 60DY COLOR 6 <VERIFY W 6UILDER> (E-l0 ·) 2x 10 ElAND ElD. RODDA PAINT& @ [E-13 J D6L GiLAZED WINDOWS PER WASH. STATE@ @="w) 8" .t.LUMINUM TU6E SUN SHADE CANOPY RODDA PAINTS CA 010 "6URLAP" · · "SIERRA ElLANCA" ENERuY STANDARDS, PROVIDE ALL "U" ":I W/ AJ'lC.LED SLATS PER OTHER& (=E,...-~6c~) 60DY COLOR C (VERIFY W 6UILDER) 6UILDER. FLASH " TOP CONT. 3 VALUES. WINDOW WRAP, A84 RODpA PAINTS CA216 "CAYENNE" RODDA PAINTS CAi:%0 "CLOVE" 3" WIDTH WOOD TRIM, HEAD AND JAM6S -I RODDA PAINTS Gi-'6 "DIVINE COOL" ALL WNDW TRIM RODDA PAINTS "SIERRA 6LANCA" ,· (E-2la) (E-2le] (E-22 ) [E-23) (E-24) 60DY COLOR A RODDA FAINTS CA04&, "HEARTH" ACCENT COLOR (VERIFY W 6UILDER> RODDA FAINTS Gi-'6 "DIVINE COOL" 2x6 TRIM 6D. GiARAc.E ONLY 6UILDER. FLASH ., TOP CONT. PER DTL RODDA PAINTS "SIERRA 6LANCA"~ 2x4 CORNER TRIM ~ ~ PER DETAIL A63 RODDA PAINTS "SIERRA 6 ANCA" ENTRY DOOR T6D 6Y SPECS, @,4 CONFIRM WITH DEVELOPER RODDA PAINTS CA218 AB.4 "CAYENNE" (E-2& J NOT USED (E-30) 12x30 C.A6LE END VENT (DECORATIVE> 3" WIDTH WOOD TRIM, HEAD AND JAM6S 3" WIDTH WOOi-1 TRIM " SILL 12x40 C.A6LE END VENT (FUNCTIONAL) 3" WIDTH WOOD TRIM, HEAD AND JAM6S 3" WIDTH WOOD TRIM " SILL 12x30 C.A6LE Et::D Vl=NT (FUNCTIONAL) 3" WIDTH WOO() TRIM, HEAD AND JAM6S 3" WIDTH wooq TRIM " SILL ,._-,._,._ @.:fil -. ~f:~~~S:~A;,o$'~1~;t~ ~~H P-;;rS~ORCH THROUG,H PER LR.C. R:312 FER DETAIL CT"\ SIM. ~~ (""E,..._..,..6e]-. ACCENT COLOR (VERIFY W 6UILDER) 2x3 SILL, SLOPED TO DRAIN OVER 1 [E-20) FINISH c.RADE PER CIVIL -----------------------. -------------------------------------------------ew·-~· HAx. BUILDING, I-IEkiMT ---------------------------__ t -------------------------------------------------------------------------~·-tD· MAX. eutLDIN:4 i-lEIGI-IT ------------ 9 E·2 f;:-4 f;:-23 E-13 f;:-6e f;:-19 --------i;:.-10 f;:-6• f;:-26 • @t ' I ' !~~ D T --------- D ------r=·----~~- • -UNIT TYPE Ill -END UNIT LOT36 BUILDING J -NORTH ELEVATION SCALE: l/8 11 = 1'-0 11 8 • 7 AWl'UiGE AOCfl MIC>fOOINT LINE f;:-1 --------------- f;:-20 !":-Ila =-,,.,.,------------ E-lla f;:-10 !":-Ila f;:-12 f;:-6a !":-Ila f;:-6e 1":-13 !":-Ila -1 --------- f;:-12 f;:-24 6 ' '·<Z>" FIRE Fl<CTECTION -~~------~--~ E-E>a -11 FER I.RC. SECTION R3<Z>222 41-0 11 41-IZl,11 ,----+----f <t I -- D LJi I ------+-- LJ -1 ---------r--------.-------- UNIT TYPE III -END UNIT LOTJ6 5 UNIT TYPE III LOT35 UNIT TYPE Ill LOT34 BUILDING J -WEST ELEVATION SCALE: 1/8" = 1 '-0" 4 ' I ' I i ' LJ £I I ff I ' ..,j -------~W=R-+---_______ _ 12 E-e. e.l?" _ --------+---''k-£::i:---------" --------~=~TD~P~-+ 1----------- -------=W=R'-'-'1~----------- !":-Ila !":-Ila = = Q Q ' ' <I) CJl _T=D~-6UE>F=~L"-'. ~-~ __________ _ ____ T~D~P~---,.. "'f _________ _ UNIT TYPE Ill -END UNIT B LOT33 3 2 1 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 REGISTfREO ARCHITECT B ~ rr========nm--,-u (l' <[ V, :,: l'.J ;:. 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Q Q _Q ~~2 ill U) < t-01 0 ~ (') -s::c ::l z <I)() E-t :r ~ ~ uit-:r :::r: <I) () E-t l() V) -z i !c!j :r ~~~ z <I) :::> ;B ©l ~~ 0 !ti ";i :rill u QC) 8J ~5 QK ~~~ :--=tu N a-1 a aul hl Q: -.J "' l1l --, E-t ~ r-:.: ~ IL ~ -d I: I u, z 0 -I-< > w ..J w .., C, z -C ..J -:::, m Date: 01-20-1& Drawn: RAC:, Job• -130& Revisions· 01 \\) U) ' 't If) 't ' If) N 't :r IL C Q {l' () ~ <;f <l) t <;f () t- 0 q t-D z 0 0 E F G __J,,,_ ___ ~1.;;;,o ____ ._ ___ ....;.9 ____ ..i.,. ____ s ___________ 1 __________ 6 ____ ....., _____ s ____ ... _____ 4 ______ """'" ____ 3 ___________ 2 __________ 1 ____ " A B C D E F G WALL ASSEMBLIES -----~ TYP. EXTERIOR WALL ~ TYP. EXTERIOR WALL • EXTl:RIOR 51DIN6: FER ELEVATION& lB •5AME A5 Wl WITH 2X8 WOOD STUDS •2 LAYERS 60 MINUil:: WEATHER RESISTANT 6ARRIER • 16" O.C. FER STRUCTURAL • EXTERIOR 6HEATHING FER 5TRUCTURAL •R-:21 6ATT INSULATION FER W.5.E:.C. • 2x6 WOOD STUDS • 16" OJ:;, FER 5TFiaJCTURAL. •l/2" G:J...16 ~ TYP. EXTERIOR WALL @ GARAGE {NON INSULAllON) Voe..LiME AS Wl WITHQUT INeULATION INTERIOR WALL •l/2" G:J...16 • 2x4 OR 2x£:i 5TUD5 -e 16"0.C. •l/2" G:W6 GARAGE TO LIVING SPACE •l/2" G:W6 • SHEATHING FER STRUCTURAL • 2X6 STUDS 1il 16"0.C. FCR 5TRLICTURAL • R-21 eATT INSULATION FER W.S.E.C. •In" G:J...16 ~ EXTERIOR WALL (BASEMENT) {NOT USED) V-WATERFROOF MEMBRANE (68'.LOW GRADE TYFJ 0/ • srze CoNCRETE Fl=R 5TFa!CTURAL (IF LI~ 8!"Al::E AFPL Tl •2X6 P.T. FLAT 5TUD5 -e 16" OC. PER 6TRLICTLIRAL •R-IIZl RIGID INSULATION •1/2" G:WB ~PARTY WALL {2) 1 HR WAI.LS -{2) 2x6 V • (2) 1/2" TYPE "X" G:W6 • 5HE::ATI-IING FER STRUCTURAL ~PARTY WAil {2) I HR WAI.LS -v {22 2X6 @ G4R4« •2x6 STUDS 111 16"0C W/R-21 INSULATION • (1) S./811 TYPE "X" G:WB •5.AME A6 W6A WITHOUT IN5LILATloN F£R GA FILE WP 3&12 l<Ef'ER TO DTL 6 • A1.e> • 211 Alfi!:6F'ACE (2) I HR ASSEMBLY IN ROOF CAVITY {ATllC) •(2) LAYE~ 1/2N TYPE 'X' <:JW6 (DensG:laH OR 6IM.J •(2) 2x4 WOOD 5TUD5 (TFa16SES>, TUF:NED FLATWleE, 24" O.C. •CU LAYl=R 5/8N TYFI= 'X" 6W6 <Den&G:laae OR SIM.> •2" AIR SPACE WI FIRE6TOF IN6TALLED AT TOF 4 eoTToM OF ROOF TRUeeES. •(1) LAYER 5/8~ TYFI= 'X' 6W6 (Dens6:l~es OR SIM.) •(2) 2x4 WOOD STUDe (~eee>, TUFa'll=D FLATWISE, 24" o.c. •(2) LAYERe l/2n TYFI= 'X' GWB (DensG\a13s OR SIM.) l'IEf'ORI' N.MBER> GA FILE" WP 3&12 REFER TO DTL 1 • A1.0 (2) 1 HR EXTERIOR WALL {GABLE END) ROOF STEP @ PARTY WALL •EXTERIOR SIDING FER ELEVATIONS • 2 LAYERS 6"' MINUTE WEATI-IER ~ereT ANT 6ARRIER •W 5/8" TYFS 'X' CiWB (D~&ulae& OR SIMJ • EXTERIOR 51-lEATI-IING FER 6""1Cl1JRAL •(V 2x4 FLAT GABLE END TRLl66E6 'Iii 24" O.C. • (2) 1/2" TYPE 'X' G.W.6. (DooeGlaM OR 61M.) IEFOl<T ~ GA FILE' WP &10& IEfER TO DTL & • A1.0 2 HR EXTERIOR WALL @ WALL EXTENSIONS FROM PARTY WALL • EXTERIOR 61DING PER EL8VATJON5 •2 LAYERS 60 MINUTE WEATHER RE515TANT 6ARRIER • (2.) LAYER5 EXTERIOR RAlED &/8" TYPE 'X' GWB (DeneGlaM OR 51MJ • EXTl=RIOR 51-18'.ATI-HNG FER 5T~CTUR.AL •R-21 6ATT INSULATION FER W.5.E.C. • 2x6 WOOD STUDS ei 16n OC. FER 5TRUCTURAL •(2> LAYl=Re ='l8n TYPE: 'X' GW6 A 2 HR EXTERIOR WALL @ WALL EXTENSIONS FROM PARTY WALL @ GARAGE ~SAME AS W~ WITHQUT IN5UI ATIQN GABLE END •EXTERIOR SIDING PER El.>'VATIONS •2 LAYER& 60 MINUTE J...IEATI-IER RESISTANT 6ARRll=R • EXTERIOR SHEATHING FEF< STRJCTURAI. • PRE-MANUFACTURED TRl.15~ • 24" OC. ASSEMBLIES NOTE, Ae6EM6L 'I" ORDER 16 FIWM OUT61DE TO INSIDE OR FROM TOF TO !30TTOM. SCALE· NO SCALE 10 9 • PLUMBING NOTES @PARTY WALLS ALL PENETRATIONS FOR PLUMBING TO BE OUTSIDE OF THE PROTECTED COMMON WALLS (PARTY WALLS! AND INTO ADJACENT UNIT WALLS. VERIFY ALL PLUMBING RUNS TO BE LOCATED OUTSIDE OF COMMON WALL WITH PLUMBING CONTRACTORS PER IRC R3022 TOWNHOUSES EXCEPTION I ELECTRICAL IS STILL ALLOWED IN COMMON WALLS 8 7 6 BEDRM#2 • ~ V' ' ,-W.I.C. - 1 W.1.C. , '. .__., M.BEDRM ,,r----.:.t111F,F0 " I I " I I II--+,--', I I -·tr . ) .~~ t (~ I 11 UNIT TYPE V -END UNIT _J GREAT ROOM UNIT TYPE V -END UNIT ' BEDRM#2 • '~~ ' ~ -" [!lei~ ·,f-:;.~ '~ ' ' ' • ' ' . . " . M.BEDRM . . ,:~ / : . -) UNITTYPEV BUILDING E -3RD FLOOR PLAN SCALE: 1/8" = l '-0" :~' -- l\ ® '; M.BATH r Ii ~ I ! .. "' ' BEDRM#2 l _) - ~A ,__ WJ.C, - ' ' 1,W_.I.C . v" M.BEDRM e ' ' u G, ~ ···"· ----~ G), ·--·-'' UNIT TYPE V -END UNIT B DINING " -·, - 1----1 UNITTYPEV BUILDING E -2ND FLOOR PLAN SCALE: 1/8" -1'-0" I I I I I KITCHEN ', •. c: i ol ::: M h L'= GREAT ROOM UNIT TYPE V -END UNIT B r----------------1 ' ' •.. ~, ,-" ~~ >-~ I I I I I ! ----.-----------1 lm L-----------. "-· \. L-----------rm r--.-----------------, ' J I t I '" I , ''°" --i ---i I ! ,_ L-----------rn, :: :1 /r ,~ t ! l __ ' ~~? / 'F ~: i ,t----t-'-lf ~" f \ i~ , __ ,,,,,..ill \ . I \ ( i -L i lt-+-'"I= :, i ~----r------1----r-"' i •• : : \ I GARAGE \ I : ~ I 1 \ I GARAGE 1 \ I ' : ~ ~~ \ / \ / ' ~ L i \ 1 \ 1 ~~ l : I j : :11-~---t--·~1H V V lf---c--i. I ' V V . - J • L ( '. " l ' ~ ;; ' . L .. -·--. ___ i".,_ I .. __ _"' '_! I i I UNIT TYPE V -END UNIT UNITTYPEV BUILDING E -!ST FLOOR PLAN SCALE: 1/8" = l '-0" 5 4 . - .. ~ • I I ----" I I UNIT TYPE V -END UNIT B 3 2 1 [') I I u O'. <[ "' ,: L'J ;:. "' Cl w >-,_ D _J Cl. ,: <[ "' C, --Lfl -0 ru ' -ru ' Lfl ' "' A u ,_ -,: O'. w Cl. -0 0 / "' ,_ w w I "' / "' w ,: D I z :, D >- >- O'. :, D u z <[ ,: >--I :, / LL "' I ' u "' -ru -:g (') -/ x I 1804 136th Place NE Ste. 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture +Design+ Planning Members of the American Institute of Architects @ GMS 2015 2731 d'l () ~ <i() -.I ' 00 -.I '1" ~ LU tl) 1-. '1" ::ii! ' Q:: tl) N 0~ :::i '1" =s C) G '1" < () GG I -G Q_ ~~ 2 Ill <i() < ,_ <P 0~ (.') ""'C ::J z < <I) C) E-41 ---~ uil-~ <I) ~ ---z E-4 LO i !!,JI ~ "1 ~ z <I) Ji ©) ~~ :::, <I) ~ 0 Ill <' [I': I Ill C) C,) Q 2 ~~~ ~ Q '1 ~ ~ I-~ a--l <I) I.) a aul & Ill Q:: -.I !') (11 -, '1 C) E-4 [I': f-'...: ~ ~ Q_ ~ I- I.) '1 ---I-d z C) I.) C, z -C ...J -:::> m I w c:, ~ CJ) Cz :::! < :::> ...J m a. IZ>l-21Z>-1& Date: ____ _ Drawn· RAG Job , , 13,Z,& Revisions-· __ _ B C D ' E F G _J 1 ~ ____ 1_0 ____ .... _____ g ___________ s ____ _. _____ 1 ___________ 6 ___________ s ___________ 4 ___________ 3 ____ ...1,, _____ 2 ____ ...., _____ 1;... ___ .....,_ A B C D E F G WALL ASSEMBLIES TYP. EXTERIOR WALL ~ TYP. EXTERIOR WALL •EXfERIOR SIDING: FER CLEVATIONS !B •SAME AS Wl WITH 2X8 WOOD STUDS •.! LAYER-5 61Zl MINUTC WEATHER RESISTANT 6ARRIER ~ 16" OC. PEF<! STRUCTURAL •EXTERIOR SHEATHING FER STRUCTURAJ.. •R-21 BATT INeULATION FER W.6.E.C. •.!x6 WOOD STUDS e 16" O.C. FER 5Ti.11CTURAL •l/.l 11 GWS ~ TYP. EXTERIOR WALL @ GARAGE (NON INSULATION) Y. SAME A6 WI WITHOUT INSULATION INTERIOR WALL •l/.l 11 GWS • 2x4 OR 2x6 STUDS e 16"0.C. •ln 11 GWS GARAGE TO LIVING SPACE .112 11 uwe .. ~ATHING: PCR STRUCTURAL • 2X6 STUDS fil 16"0C. PER sna.JCTURAL •R-21 6ATT INSULATION PER W.5..E.C. •ln" GWS ~ EXTERIOR WALL {BASEMENT) (NOT USED) VWATERFROOF MEMBRANE <eeLow GRADE rrP.J 01 • SIZE CONCRETE PER STRUCTURAL. /IF LIVIN:1i 8PACE Al"l"L YI • 2Xf;. P.T. FLAT STUDS fil 16" O.C. PER STRLICTUfi!AL •R-11Zl RIGID INSULATION •1n" 6W6 ~PARTY WAI.L (2) 1 HR 111.AI.LS -(2) 2x6 V •(2) Ii.!" TYPE "X11 GJ...16 •SHEATHING: FER STRUCTURAL ~PARTY WALL (2) 1 HR WALLS -V (2) 2X6 @ G4RACE •2x6 STUDS e 16"0C W/fii!:-21 INSULATION •OJ 5/8" TYPE 11X 11 6:WB • SAME A8 W6A WITHQUT INSULATION PER GA FILE WP !812 REFER TO DTL 6 • A1£> • 211 Alf'fF,,:\CE (2) 1 HR ASSEMBLY IN ROOF CAVITY (ATTIC) •(2J LAYEfi<!S 1/2" TYPE 'X' 6WB (Dene61aee OR 51MJ •(2) 2x4 WOOD 6TUD6 rTRLl6$ESJ, TUfiiN.ED FLATW16E, 24n O.C. • (I) LA YER S/8n rrFE 'X" 6WB (DerieGl<HH~ OR 5JM.) •2" AIR SPACE w/ FIR.ESTOP INSTALLED AT TOF C eonOM Oi= ROOi= TRUSeee. •W LAYER !Men rrPE 'X' 6W6 (Dene61aee OR. SIM.) • (2) 2x4 WOOD 5TUD5 (TRU55E8J, TUf-NED FLATWISE, 24" O.C. • (2) LAYERS 1/2" TYFE 'X' 6W6 (DeneG:laH OR: 51M.J IEFOl<I N.11E5ERi GA FILE• w,a 3812 ~Fl:R. TO DTL. 1 • A1.0 (2) 1 HR EXTERIOR WALL (GABLE ENO) ROOF STEP@ PARTY WALL • EXTERIOR SIDING: FER EL8YATION6 • 2 LAYERe 60 MINUTE WEATHER RE:515T ANT BA~ER • (1) &/8" rrFE 'X' GWB (DerieGlaee OR: SIMJ • EXTERIOR 5HEAT!-II~ FER 6TF!JCTURAJ... •(2) 2x4 FLAT GABLE END TRI.J6SE6 "'24" OC. •<2> 1/2 11 TYPE 'X' G.W.8. (D~e61a&& OR 61M.J REPORI" NIM!eRo GA FILE' VIP SIG& FIIEFER TO DTL e • A1.0 2 HR EXTERIOR WALL @ WALL EXTENSIONS FROM PARTY WALL •EXTERIOR SIDINCii FER ELEVATIONS •2 LAYER-5 612l MINUTE l,,.IEATl-!ER: RESISTANT BARRIER: • (2J LAYE~ EXTERIOR. RATCD 5'/8" TYPE 'X' GW6 (DeneGlaee OR 61MJ • EXTERIOR &HEATHINCii FER STRUCTURAL • R-21 BATT INeULATION FER W.5.E.C. • 2x6 WOOD STUDS "' 16 11 o.c. FER: STRUCTURAL • ( 2) LAYERS S/8" TYFE 'X' GWS <ry>.~-;'1sEJ;,7t-:fif:Ur f:tLAT~N WALL EXTENSIONS FROM PARTY WALL @ GARAGE GABLE END • EXTERtOR SIDING PER ELl3YATl0NS •2 LAYERS 6/2J MINUTE WEAf~ER RES15TANT 6Af<RIER • EXTERIOR SHEATI-IIN6 FER 6TR1..ICTURAL • FRE-MAl"4UFACTURED TRU6-5' e 24" OC. ASSEMBLIES NOTE, A55EM6L Y Ol'<DER 15 FROM OUT61DE TO IN&IDE OR Fi-:Oi'"1 TOF TO 60TTOM. SCALE· NO SCALE 10 9 PLUMBING NOTES @ PARTY WALLS ALL PENETRATIONS FOR PLUMBING TO BE OUTSIDE OF Tl-IE PROTECTED C0~1MON WALLS <PARTY WALL&! AND INTO ADJACENT UNIT WALLS. VERIFY ALL PLUMBING RUt~S TO BE LOCATED OUTSIDE OF COMMON WALL WITI-I PLUMBING CO~!TRACTORS PER IRC R3022 TOWNI-IOUSES EXCEPTION I ELECTRICAL 15 STILL ALLOWED IN COMMON WALLS 8 7 6 BEDRM#2 M.BEDRM a W.1.C. 1 ~-::..i ... ' UNIT TYPE V -END UNJT B 1-i ---·-· -_,,, -·1 , I I ' ' ' ~ ' ' ' ~' • 00 ' • • BEDRM#2 ' • ' • ' M.BEDRM "'»>r.11,tE---'l UNIT TYPE V BUILDING F -3RD FLOOR PLAN SCALE: 1/8" = 1'-0" BEDRM#2 M.BEDRM UNIT TYPE V -END UNIT ' ' -~ 1:rnll D'l' L -' I I I I I I I I I 1i·.. ' I r--==ei:a:-:::-dl-1 -----------1 -+ ~ 11:(;,'fojl D'l' jL : --=-- 7 -- ' I I I I I KITCHEN ' I_ I ---" r -I [] =Jr-1 GREAT ROOM DINING ... ' - I -I I I 1 I - tJ· - • ~ t;:,,s;- I . I . . . -. I r--- UNIT TYPE V -END UNIT B r----------------__________ J i// ~r; !)~----/------\---~Pr;; J -\ I GARAGE \ I \ I \ I V V ENTRY PORCH . ' I I I I ! I .,, DINING I I KITCHEN I_ I -' --r --ICM =Jr~ GREAT ROOM I I I ' I ' - I ,~-_,_ .. I I \ I -- KITCHEN ' I_ I ---.=: :.:l ,-, ---1 [ 1n ~_. I I J1J ~/.,.,;c:: · l I =J [ 11 1_:=,3--.L-......;;= GREAT ROOM ------· -i I I DINING I I I I I I ,-_J • PH ' - ' I I I - ' l I : I I - ' tJ·. ' A~ : ,, I/ . ' I . ~'em . ' . -. 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GA FILE" Vl'r' 3&1a REFER TO DTL 1 • A1.0 (2) I HR EXTERIOR WALL {GABLE ENll) ROOF STEP@ PARTY WALL •EXTERIOR SIDING: FER ELEVATIONS • 2 LAYERS60MINUTE WEATHER RESISTANT SARRIER • (1) $/8 11 TYPE 'X' C:sW6 (DsieGlae-e OR SIM.J • EXTERIOR 6HEATHING FfR ST1SUC1URAL • (2) 2x4 FLAT C:sAE3LE !:ND TRU&Sl=S e 2411 O.C. •(2) 112" TYPE 'X' G:.W.13. (Den&G:laee OR SIM.> ..et=Or<r NL111¥ ... GA FILE• V/'r' &kl& IOE!'ER ro DTL 8 • ... ,.o 2 HR EXTERIOR WALL @ WALL EXTENSIONS FROM PARTY WALL •EXTERIOR SIDING FER ELEVATloNS •2 LAYERS 60c MINUTI= J..11:ATHER RE51STANT 6AFaRfER • ( 2) LAYl=Re EXTERIOR RATED &/8" TYPE 'X' 6WB (D,sneG:lae.e OR SIM.) • EXTERIOR 6Hl=ATHING FER STRUCTURAL •R-21 6ATT INSULATION FER W.€>.E.C. •2x6 WOOD 6TUD6 e 16" O.C. FER STFZUCTURAL •(2) LAYER8 S/8n TYPE 'X' GWB ~/,,,.,~~5E,1['ilir"S!r /t~~LAI~WALL EXTENSIONS FROM PARTY WALL @ GARAGE GABLE END •EXTERIOR SIDING FER ELEVATION& •2 LAYERS 60 MINUTE WEATHER RESISTANT 6AFaRll=R •EXtl=RIOR SHl=ATHING: FEF<:: erRUCTURAL •FRE-MANLIFACTURED TRUSS 111 24" OC. ASSEMBLIES NOTE, A55EM6L Y Ol<DER 15 FROM OUT51DE TO INSIDE OR FROM TOF TO BOTTOM. SCALE: NO SCALE 10 9 • PLUMBING NOTES @ PARTY WALLS ALL PENETRATIONS FOR PLUMBING TO BE OUTSIDE OF THE PROTECTED COMMON WALLS (PARTY WALLS) AND INTO ADJACENT UNIT WALLS. VERIFY ALL PLUMBING RUNS TO BE LOCATED OUTSIDE OF COMMON WALL WITH PLUMBING CONTRACTORS PER IRC R3022 TOWNHOUSES EXCEPTION I ELECTRICAL IS STILL ALLOWED IN COMMON t.-lALLS 8 • 7 6 ----------. -. . ---. . . ·----·-----. ---- ~-----------------------" ~ -------------------~--------------------~ '. ,. •. -.~,,-· .,. . -= •····· ,,, '' ! ' ,, ' ' ' ,. '"" ) ' . <.; I , > . LC. 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'' .. : " : " " " : • ,-~-• ,- ENTRv' j '"' PORCH UNIT TYPE ill -END UNIT B 3 - I 2 1 (>) I I u °' "' w :,: CJ ;:. "' " w f- f- D _J IL "' -0 (\J '. -OJ '. Lf) -0 0 / " f-w w I '.) " w :,: D :c z > D f- f- °' :0 D u z " :,: f- ~ I > / "-" I I ' u "' ~ (\J -I Lf) 0 (>) -/ x 1804 136th Place NE Ste, 1 Bellevue Washington 98005 425.644.1446 -Fax 644.1921 office@gmsarch.com Architecture+ Design+ Planning Members of the American Institute of Architects @ GMS 2015 (!J z -a ...J -:::::> m I ~ (!J ~ Cl) Oz ::::! c( :::::> ...J m a. IZ>l-21Z>-1S Date: ____ _ Drawn:_FsAC:i ___ _ Job , • 131Z>S Revisions~· --- ' '>11 B E F ;i G I ' --------------------------------------- A PORT'iON OF THE NW 1/4 OF THE N\#V 1/4 OF SECTION 15, TVv'P. 23 N., RGE. 5 E, W.M., KiNG COUNTY, WA iO 9 8 7 6 5 TRACT A STORM DRAINAGE-_ 14,386 SF -- PHASE LINE ' I I I I _ S~_128TH STJ_K!NG COUNTY) _ NE 4TH ST (RENTON) (PRINCIPAL ARTERIAL) LOT LINE (TYP.) EXISTING DRIVEWAY 21 22 32 31 23 24 25 30 29 28 \ 26 \ 27 l ./ n NORTH QUARTER CORNER / SEC.15, 1WP. 23N., RNG. 5E., W.M. FOUND 3" BRASS DISC WITH PUNCH AT SURFACE 03/24/98 1 ----~\~ "-~ 15 37 TRACT J 36 35 VICINITY MAP NOTTO SCALE SCALE: 1" = 40' ** Imai 40 20 0 IN 40 80 ESIVi ASSUMES NO LIABILITY WITH REGARD TO THE BOUNDARY SURVEY PROVIDED BY CENTRE POINTE, AND SHOWN ON THIS SHEET. SHEET NO. PUD-01 PUD-02 PUD-03 DESCRIPTION OVERALL PLAT PLAN FINAL PLANNED URBAN DEVELOPMENT PLAN BUILDING SETBACK PLAN LEGAL DESCRIPTION PARCEL I: LOT 1 OF RIBERA-BALKO SHORT PLAT NO.LUA-02-129-SHPL RECORDED APRIL 9, 2009, AS RECORDING N0.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING N0.20120419001607. ' PARCEL II: --\ LoT 2 oF RIBERA-BALKO sHoRr\RLAT No.Lui'\~cg-.J ?,si.-,,c;r1eL.Bs~Q,RP.sP,,Af'fJL _Q._.29rA!,-."-"" ,,,_.. __ AS RECORDING N0.200904099Q0f;;~l2,''RECOROS:" OP KING COUNTY, 'WASHINGTON!'""'"''•---1•'"'1' .,,, -·,'ii-,,:,,,., .. PARCEL Ill: __ . __ TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA-07-080-LLA RECORDED AUGUST 18, 2009 AS RECORDING N0.20090818900001, RECORDS OF KING COUNTY, WASHINGTON. SITE DATA PLAT NAME: WHITMAN COURT PUD CITY FILE NUMBER: LUA 14-000295 SITE ADDRESS: 4225 NE 4TH ST & 351 WHITMAN CT NE PARCEL NUMBERS: 518210-0020, -0021, -0022 SITE AREA: 223,073 SF (5.12 AC) ZONING: CA (COMMERCIAL ARTERIAL) EXISTING USE: VACANT LANO PHASE 1: 175,831 S.F. ( 4.04 AC) PHASE 2: 47,242 S.F. ('I ,08 AC) EXISTING STRUCTURES: NO STRUCTURES ON SITE PROPOSED USE: 39 TOWNHOMES & BANK PROPERTY OWNERS GEOTECH ENGINEER LOZIER AT WHITMAN COURf, LLC 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 ( 425) 635-3938 CONTACT: PAUL EBENSTEINER WASHINGTON FEDERAL 425 PIKE ST SEATTLE WA 98101 DEVELOPER LOZIER AT WHITMAN COURT, LLC 1300 114TH AVE SE, SUITE 1 00 BELLEVUE, WA 98004 (425) 635-3938 CONTACT: PAUL EBENSTEINER SURVEYOR CENTRE POINTE 1819 CENTRAL AVE S, UNIT 38 KENT, WA 98032 (253) 813-1901 CONTACT: NORMAN E LARSON, P.LS. ASSOCIATED EA_RTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: BRUCE BLYTON, P.E. PLANNER/ENGINEER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: ERIC LABRIE, AICP RECEIVED MAY 2 l 2015 CITY Of R~N'fON Pl.ANNING DIVISION REVISIONS NO. DESCRIPTION/DATE BY ~a 0 -a ~ ~ -m mm ..J ' ' " m~ ~ ..J :a 'A V " ~ -;;;-:n :c * ~"' a,V e,3. .~< (/) C a: 1, C ID -0 Q. " -o w ~~ ~o • "' w "" cw cc z l:'i;; -3 _3 CJ z ,n 0 w (\f "' ~ <!)0 C :::O " CJ :><O E z (/) OJ O>" •<( Co> ,_ 0 (/) $ >.c I-~ . E 2~ _J <( iii' " :::> 0 v,- £$ 0 V u.~ (I) <0-. co 0~ ·s: QL z _J 0.. 0 0 Q) ·o st.,, (.) "' <!) E "'u. (/) (!) "' . 3: C ·c 3: ~ (I) ~" 3: C: L ·-0 g'i< Wg == .a 2: ::J un. z ~ --:_-,;~' ~- 3: () _I _I 0 ~ :J z I- (( 0.. <( :) lL ....J 0 r Cl. 0 a: !-= z :) <!'. < 0 ....J ~ 0 0.. r,-z ::d -I ~ <( < ~ a: ~ r w <( -> a.: I 0 w 3: -N 0 z 0 _I I-z w ~ LL 0 ~ (.) JOB NO.: 1799-001-013 DWG. NAME: PUD-01 DESIGNED BY: LGB DRAWN BY: PTO CHECKED -BY: DATE: 05/13/2015 DATE OF PRINT: PUD-Oi 1 OF 3 SHE~rs I 1 LEGAL DESCRIPTION PARCEL I: J I EXISTING [DRIVEWAY i WATER EASEMENT RECORDING NO. 20090409001132 SANITARY SEWER EASEMENT RECORDING NO. 8509260881 / \ PHASE LINE LOT 1 OF RIBERA-BALKO SHORT PLAT NO.LUA-02-129-SHPL RECORDED APRIL 9, 2009, AS RECORDING N0.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING N0.20120419001607. PARCEL II: LOT 2 OF RIBERA-BALKO SHORT PLAT NO.LUA-02-129-SHPL RECORDED APRIL 9, 2009, AS RECORDING N0.20090409900002, RECORDS OF KING COUNTY, WASHINGTON; PARCEL Ill: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA-07-080-LLA RECORDED AUGUST 18, 2009 AS RECORDING N0.20090818900001, RECORDS OF KING COUNTY, WASHINGTON. -----·----------------""··-. ----·--··--- A PORTION OF THE NW 1/4 OF -rHE NVV "1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E, W.M., KING COUNTY, WA n 15 ,_ •. _.,,.,., ~,,,,., ,v. 21 I I }.. ! "' i 23 22 32 AREA TABLE DESC. USE AREA (S.F.) TRACT E PARKING & OPEN SPACE 2,992 TRACT I OPEN SPACE 3,269 TRACT J OPEN SPACE 672 TRACT K OPEN SPACE 2,382 TRACT L OPEN SPACE 3,380 ROADS PRIVATE ROAD 14,031 LOTS RESIDENTIAL LOT AREA (~IET) 20,516 TOTAL AREA = 47,242 S.F. = 1.08 AC. ~-ROADC-- 28 r----"·,-.,,. 10 -· ' <'• ~---·· ,,. •..••• '., ;. 23 ; 24/ 25 26 31 -0 N 23' j I r·"··1 .,,'Nu,.·,?.·,•,1.· ·,•c,·,.-.·,.c·,-,,·,-.1.< ,,.~ - · l 30 :,J I ~ 29 I I 28 ,, ,.-,•,· ,,1,- 271 I , ~ I / ~ R=25' \ LOT AREA TABLE LOT # AREA (S.F.) BLDG (S.F.) COVERAGE 21 1,074 573 53.35% 22 846 573 67.73% 23 1,026 573 55.85% 24 1,026 573 55.85% 25 877 573 65.34% 26 1,123 573 51.02% 27 1,200 573 47.75% 28 953 573 60.13% 29 901 573 63.60% 30 901 573 63.60% 31 951 573 60.25% 32 1,rno 573 48.56% 33 1,051 598 56.90% 34 1,581 598 37.82% 35 1,651 598 36.22% 36 1,052 598 56.84% 37 1,039 598 57.56% 38 1,053 598 56.79% 39 1,031 598 58,00% TOTAL LOT AREA: 20,516 S.F. = 0.47 AC. \ ,,,, -0{ ... «'1 .,_, ' WATER EASEMENT RECORDING NO. 20090409001132 ,,,. *-if~ .. 73' 36 65' ' r 33 p -·;r •. ;i,:,:::m, n SCALE: i" = 20' 20 10 0 ?.O 40 SITE DATA PLAT NAME: WHITMAN COURT PUD CITY FILE NUMBER: LUA 14-000295 VICINITY MAP SITE ADDRESS: 4225 NE 4TH ST & 351 WHITMAN CT NE PARCEL NUMBERS: 518210-0020, -0021, -0022 SITE AREA: 223,073 SF (5. 12 AC) ZONING: CA (COMMERCIAL ARTERIAL) EXISTING USE: VACANT LAND PHASE 1: 175,831 S.F. (4.04 AC) PHASE 2: 47,242 S.F. (1.08 AC) EXISTING STRUCTURES: NO STRUCTURES ON SITE PROPOSED USE: 39 TOWNHOMES & BANK DEVELOPMENT STANDARDS (CA) MAX. DENSITY: MIN. DENSITY: 60 DU/NET AC 10 DU/NET AC PHASE 2 PROPOSED DENSITY: 7.25 DU/ACRE MIN. LOT SIZE: MIN. LOT WIDTH: AS ESTABLISHED BY PUD LUA 14-000295 NONE MIN. LOT DEPTH: NONE BUILDING SETBACKS: FRONT MIN: 10'; O' THROUGH SPR AND NO BLANK WALLS FRONT MAX: 15' SIDE: NONE; 15' IF ADJACENT TO RESIDENTIAL ZONE SIDE STREET: 10'; O' THROUGH SPR AND NO BLANK WALLS REAR: NONE; 15' IF ADJACENT TO· RESIDENTIAL ZONE MAX. BLDG HEIGHT: 50'; 60' IN MIXED 1USE BUIDLINGS MAX. BLDG COVER: 65%; 75% IF PARKING IS PROVIDED INSIDE THE BLDG MAX. IMP. COVER: NONE DESIGN STANDARDS OF RMC 4-3-100 APPLY OVERALL SITE IMPERVIOUS AREA: .. 79 ACRES UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK FIRE: CITY OF RENTON DISTRICT #25 SCHOOL: RENTON SCHOOL DISTRICT #403 PROPERTY OWNERS LOZIER AT WHITMAN COURT, LLC 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 (425) 635-3938 CONTACT: PAUL EBENSTEINER SURVEYOR CENTRE POINTE 181 9 CENTRAL AVE S, UNIT 38 KENT, WA 98032 (253) 813-1901 CONTACT: NORMAN E LARSON, P.L.S. NOT TO SCALE ESM ASSUMES NO LIABILITY WITH REGARD TO THE BOUNDARY SURVEY PROVIDED BY CENTRE POINTE, AND SHOWN ON THIS SHEET. WASHINGTON FEDERAL PLANNER/ENGINEER 425 PIKE ST SEATILE WA 98101 DEVELOPER LOZIER AT WHITMAN COURT, LLC 1300 114TH AVE SE, SUITE 100 BELLEVUE, WA 98004 (425) 635-3938 CONTACT: PAUL EBENSTEINER ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE SOUTH, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: ERIC· LABRIE, AICP GEOTE:CH ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: BRUCE BL YTON,. P.E. RECEIVED MAY 2 1 2015 REVISIONS NO. DESCRIPTION/DATE BY :'.!8 ~ -m ~m I I a ~~ # u 2 IQ :i: "'e ,5 <( " C ~ C a. ~ .2 .0 ~~ a. u • "" ~~ CC _g _g JOB NO.: 1799-001-013 DWG. NAME: PUD-02 DESIGNED BY: LGB DRAWN BY: PTO CHECKED BY: DATE: DATE OF PRINT: 5/13/2015 PUD-02 2 OF 3 SHEETS File: \ \esm8\engr\ESM-J08S\ 1799\001\013\P-plot\Plot,\PUD-03-PH2.dwg Plotted: 5/21/2015 11 :27 AM Plotted By: Patrick Danner "" Q ::;::;; ,; .... s: 2< J> l'\"'I ~o -< 0 z ..... 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' O.C. 2 6AL. . 1FULL.4 BUSHY -·---------------. ··--------·-----'" --··-' ,+-------~----- ' HN , HYDRAN6EA MACROPHYLLA 'NIKKO BLUE' i NIKKO BLUE HYDRAN6EA 5 6AL. ! FULL 4 BUSHY + .L --" MG ,PH ,p y ,u . ~-- RF ,s rA ' til..EX GRENATA 'SKY PENCIL' SKY PENCIL JAPANESE HOLLY--, 2 "GAL.· l FULL 4 BUSHY . --· ----------·-··-----------·--------r··----------------------- LAVENDULA STOEGHAS 'SPANISH ANOUK' SILVER ANOUK SPANISH LAVENDER i2 6AL. FULL 4 BUSHY ',,"" . _,,, ! MAHONIA AQUIFOLIUM 'COMPAGTA' 2.5' O.G. ·-·- . PANICUM 'HEAVY METAL' 2.5' o.c. ---·--------··· PARTHENOGISSUS TRICUSPIDATA I' O.C. ·-·-... ····--·--------... ,.,-. 3' o.c. O.G. RHODODENDRON YAKUSHIMANUM YAKU RHODODENDRON " .... 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MULC,tl 3' DEEP 24' DIA RINe ROOT BALL DIAMETER C.ONIFER ROOT BALL D IAMETER 2 11x2 11 HEMLOCK.fflR STAKES, LOCATED OVTSIDE OF ROOIBALL. FASTEN f</C,HAINLOC,K TIES . STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUGH TREE TRIJNK. ST AKE HEl<SHT MUST BE AT LEAST 5' FROM FINISHED eRADE. PLACE 3" OF BARK MULGH IN SAIJC,ER TO WITHIN 5' OF THE lRUNK. REMOVE CONTAINER OR COMPLETELY REMOVE BURLAP AND ALL TWINE FROM ROOIBALL PRIOR TO PLACEMENT IN PLANTINe PIT. FORM TEMPORARY 5" HT. WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. REMOVE WITH FINE eRADE (TYP J SGARIPr' SIDES OF PLANTINe --+H""'""'~ HOLE. MAKE SURE HOLE HAS '500D DRAINAeE. EXISTINe NATIVE SOIL OR NEWLY PLACED TOPSOIL. 3 TIMES ROOT BALL DIAMETER DEC.IDUOUS 5ET TREE STRAl<SHT AND PLACE ROOIBALL ON SOLID eROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTIN6 HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOIBALL. GlJT AWAY WIRE, STRINe, AND BURLAP. BACKFILL REMAININ6 PLANTINe HOLE PER 5PECIFIGATION5. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. --------eROUNDCOYER PLANT. 5EE PLANT LIST ------2• DEPTH SET 5HRlJB STRAl<SHT AND PLACE ROO]BALL ~-.,;;;;:;,..,..,,.....,.,.....,.;;;;:,,,_,..,.,.,,..,.~;;;;,.,.....,.,,,..,...,,,,,.~~~-;::---TOPSOIL DEPTH AND •_::.:II 11· 11 i I -=1 I 1-=111---111-·.:11 Ii !"--! I 1=.i I 1-ij--.lttKI 11. TYPE AS SPECIFIED ON SOLID 6ROUND OR ON COMPACTED BACKFILL BACKFILL PLANTIN6 HOLE 1/2 FULL WiTH NATIVE SOIL, TAMP SOIL TO STABIL IZE ROOT6ALL. DO NOT DIS"M<B ROOIBALL. BACKFILL REMAININe PLANTIN6 HOLE PER 5PEGIFIGATION5. AMEND BACKFILL A5 NOTED IN THE INSTALLATION NOTES. ~~~---SGARIPr' SIDES OF PLANTINe HOLE. MAKE SURE HOLE HAS eGOD DRAINAeE. EXISTIN6 NATIVE SOIL. BACKFILL PLANTINe HOLE 1/2 FULL WITH NATIVE SOIL, Ll<SHTL Y COMPACT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POC,KETS. BACKFILL REMAININe PLANTIN6 HOLE PER 5PECIFIC,ATIONS. AMEND BACKFILL A5 NOTED IN THE INSTALLATION NOTES. FINAL eRADE. SGARIPr' SIDES OF PLANTINe HOLE. MAKE SURE HOLE HAS eoOD DRAINAeE. -___ , 1 J~-; ,-------·,. 1---.1 ! i -,.. 1 I=! I !::".:I i i=11 ·1-=111=1 '1 l:...''1 j 1:::! I ;:'.-I I -· i 11-EXI IN --, 7"',7 -.-1 h-,-·_; • • -. , ST e SUBeRADE (±) (±) (±) (±) EGUAL eRO\JNDCOYER PLANT 5PACIN6 AS INDIC,ATED (±) (±)ISTANC,CB ON PLANT LIST (TYPIC,AL) EDeE OF PLANTER ~ p i: :6.. J;i~"1 (±) (±) ~~~ (±)"''~ (±) '1 q " " q '1 4 " 4 q q <l 4 4 4 4 · ::z.-lN6 4 " 4 <l q " 4 q 4 4" <l a "" <l <l 4 i q 4 " 4 ~ " '1 4 " • a ·" <l 4 rt q '1 " 4 4 " <l q q 4 <l e~~~;-ROOT SHRU6 FL.ANTINc5, (TYF.) -;; -< -C, V '1) ~ '1) ~ 0 §of)g.~ e -~ ii -~ -< .... "O ,.q 6 ..§ @ 8 ~ 0.. .....l <( u ~ •r ~ ~ ,A ~ ~- ~ ~-N ,c ~ , rJJ • ~ (1) '" ~ ~ ~ '! ~ ~-. ,..... ~-0 •c, 0 N ,c rJJ Q 0 rJJ 1B ~ 0 !-< (1) ~ > 0 00 . ,..... ~ ,.......; < 0 " ci .9 :::::: a ~ :::::: u (rj s 00 ~ ~ ..... " ,.......; C ~ "' C ~ ·s1FIOIE GAnt:RllE ouVER CERIFICATE NO. 144 EX?I~ 6125/2015 ~ I I I I I I Ol = 0 -~ Ol -~ "' il: ~ ~ ·a g ~ ~ ~ -------------11•~, Date 05-18-15 ~ ~ Scale AS NOTED I -i ]~ l-:P~r~o~j~e~ct~#~=4~540::::::::====-1~7 \...!_) Sheet # LS OF 4 ~ • r,\ ~~~?sR~ 1 TIVE: L. I c5,HTI Nc5, (TYF .) J~~:, L. ......................................................................................................................................................................................................................................................................................................................................................... @~ RECEIVED MAY 2 11015 C , .. ,,, n·· I i ..,.,_.~P' ,.., • ...,N ' (,J PJ>.f..lN!NG OIVl:.ilON CONSTRUCTION SF!:CIFICATIONS PART I -6ENERAL Landscape Hark, '!his section Includes but Is not limited to the following, Preparation of sub·base as required for planters. Finish grading of topsoil materials. Preparation of soil mixtures. Excavation and backfilling for trees and shrubs. Planting of trees, shrubs and groundcovers. Seeding new grass. Miscellaneous landscape work. QUALllY ASSURANCE Subcontract landscape .iork to a single firm specializing In landscape work. SOURCE QUALllY CONTROL General, Ship land0Gape materials with certificates of ~spectlon requred by governing authorities. Comply with regulations applicable to landscape materials. Do not make substitutions, If specified landscape material Is not obtainable, submit non-availability to Landscape Architect, together with proposal for use of equivalent material. Hhen authorized, adjustment of Contract amount will be made, If necessary. Analysis and Standards, Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made In accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. Topsoil, Before delivery of additional topsoil, fumlsh Landscape Architect with written statement giving location of properties from which topsoil Is to be obtained. Plant material, Provide plant material of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI 260.1, current edition, "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown In recognized nursery In accordance with good horticultural practice and free of disease, Insects, eggs, larvae and defects such as knots, sun-scald, Injuries, abrasions, or disfigurement. Except as follows, label at least one tree and one shrub of each variety with a securely attached waterproof tag bec:rlng legible designation of botanical and common name. Notify Landscape Architect prior to Installation for quality Inspection, location of plant material and revleH of planting time and schedule. Landscape Architect retains the right to further Inspect plant material for size and condition of balls and root systems, Insects, Injuries and latent defects, and to re Jed unsatisfactory or defective material at any time during progress of work. Remove re Jeded trees or shrubs Immediately from pro Ject site. DELIVERY STORAGE AND HANDLING Trees and Shrubs, Provide freshly dug trees and containerized shrubs. Do not prune prior to delivery unless otherwise approved by Landscape Architect. Do not bend or bind-tie trees or shrubs In such manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. Deliver trees and shrubs after preparations for planting have been completed and plant Immediately. If planting Is delayed more than 6 hours after delivery, set plant material In shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture. Do not remove container grown stock from containers until planting time. JOB CONDITIONS Proceed with Gl'ld complete landscape work as rapidly as portions of the site become available, working within seasonal limitations for each kind of landscape work required. Utilities, Determine location of underground utilities as required by law and perform work In a manner which wilt avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal Is mutually agreed upon by parties concemed. Excavation, hllen conditions detrimental to plant growth are encountered, such as n.tlble fill, adverse drainage conditions, or obstructions, notify Landscape Architect before planting. Planting nme, Plant or Install materials during normal planting seasons for each type of landscape work required. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. SPECIAL PROJECT WARRANTY Warranty grass through grass specified maintenance period, and until final acceptance by Owner. Warranty trees, shrubs, and other plants t~ough specified maintenance period, and untll final acceptance by Owner. Warranty all planting, for a period of one year after date of final acceptance by Owner, against defects Including death and unsatisfactory growth, except for defects resulting from neglect by Oeiner, abuse or dCl'Tlage by others, or unusual phenomena or Incidents which are beyond Landscape Contractor's control. Immediately remove and replace trees, shrubs or other plants found to be dead or In unhealthy condition during warranty period. Replace plant material which are In doubtful condition at end of warranty period; unless, In opinion of Landscape Architect, It Is advisable to extend warranty period for a full growing season. Another Inspection wllt be conducted at end of extended warranty period, If any, to determine acceptance or rejection. Only one replacement (per tree, shrub or plant) will be required at end of warranty period, except for tosses or replacements due to failure to comply with specified requirements. PART 2 -PRODUCTS TOPSOIL All planting beds shall be: ovEw-excavated Gf" for plac.ement of stockpl!ed or lrff)orted B-way topsoll. Topsoil that has been stoc.kp!led for reuse In landsc.ape Hork shall be fertlle, frlab!e, sandy loam, surface: soll, free of subsoll, c.lay lumps, brush, weeds and other litter, and free of roots, 5lumps, stone6 larger than I II In any dlmens.ron, and other extraneous or toxic. matter harmful to plan£ growth. If stockpiled topsoll rs used It needs to be harvested from weed-fre.e native forest areas and amende:d with B 11 Imported De.Jong's Fertrl-Mvlch (mvst meet Ecology's Publlcatlon '14-B8 speclflc.atlons for Brade A compost quality) tilled Into the top '1" of stockpiled topsoil. In offslte landscaped areas, all asphalt and bclse Inorganic material shall be removed. Imported top5oll shall be placed to a minimum depth 0¥ Cf 1 prior to plantlng. Owoors shall hand i,,.iater ae necessary. Organic Matter, DeJong's Fertll-Mulch. Sand, Clean, washed sand, free of toxic materials. Mulch, All landscape areas shalt be covered with a 2" layer of mulch. Organic compost mulch free from deleterious materials and suitable for top dressing of trees, shrubs or plants OR consisting of aged medium-fine ground bark. COMMERCIAL FERTILIZER For all Planting Beds, TIii In Seasons Compete 6 ·4-4 All Purpose Fertilizer with other soil amendments, prior to final planting at rates specified on package. Seeded, 15 lbs. per 1000 sq. ft. PLANT MATERIALS Verify Quantities, Verify plant locations and quantities of plants on the Plant Schedule -ilth those rep, ·esented on the plan. Actual plant quantities shown on planting plans to prevail over quantities shown on Plant Schedule In the event of a discrepancy. Quality, Provide plant material of size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI 260.1, current edition "American Standard for Nursery Stock". All plant materials to be locally grown (-iestern ~. western OR, or western BC), healthy, bushy, and In vigorous growing condition. If replacement of plant material Is necessary due to construction damage or plant failure within one year of Installation, size and quallty shall be as Indicated on the plans. Deciduous Trees, Provide balled and burtapped (B4B) trees of height and/or caliper scheduled and with br=hlng configuration recommended by ANSI Z60.I, current edition, for type and species required. Trees to have uniform branching, single straight trunks, (unless specified as multi-stem) and central leader Intact and undamaged. Balled and bvrlapped stock shall have been root pruned at least once In the last three years. Container stock shall be fully rooted but not root-bound. Plant material with damaged root zones or broken rootballs will not be accepted. Coniferous and Broadleaf Evergreens, Provide balled and burlapped (BtB) evergreens of sizes listed and with not less than minimum number of canes required by ANSI Z60.I, current edition for type and height of smib required. Dimensions Indicate minimum spread for spreading and semi-spreading type evergreens and height for other types, such as globe, dwarf, cone, pyramidal, broad up-right, and columnar. Provide normal quality evergreens with welt--balanced form complying with requirements for other size relationships to the primary dimension shown. Gontalner grown broadleaf evergreens will be acceptable subject to specified limitations for container grown stock. All coniferous trees to be nursery grown and root-pruned one year prior to Installation with uniform branching and a natural non-sheared form. Original central leaders shall be healthy and undamaged. Maximum gap between branching not to exceed q", length of top leader not to exceed 12". GRASS MATERIALS 6rass Seed, Provide fresh, clean, new-crop seed complying with tolerance for purity and germination established by Official Seed Analysts of North America. Provide seed mixture composed of grass species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed, as fo I lows, Seed Mix, Red Fescue -Festuca Rvbra -applied at 10#/lpoo SF. RECREATIONAL FACILITIES Bench to be selected by landscape architect prior to Installation. IRRl6ATION See Irrigation plans. MISCELLANEOUS LANDSCAPE MATERIALS Anti-Desiccant. Emulsion type, film-forming agent designed to permit transpiration but retard excessive loss of moisture from plants. Deliver In manufacturer's fully Identified containers and mix In accordance with manufacturer's Instructions. Transfllm or approved. Pre-Emergent, Apply per manufacturer's specification, Watt's Organic Alt-Natural Pre-Emergent Herbicide 4 Fertilizer after planting. Stakes and 6uys, Provide stakes and deadmen of sound new, pressure treated hem-fir, free of knot holes and other defects. Size as follows, Stakes, 2"x2"x8'-0", pointed, stained dark brown. Deadmen, 2"x2"x3'-0", pointed, stained dark brown. Provide wire ties and guys of 2-strand, twisted, pliable galvanized Iron wire not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less than 3/4 Inch diameter black rubber or plastic hose, cut to required lengths to protect tree trunks from damage by wires. Hydroseedlng Mutch, Hood cellulose fiber mulch for use In hydraulically planting grass In combination with fertlltzers and other additives. Prepared fibers hav!ng no growth or germination Inhibition factors; dyed to facllttate visual metering during application; and an equilibrium moisture content at the time of manufacture of 12 percent plus or minus 2. Sliva-fibre or approved. Apply at a raw of 2poo lbs. per acre. Mutch, Mutch to be Imported composted wood fiber mulch (Rainier Recyclers In Fall City or medium course bark mulch. PART 3 -EXECUTION PREPARATION Coordinate the work of this section with "lk,derground Irrigation System". Stake tree locations and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be requested. Prepc:ratlon of Planting Soll Mixture, Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. Planting soil mixture Is to be 2/3 topsoil and 1/3 organic matter by volume at compacted densities, mixed thoroughly. Mix planting soll prior to backfllllng and stockpile at site. Preparation for Planting 6rass, Loosen subgrade of grass areas to a minimum depth of 4 Inches. Rake to remove stones over I Inch In any dimension and sticks, roots, rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. Spread topsoil to minimum depth of 6 Inches or depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. Add lime at rate determined by sort testing and mix thoroughly Into upper 4 Inches of topsoil. Apply fertilizer at rates per manufacturer's spec. and thoroughly mix Into upper 2 to 4 Inches of topsoil. Delay ~plication of fertilizer If grass planting will not follow within a few Preparation of Planting Areas (non-grass), Loosen subgrade at bottom of planters to a minimum depth of 12 Inches. Rake to remove stones over I Inch In any dimension, and sticks, stones, rubbish and other extraneous matter. Spread planting soil mixture In two layers to a depth required to bring surface to within I Inch of top of planters, after light compacting and natural settlement. Place approximately 6 Inches of total amount of planting soil required. Mix Into top of loosened subgrade to create a transition layer, then place the remaining planting soil. Excavation for Trees and Shrubs, Excavate pits and beds with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil In bottom of excavation. For balled and burtapped (B4B) trees and shrubs, make excavations at least twice as wide as the ball diameter and equal to the ball depth, plus an allowance for setting of ball on a q" layer of compacted planting soil mixture. For container grown stock, excavate as specified for balled and burlapped stock, adjusted to size of container width and depth. Inspection, Notify Landscape Architect prior to planting to review quality, placement and timing. Stake the proposed location of all trees and shrubs with an approved coding system. For large g-ouplngs of single shrub species, boundary may be staked. Landscape Architect to review and approve locations prior to planting or relocating plant material. Planting Trees and Shrubs, Set balled and burlapped (B4B) stock on layer of compacted planting soil mixture, plumb and In center of pit with top of ball at same elevation as adjacent finished landsc~e grades. 1kitle and remove burlap from sides of balls; retain on bottoms. Wien set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets while backfilling. Water after placing final layer of backfill and correct any settlement that may Set container grown stock as specified for balled and burl~ped stock, except fut ty remove container. Dish top of backfill of trees In grass area to allow for mulching. Dished area shall have a diameter of at least 3 feet. Mutch pits and planters. Provide not less than a 2 Inch thickness of mulch and finish level with adjacent finish grades or with top of dish. Prune, thin out and shape trees and shrubs In accordance with standard horticultural practice. Prune trees to retain required height and spread. 1kitess otherwise directed by Landscape Architect, do not cut tree leaders, and remove only Injured or dead branches from flowering trees, If any. Prune smibs to retain natural character. Remove and replace excessively pruned or mlsformed stock resulting from Improper pruning. Apply anti-desiccant using po.ier spray to provide an adequate film over trunks, brrnches, stems, twigs and foliage. If deciduous trees or shrubs are moved In full-leaf, spray with anti-desiccant at nursery before moving and again 2 weeks after planting. euy and stake trees Immediately after planting, with 3 stakes per deciduous b'ee or 3 deadmen per evergreen tree. Orient stakes to resist the force of the wind. Planting 6roundcover, Space plants as scheduled. Dig Holes large enough to allow for spreading of roots and backfill with planting soil. Hark soil around roots to eliminate air pockets and leave a slight saucer Indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. Mutch areas between groundcover plants; place not less than 2 Inches thick. HYDROSEEDIN6 NEH 6RASS Do not use wet seed or seed that Is moldy or otherwise damaged In transit or storage. Mix specified seed, remainder of fertlllzer and mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogeneous slurry suitable for hydraulic application. Apply slurry uniformly to alt areas to be seeded. Rate of application as required to obtain specified seed sowing rate. SEEDBED PROTECTION Identify seeded areas with stakes, string and flags around area periphery. Set string height at 12 Inches. Maintain stakes, string and flags until grass mowabte. MtscaLANEous LANDSCAPE HORK MAINTENANCE Begin maintenance Immediately after planting. Maintain trees, shrubs and other plants until final acceptance by Owner but In no case less than qo days after substantial completion of the pro Jed. Maintain trees, shrubs and other plants by watering, pruning, cultivating and weeding as required for healthy growth. Apply anti-desiccant as specified. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Spray as required to keep trees and srrubs free of Insects and disease. Notify Landscape Architect and receive prior approval before any mo.ilng of seeded areas Is undertaken. Failure to property notify the Landscape Architect will not be considered as satisfying the requirements to provide any of the specified number of mowlngs. GLEANUP AND PROTECTION During landscape work, keep pavements clean and work area In an orderly condition. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. Maintain protection during Installation and maintenance periods. Treat, repair or replace dCl'Tlaged landscape work as directed. INSPECTION AND ACCEPTANCE Hhen landscare .iork Is completed, Including maintenance, Landscape Architect will, upon reques , make an Inspection to determine acceptability. Landscape work may be Inspected for acceptance In parts only If agreeable to Landscape Architect, provided work offered for Inspection Is complete, Including maintenance. l cl -< ~ r 0 V ~ v '""' § ~) 2t 0 8 ·;2 ~ -~ ·"." § V ,--< ;..-q "ti .::: ...--< ~ 1,... cu 0., --l < ~ u 0 •n 'I' ......l '" M '" .....1 ,; C, :!, ~ , [Fl 0 ~ a) ~ M +-' •n ('j 'I M ...... '" '" u -"' 0 C, :!, [Fl 0 0 [Fl :£ <C 0 H a) ~ > 0 ~ ...... ~ ..-,:"'. 0 " " .2 ::::1 Q E ::::1 " u ('j s ~ ,- "· +-' , ..-0 <C "' 0 ~ STATE OF WASHINeTOH f'E61SlclOED LNV5CAFE ARCHITEGT :51HOf'E CAlHERtNE OLl\/ffl CERl:PICATE NO. 1+f. EXPIRES 6/25/2015 &: I I I I I I <1l ~ 0 . .., <1l ·i. Q) p:; { ! "r 1------------111~ 8~ Date 05-18-15 • §j Scale AS NOTED • " P . t# 4540 §J, 1-:..:r:O!Je:C::..::!!:....:=-===-~-=====-~~r Where Inspected IGl'ldscape work does not comply Hith requirements, replace ~ 7 rejected work and continue specified maintenance until re-Inspected by Landscape ?~ Architect and found to be acceptable. Remove rejected plants and materials Sheet # L4 OF 4 ", promptt4 from pro Ject site. --8 ~ ............................................................................................................................................................................................................................................................................................................................................................................................... ...1a... ........................ g~ MAY 2 l 20!5 Cl'"".' :"" ,. ,. . ' "'V.'" .. ' '~ ' , ' . , ..• I \J Pi.?.\r.;-JM V Ui •J o.:iiON WHITMAN COURT VOLUME/PAGE A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23N., RNG. 5E. W.M. LUA14-000295-FP CITY OF RENTON, KING COUNTY, WASHINGTON LND-__ -___ _ DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TD THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON DR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES. THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THEIR ROADS WITHIN THIS SUBDIVISION, PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. UPON THE RECORDING OF THIS PLAT, WHITMAN COURT NORTHEAST, VASHON COURT NORTHEAST AND WHITMAN LOOP ARE HEREBY GRANTED AND CONVEYED TO THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA) FOR PRIVATE ROADS. TRACTS BAND DARE HEREBY GRANTED AND CONVEYED TO THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA) FOR PRIVATE ALLEYS. TRACTS A, C, E, F. G, H. I. J, K AND L ARE HEREBY GRANTED AND CONVEYED TO THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA) FOR OPEN SPACE TRACTS. OWNERSHIP AND MAINTENANCE OF SAID ROADS, ALLEYS AND TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF 18 MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE ROADS. ALLYS AND TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. ALSO, UPON THE RECORDING OF THIS PLAT, TRACT MIS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR STORM DRAINAGE PURPOSES. ALSO, UPON THE RECORDING OF THIS PLAT, THE PUBLIC ACCESS EASEMENT LYING WITHIN TRACT A IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON. THIS PLAT IS SUBJECT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR WHITMAN COURT -COVENANTS. CONDITIONS AND RESTRICTIONS, RECORDED UNDER AUDITOR'S FILE NUMBER THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: by: LOZIER AT WHITMAN COURT, LLC. PAUL G. EBENSTEINER: ASSISTANT MANAGER WAFED KEITH TAYLOR; WESTERFIELD FINANCIAL, LLC. DAVID W. LOZIER JR.: MANAGER LAND SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS PLAT OF WHITMAN COURT IS BASED ON AN ACTUAL SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION: THAT THE BEARINGS AND DISTANCES ARE SHOWN CORRECTLY; THAT THE PERIMETER MONUMENTS HAVE BEEN SET AND THAT ALL OTHER MONUMENTS AND LOT CORNERS HAVE BEEN SET OR BONDED WITH THE CITY AND WILL BE SET PRIOR TO THE RELEASE OF THE BOND: THAT I HAVE FULLY COMPLIED WITH ALL STATE AND COUNTY REGULATIONS GOVERNING PLATTING AND THAT IT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF. ~RMAN E. LARSON, P.L.S. 22338 DATE ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ) ss COUNTY OF ----~l ON THIS DAY OF 20__, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED PAUL G. EBENSTEINER. PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE ASSISTANT MANAGER OF LOZIER AT WHITMAN COURT, LLC., THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE SEAL OF SAID LIMITED LIABILITY COMPANY. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. STATE OF WASHINGTON ) ) ss COUNTY OF ----~) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN ____ _ MY COMMISSION EXPIRES: --·---c=:-:=--:-==~.,--.,..,...~----PRINT NOTARY NAME ON THIS DAY OF 20__, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED DAVID W. LOZIER JR., TO ME PERSONALLY KNOWN WR PROVEN ON THE BASIS OF SATISFACTORY EVIDENC8 TO BE THE MANAGER OF WESTERFIELD FINANCIAL, LLC., THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATFD THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE SEAL OF SAID LIMITED LIABILITY COMPANY. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. APPROVALS: CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS FOR WHICH THE PROPERTY SUBJECT TO THIS SUBDIVISION MAY BE LIABLE TO THE CITY, AND THAT ALL SPECIAL ASSESSMENTS ON ANY PROPERTY ~EREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED, THIS DAY OF 20_ FINANCE DIRECTOR CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS ___ DAY OF _____ _ 20_ ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS ___ DAY OF _______ , 20_ MAYOR CITY CLERK EXAMINED AND APPROVED THIS __ DAY OF CITY CLERK KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _ ____,DAY OF ----~ 20_ KING COUNTY ASSESSOR DEPUTY, KING COUNTY ASSESSOR ACCOUNT NUMBERS: 5182100020, 5182100021 AND 5182100022 KING COUNTY FINANCE DIVISION CERTIFICATE ,,. '·· •-·1 :-~:{<~;_.('.J;'!°(/f: ~'i': ~-'" ·:t,'\,f';~t/\·",:,· ;·;, ·,,,., ':.C_;-:~;·,~1.::·-,,,' _-._ -_.:,;;-.:ci,,,_,.f\"',,·".., _,_ 'J'HEREBY~CE~TIFY~THAT ALL PROPERTY TAXES ARE PAID: THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS, STATE OF WASHINGTON ) ) ss COUNTY OF ----~ ' NOT ARf~PU~B_L_I C-H-1 -A-ND-FO_R_T_H_E_S--T-A T-E-- OF WASHINGTON, RESIDING IN----~ MY COMMISSION EXPIRES: PRINT NOTARY NAME ON THIS DAY OF 20__, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KEITH TAYLOR, TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE MANAGER OF WAFED. THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE SEAL OF SAID LIMITED LIABILITY COMPANY. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN---~~ MY COMMISSION EXPIRES: PRINT NOTARY NAME OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL THIS DAY OF ~---~ 20_ MANAGER FINANCE DIVISION DEPUTY RECORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ~-DAY OF 20~~ AT MINUTES PAST AND RECORDED IN VOLUME OF PLATS, PAGES RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS SHEET KEY SHEET 1 OF 7: PLAT SHEET 2 OF 7: PLAT SHEET 3 OF 7: PLAT SHEET 4 OF 7: PLAT SHEET 5 OF 7: PLAT SHEET 6 OF 7: PLAT SHEET 7 OF 7: PLAT NOTES, SIGNATURES NOTES NOTES, CHARTS, VICINITY MAP MAP MAP MAP MAP MAY 2 1 2015 crrv o~: Rf:NTON ,_.....,. ______ ""'"' ~-----------------, ~I!!!'!NDl!!!'EX!l!D'!'!!AT!'!'l'A:. ____________ .,. ..... ._. ·1!111! .. !!'!'! .. -~,.' 'V.ll!!!' .-.~~.~""'"' CEN]FJ:(I §_~~ sue~~ne:~h w~~~~~~ T~~~~~:a~~~~~it~oo 14209 29th Street East, #105 -Sumner, WA 98390 Bellevue, WA 98004 253-987-5924 main 253-987-7859 fax DRAWN BY: D W d 00 S DATE: May 6, 2015 SCALE: DNA CHECKED BY: N L arson Layer Set: PLAT ORA WING NAME: 3 4 4 7 KING COUNTY, WASHINGTON SHEET 1 OF 7 WHITMAN COURT VOLUME/PAGE A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23N., RNG. 5E. W.M. LUA14-000295-FP CITY OF RENTON, KING COUNTY, WASHINGTON LND-__ -___ _ SlJRVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FDR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT ORDER N0.2208993, DATED APRIL 29, 2015. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. BASIS OF BEARING: NORTH SECTION LINE PER CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-99-075-LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 19990623900005. LEGAL DESCRIPTION: PARCEL I: LOT 1 OF RIBERA-BALKO SHORT PLAT NO. LUA-02-129-SHPL RECORDED APRIL 9, 2009, AS RECORDING NO. 20090409900002, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RcCORDING N0.20120419001607. PARCEL II: LOT 2 OF RIBERA-BALKO SHORT PLAT NO.LUA-02-129-SHPL RECORDED APRIL 9, 2009, AS RECORDING NO. 20090409900002, RECORDS OF KING COUNTY. WASHINGTON; PARCEL III: TRACT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA-07-080-LLA RECORDED AUGUST 18, 2009 AS RECORDING NO.20090818900001, RECORDS OF KING COUNTY, WASHINGTON. TITLE REPORT NOTES: 1-2) ITEMS CONCERNING TAXES. 3) ITEM CONCERNING A DEED OF TRUST, FILED UNDER RECORDING NUMBER 20141223001323. AFFECTS PARCELS BAND C. 4) ITEM CONCERNING UNRECORDED LEASEHOLDS. 5) ITEM CONCERNING RESERVATIONS AND DEEDS, FILED UNDER RECORDING NUMBER 192430. 6) ITEM CONCERNING THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS, FILED UNDER RECORDING NUMBER 5813072. AFFECTS PARCELS A AND C. 7) ITEM CONCERNING THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS, FILED UNDER RECORDING NUMBER 5823627. AFFECTS PARCELS A AND C. 8) ITEM CONCERNING THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS, FILED UNDER RECORDING NUMBER 632233. AFFECTS PARCELS A AND C. 9) ITEM CONCERNING AN EASEMENT, FILED UNDER RECORDING NUMBER 8509260881. SHOWN HEREON. AFFECTS PARCELS A AND B. 10) ITEM CONCERNING AN EASEMENT, FILED UNDER RECORDING NUMBER 20000418000708. SHOWN HEREON. AFFECTS THE NORTHERLY PORTION OF PARCEL A. 11) ITEM CONCERNING AN EASEMENT, FILED UNDER RECORDING NUMBER 20040309002194. SHOWN HEREON. AFFECTS THE EASTERLY PORTIONS OF PARCELS A AND B. 12) ITEM CONCERNING RIBERA-BALKO SHORT PLAT RECORDED UNDER RECORDING NUMBER 20090409900002. 20' PRIVATE DRAINAGE POND EASEMENT SHOWN HEREON. 13) ITEM CONCERNING AN EASEMENT, FILED UNDER RECORDING NUMBER 20090409001132. SHOWN HEREON. AFFECTS THE EASTERLY PORTIONS OF PARCELS A AND B. 14) ITEM CONCERNING LOT LINE ADJUSTMENT (BOUNDARY LINE REVISIONS), LUA-07-080-LLA, FILED UNDER RECORDING NUMBER 20090818900001. 15) ITEM CONCERNING AN EASEMENT, FILED UNDER RECORDING NUMBER 20120530001620. SHOWN HEREON. AFFECTS PARCEL B. 16) ITEM CONCERNING AN EASfMENT, FILED UNDER RECORDING NUMBER 20150410000315. SHOWN HEREON. AFFECTS PARCEL A. 17) ITEM CONCERNING AN EASEMENT. FILED UNDER RECORDING NUMBER 20150410000311. DOCUMENT DOES NOT CONTAIN SUFFICIENT ENOUGH INFORMATION TO SHOW AN EXACT LOCATION. AFFECTS PARCEL B. ,·,;:.,,,., DEDICATION OF PRIVATE EASEMENTS: THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON. HEREBY CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS PLAT TO ANY ANO ALL FUTURE PURCHASERS OF THE LOTS. DRAINAGE EASEMENT RESTRICTIONS: STRUCTURES. FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS. PATIOS, OUTBUILDINGS. OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OR WITHIN THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. RESTRICTIONS FOR NATIVE GROWTH PROTECTION AREAS /SENSITIVE AREA TRACTS AND BUFFERS: DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH. SAFETY AND WELFARE. INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SfNSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT. PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON DEPARTMENT OF DEVELOPMENT SERVICES OR ITS SUCCESSOR AGENCY. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED DR OTHERWISE FLAGGED TO THE SATISFACTION OF THE CITY OF RENTON PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. ,,,. ,,-.-,"c,',·~·,.-:·:.-,'-~; ·2,:.·1_~~:·~,.,,., "'-ll • '' 1 ,~-,,.:,_·.-._.; .... ~ i;., MAINTENANCE RESPONSIBILITY: ALL OWNERS ''OF LOTS CREATED BY OR BENEFITING FROM THIS CITY ACTION ABUTTING OR INCLUDING A NATIVE GROWTH PROTECTION EASEMENT ARE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF THE EASEMENT. MAINTENANCE INCLUDES ENSURING THAT NO ALTERATIONS OCCUR WITHIN THE TRACT AND THAT ALL VEGETATION REMAINS UNDISTURBED UNLESS THE EXPRESS WRITTEN AUTHORIZATION OF THE CITY HAS BEEN RECEIVED. PLAT NOTES: 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. 2. TREES LOCATED WITHIN THIS PLAT SHALL BE MAINTAINED BY THE THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA), UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. 3. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON TRAFFIC MITIGATION FEE SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT THE TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE MITIGATION OR IMPACT FEE PRIOR TO FINAL PLAT APPROVAL. INDEX DATA: REi:EtVED M1W 2 1 2015 crrv .. r:~r:!J,.1ro· 1\1 I..,_ • .,_,~ i.j • d \t PLAN~J!i\iG DIVlSlON CENT~ p I!£!.~ NW-NW 15, T23N, R5E, WM 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY: D Woods DATE: May 6, 2015 SCALE: DNA CHEC:CED BY: N L arson Layer Set: PLAT DRAWING NAME: 3447 SURVEY FOR: Lozier at Whitman Court. LLC. 1300 114th Avenue Southeast. Suite 100 Bellevue. WA 98004 KING COUNTY 1 WASHINGTON SHEET 2 OF 7 I CURVE CHART: LINE ARC DELTA C1 4.37' 12 '50 '31" C2 3.72' 10'55'36" C3 4.24' 10'08'02" C4 1.24' 0'27'10" C5 2.66' 3 '23' 20" CG 6.09' 7'45'14" C7 3.06' 3 '30 '05" CB 6.44' 36 '52' 12" C9 12.44' 5 '22' 51" C10 11.36' 18'36'16" C11 8. 12' 18'36'16" C12 11.95' 15'12'56" C13 14. 61' 18'36'16" C14 14.66' 18 '39' 46" C15 13. 51' 17 ° 11 '58" C16 10.88' 13'51'12" C17 12.93' 16'27'56" C18 15.32' 19'30'09" C19 35.44' 45 '07' 35" C20 19. 14' 43 '52' 06" C21 19.63' 44'58'49" C22 6.99' 6'37'14" C23 9.95' 30 '00 '00" C24 11.24' 33 '00 '59" C25 14. 19' 16'15'23" C26 28.89' 33'06'29" C27 19. 07' 21'51'04" C28 14.34' 16'26'04" C29 33.94' 81'01'03" C30 7.30' 28'51'14" C31 22.78' 89 '59' 59" C32 15. 47' 61 'OB' 45" C33 18.69' 33 '28' 22" C34 17.75' 31 '46' 38" C35 20.50' 65'15'00" C36 28.47' 65'15'00" C37 39. 51' 15'05'26" C38 16.56' 6 ·02' 31" C39 16.27' 5 °56' 20" C40 7.28' 2 '39' 24" C41 37.66' 15'05'26" C42 54.89' 91 '09' 05" C43 38. 18' 91 '09 '05" C44 79.54' 91 ·09, 05" C45 13.38' 5 '22' 51" WHITMAN COURT VOLUME/PAGE A PORTION OF THE NW 1/ 4 OF THE NW 1/ 4 OF SECTION 15, TWP. 23N., RNG. 5E. W. M. LUA14-000295-FP CITY OF RENTON, KING COUNTY, WASHINGTON LND-_____ _ LINE CHART: RADIUS LINE BEARING DISTANCE 19.50' L1 S22'48'09"E 1.31' 19.50' L2 S88'03'09"E 2.03' 24.00' L3 S29'12'14"E 4. 91' 157.00' L4 S00'47'46"W 2. 71' 45.00' L5 S87'57'26"E 4.00' 45.00' LG N00°47'46"E 5.39' 50.00' L7 S59'55'26"W 2.35' 10.00' LB NOO '47' 46"E 6. 51' 132.50' L9 S88'09'46"E 3.39' 35.00' L10 S88°09'46"E 3.77' 25.00' L 11 S04'25'05"E 2.78' 45.00' L12 S82'17'17"W 14.00' 45.00' L13 S60 '53 '37 "W 8.45' 45.00' L14 N88'03'09"W 7.03' 45.00' L15 N45°47'47"E 5.66' 45.00' L16 N23'09'30"E 6.09' 45.00' L17 S58'46'09"W 7. 51' 45.00' L18 NO 1 '56 ' 51 "E 1.89' 45.00' L19 N39°29'19"W 14.02' 25.00' L20 S64'24'40"E 8.89' 25.00' L21 N66'34'36"E 9. 21' 60.50' L22 N74'40'44"W 12.42' 19.00' L23 S78°25'04"W 12.43' 19.50' L24 S69'43'49"E 12.74' 50.00' L25 N73 °24' 16"E 12.74' 50.00' L26 S88'09'59"E 16.28' 50.00' L27 N00°00'00"E 2.00' 50.00' L28 N00°00'08"E 3.50' 24.00' L29 N50°06'42"E 13.23' 14.50' L30 N88'03'09"W 2.03' 14.50' L31 N88°03'09"W 5.00' 14.50' L32 N88'03'09"W 2.03' 32.00' L33 S60 '01 '52"W 12.29' 32.00' L34 S30'04'34"E 8.00' 18.00' L35 S59'55'26"W 2.00' 25.00' L36 N59'55'26"E 2.00' 150.00' L37 S30°04'34"E 8.00' 157.00' L38 S30°04'34"E 5. 18' 157.00' 157.00' 143.00' 34.50' 24.00' 50.00' 142.50' AREAS: Parcel PRIVATE ROADS LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LDT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 TRACT A TRACT B TRACT C TRACT D TRACT E TRACT F TRACT G TRACT H TRACT I TRACT J TRACT K TRACT L TRACT M DEDICATIONS Sq.Ft. Gross 30940 955 995 1045 1090 1295 905 840 830 825 1060 1435 1030 1050 1580 1650 1055 1040 1055 1030 1315 31865 1075 845 1025 1025 875 1125 1200 955 900 900 950 1170 1435 1130 1080 1205 1205 1095 1370 77865 1455 .. 830 1880 2150 3475 635 3005 3300 670 2380 3365 14390 2210 TOTAL ACREAGE: PUBLIC ACCESS MAINTENANCE AND UTILITY AGREEMENT: NOTE: NEW PUBLIC EASEMENTS FOR INGRESS, EGRESS AND UTILITIES ARE HEREBY CREATED UPON ALL PRIVATE ROADS AND ALLEYS FOR THE BENEFIT OF THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS AND ALL UTILITY COMPANIES. THE MEMBERS OF THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA) HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP OF THE VASHON COURT NE, WHITMAN COURT NE AND WHITMAN LOOP, THE PRIVATE ROADS AND ALL MEMBERS OF THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA) SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE APPURTENANCES. RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROADS, DRAINAGE PIPES, AND STORM WATER FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY BY ALL MEMBERS OF THE WHITMAN COURT COMMUNITY ORGANIZATION (HOA). PARKING ON THE PAVEMENT IN VASHON COURT NE, WHIJMAN COURT NE, WHITMAN LOOP AND NE 3RD LANE IS PROHIBITED UNLESS THE PAVEMENT WIDTH IS GREATER THAN 20 FEET. NE 5th St ,! NE 4th St OVERALL 223075 SQ.FT. / 5.12 ACRES SCALE: 1" 1/ 4 MILE MAY 2 l 2015 PLMJNING DlVISION CENT~ p I!j_T_~ 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax INDEX DATA: NW-NW 15, T23N, R5E, WM SURVEY FOR: Lozier at Whitman Court. LLC. 1300 114th Avenue Southeast, Suite 100 Bellevue, WA 98004 EXPIRES 12-15-2015 DRAWN BY: D Woods CHECKED BY: N Larson DATE: May 6, 2015 layer Set: PLAT KING COUNTY, WASHINGTON SCALE: DNA DRAWING NAME: 344 7 SHEET 3 OF 7 ' ' :1"•' --,o .-.,-~, ...... 1""' 11::ll.1 • .... NORTHWEST CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FOUND BRASS PIN, IN CONCRETE, INCASED. CITY OF RENTON CONTROL POINT NO. 1503 181067.839 / 1311396.650 181067.883 / 1311396.675 WEST QUARTER CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FOUND BRASS PIN, IN CONCRETE, INCASED. CITY OF RENTON CONTROL POINT N0.478 178418.276 / 1311352.390 178418.363 / 1311352.402 (MEAS) (COR)I 9 t 10 16 15 323. 22. en a, ai "' [.D C\J 3: in :'I ...... !fl 0 0 (J1 16 15 OJ ...... a::i ...... (\J w (\J ..---< "' !fl 0 0 z WHITMAN COURT VOLUME/PAGE A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23N., RNG. 5E. W.M. LUA14-000295-FP NORTH QUARTER CORNER CITY OF RENTON, KING COUNTY SOUTHEAST 128TH STREET (KING WApHINGTON LND-SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I I I I I I 1~ 1: I to I I 0 in ' NORTHEAST 4TH STREET (RENTON). (PUBLIC) SBB'03'09"E 25B5.72' 330.43' @ SAN IT ARY SEWER, WATER AND STORM DRIANAGE EASEMENT RECORDING N0.20000418000708 RIGHT OF WAY 0 in r------:7i:i4~. 783"."'. --------~r-17~-:-r--,,--J// _ _:SB~B~'0:3~~:~:~:·:~3~~7~2~.2=2~' ---r:::-::-::-::-:::-::-'"i~S,··>--------------------::-:=-,.....:::::::::-.:;~::::::::~D-=-E-DICArN ---__ ,,<il. PUBLIC ACCESS 54.61' ·&. 17.44' I I 12' 12' 0 I TRAIL EASEMENT----i / •-,------~\9~._. <l'v: (), / .. I I I 33.19' ..;>. I ~~ m 24' EMERGENCY ~ (T} en "' 1-------ACCESS EASEMENT ~ ~ ~ 0, I ~ / TO THE CITY DF RENTON (· ,:,. I J ~ I I I ;; I I I z I I TRACT A (SENSITIVE AREA) I K 20 40 L _ ____,I I I I I I I WESTERL y LIMITS I I I OF 24' EMERGENCY I ACCESS EASEMENT &--+------I I EAST ERL y LIMITS I I I OF PUBLIC ACCESS TRAIL EASEMENT \ \ I I I I I \ I I RIGHT OF WAY DEDICATION--'-------..i \ I MATCH LINE A \ \ I \ , \ 21 I \ \ /XXXXX/ \ \ \ \ \ \ \ \ \ \ \\\/ \ :;;,Z}' \ \ ~ 0o.J'o. \ \ ·So.oo. '-"- \ " ® 21' PUGET SOUND ENERGY EASEMENT RECORDING ND. 20150410000315 "--24' EMERGENCY \ "-ACCESS EASEMENT .. ~ .~ ,1;:i'ol;:)~/ s,~1;:i~;,- d ~ \ <5'. '&~. ·0, ~ \,OJ• 0~ \ "-"'-..___ [TO THE CITY OF RENTON ', ~ --- <~~SOUTHERLY LIMITS---------------~--------1 DF PUBLIC ACCESS ----------NBS '03, 09 .. W 58 . 14 . I w TRAIL EAS~ENT 0 I ---..... ---..... ......__ I -., ": io C\J u-i "' - I I CJ) 0 J>. SBB '03' 09"E 105.56 .--.. --.. _ ~ I RIGHT OF WAY~-~ DEDICATION I I I --1 I~ I~ -., lw Ul [U Ul 0 Ul rn -i 0 co m. --., 0 ~ [\) ; -~ SB3"00'00"l'l 53.39' 20 367 VASHON CT NE 5 -., -,.... • en cn-"" . • {\) lD lD -lD <D.b, .---~ ::E tj in I ---(D !fl ..---< 0 z 5.51·C1 VASHON COURT NE I (PRIVATE) SBB 'Oi' 09 "E - (D ru ...; (D -3: [.D ~ ...... :" a 0 (J1 79.36' FOUND PUNCH, IN 3" BRASS DISC. 180979.891 / 1313980.840 (MEAS)-z 180979.891 / 1313980.910 (COR) 35' 24' - [.D 0 0 ...... -3: [.D "' ...... :" a 0 (J1 LO in -hl I 1932.07' 18' I I I I I I I I I I I I I I I I I I I ~ ~ I o ~ I C) ....J ~-:-1 ::ii I t: I ; I SCALE: PUBLIC ACCESS Im TRAIL EASEMENT-----;,-\'!].. I~ NB3'00'00"E 62,63' TRACT F PRIVATE OPEN SPACE _ __,® I ~E(:EIVE[~ I!)-----[l 44. 35. ~<:tr----le---35-. 0-1 ' 1 '' 20' 19 [.D (D in [.D MAY 2 1 2015 10 15 INDEX DATA: !'LAMMING DIVISION :---...... LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ® = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338" . IXXXXX! = Lot address EXPIRES 12-15-2015 CENT~ P· I!i:£~ 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY: D Woods CHECKED BY: N Larson DATE: May 6, 2015 Layer Set: PLAT SCALE: 1"= 20' DRAWING NAME: 3 4 4 ? NW-NW 15, T23N, R5E, WM SURVEY FOR: Lozier at Whitman Court, LLC. 1300 114th Avenue Southeast, Suite 100 Bellevue. WA 98004 KING COUNTY, WASHINGTON SHEET 4 OF 7 VOLUME/PAGE WHITMAN COURT A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23N., RNG. 5E. W. M. WASHINGTON LUA14-000295-FP LND-__ -___ _ CITY OF RENTON, KING COUNTY, I N88'56'26"W 35.89' MATCH LINE A ---- I I I I -1 I g; 1: -...J lw tJ1 PUBLIC ACCESS Im TRAIL EASEMENT--!~ TRACT A (SENS I TI VE AREA) 0 20 40 ~I ~ --1~ _ ___,I SCALE: 1 '' 20' I~ I I I I ~ \ \ \ a, en \ \ \ RIGHT OF WAYc..i.--""" DEDICATION I I I I I S83'00'00"1'l 53.39' o ~ I u _J ~-~-1 --- ...., lf'J -- [\) -- \ 0 -en -a, \ \ <.fl\ \';., \ <&. \ '8>, \ I" "o \ 0\ 'u:> "'"· \ \ 20 lD \"' tj C, z 5.51·Cl. ~ I 367 VASHON CT NE VASHON COURT NE I ~ I \ NB3'00'00"E 52.63' 19 363 VASHON CT NE S83'00'00"1'1 55,l.6' 18 359 VASHON CT NE NB3'00'00"E 54.55' 17 355 VASHON CT NE 593•00·00"\'l 53.98' 16 351 VASHON CT NE N83'00'00"E 68.39' 15 347 VASHON CT NE S83'00'00"W 79,28' 14 341 VASHON CT NE \ \ N85'22'42"E 68.28' \ \ 13 \ 335 VASHON CT NE TRACT F PRIVATE OPEN SPACE - (\J {TJ (T) C\J - " (\J lD tj \ Ci) -(\J r-. S85'22'42"1'l 63.39' co ..-; _J lD I 00 12 " a 329 VASHON CT NE (\J (\J C\J ..,. co lD I I ~I ::g I lD lD ~ 1-:_ ___ ~NB~5~·2~2~· 4~2".!:_E~6~4 ,~60:...' ----, ~I ~I ~I 0 en I I I .... 0 (/') (T) .... tj (\J -..,. r-. 11 323 VASHON CT NE SB5'22'42"W 65.94' TRACT H PRIVATE OPEN SPACE S89'12'13"E 65.58' - lD a:, lf'J lD - 01 tj 01 lf'J (PRIVATE) SBB 'Oi09"E -lf'J I I I w-----44.-35_'_...J._ ro,<:t,----1--- 35. 01 · --@ TRACT G PRIVATE OPEN SPACE ..,. {TJ (\J (\J 1B' I I ----t-_f-UBLIC/PRIVATE ROAD SEPERATION LINE 11 24.001' I I N87'52'05"W 39.97' .---------=....::..::....:~::..:..__.+----JL--.1 I I I L---f- 18.00' I I ...__(11\ JOINT ACCESS EASEMENT _I __ J_ ~RECORDING N0.20040309002194 - (\J (TJ (TJ (\J LO 01 a:, ...., 1 353 VASHON CT NE S88'05'24"E 42.03' 2 349 VASHON CT NE N88'05'24"W 44.08' 3 345 VASHON CT NE SBB '05'24"E 46.13' 4 339 VASHON CT NE [\) w [\) 01 : I I I I I I - I~ I I I i' ~ I I JC Ul I I I ~ ~ ; : I I I; /~ ~ I I r,.,,. rn I ~ I I I Ii : I ~ I /_ I I : 11 : I \~1 : I I I I I II : I I II : I I I I~~ [\) I I I ;:; I l I ~ ' 'I m ..,. cri lf'J (\J 3:: ' <D ~ II II I ~~>LJ.J N88'05'24"W 47.80' ....., ~----~---: I \ 1 ~i TRACT C I I i' E--< ..,. -r-. ;'I' 0 0 Ul PRIVATE OPEN SPACE I ~ I I / f/ @20' PRIVATE DRAINAGE I \-,,o-J~-f...L.---'-. POND ACCESS EASEMENT I I I RECORDING NO. 20090409900002 I I I I I I N89'12'14"W 47.28' VASHON COURT~! I (PRIVATE) ~ ! I ! 13.78' I I I fP I I I ® SHARED ACCESS AND MAINTENANCE ,..._----1---AGREEMENT EASEMENT RECORDING N0.20120530001620 I I I I I co tj 'v ~ ~-:;-:,~:--.---;-;::-;:;~t---::::--:-=-:---Gt----:-::--c-=-:----4' 17.08' 16.17' 16.17' 15.17' ce 111 I I I I I I \ I cp I - I I - I I I I -I PUBLIC ACCESS / TRAIL EASEMENT---, - -(TJ co Ol (\J 0 ...; 01 -01 (TJ lD ...., ...; 8 ITT (\J tj 1:8 5 :a:: 4245 11 ' ~I I ~I I I I I (TJ lD a:, r-. \ \ \ I \I \ :..-I ~, {TJ ;: I f2 I ~I ~, rn I a:, C\J -0 lf'J a:, r-. ..,. ..,. 3:: ni (..0 ' (TJ lD ..,. ~ L1J (TJ ' ~ lD ..,. -'St 0 r-. en ;'I' C, 0 z 10 4215 NE 3RD LN ITT LO LO L1J 6 :a:: '° NE 3RD LN ' 9 ;" 4227 3:: 7 !& 4239 :."" !& 4221 ~ NE 3RD LN "' 4233 i-... NE 3RD LN r-. i-... NE 3RD LN ;:.... :."" NE 3RD LN ;'I' ;'I' ':-t ~ Sr C) g O O ~ U) ~ ~ 0 0 Ul I I I I I I 1 I ' ~ I I u> I I I I ~I 1\ RE(;E~VED MAY 2 1 2015 CITY or F:f:NT()N __., __ ,f"lq\ WATER EASEMENT PL-'\NMING Dl\/l.:.101\I ~RECORDING N0.20090409001132 MATCH LINE B I -+-- 16.17' 16. 17 · 16.17' 16.17' --117.61'-- 27.84' I I ---- LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ® = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. e = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED "CPS INC 22338". JXXXXXJ = Lot address ---- CENT~ p I!f:!.~. 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY: D Woods CHECKED BY: N L arson DATE: May 6, 2015 Layer Set: PLAT SCALE: 1"= 20' DRAWING NAME: 3447 INDEX DATA: NW-NW 15, T23N, R5E, WM SURVEY FOR: Lozier at Whitman Court, LLC. 1300 114th Avenue Southeast, Suite 100 Bellevue, WA 98004 KING COUNTY, WASHINGTON SHEET 5 OF 7 WHITMAN COURT VOLUME/PAGE A PORTION OF THE NW 1/ 4 OF THE NW 1/ 4 OF SECTION 15, TWP. 23N., RNG. 5E. W. M. LUA14-000295-FP 0 I z 0 _, J\ en w - I J(' (Jl - 20 I 40 I CITY OF RENTON, KING COUNTY, MATCH LINE B I -i-- © \ \ \ \ CJ) \ rG. \ ~\ 0 OJ, \ ("fl l=n \ ·_, \ ... . \ \ \ ~ o-- 0 16. 17' u:i-------..... \ \ \ \ TRACT A (SENSITIVE AREA) TRACT M (CITY OF RENTON STORM DRAINAGE) WASHINGTON 38.94' LND-_____ _ C\J !f1 ... 0 en 22 IXXXXX] o WHITMAN LOOP ..... (PRIVATE) 23.17' (TJ ID u::i (TJ UJ 23 ..... lO IZZZKZl CD !P ..... 0 z (TJ ID u:i (TJ 3: ..... ~ CD !P .... 0 CfJ 24 IXXXXXI NBS '03' 22"W 16. 00 ' 1.'23::'..---~;;;-;-;:::-7-::~-4l,-I. __ _ NBfl '03 '09"W . (TJ 0 0 ...,. 3: V ..... 0 !P ..-, 0 S88'09'33"E 15.92' 33 ~ 23.17' " ..-, C'1 V UJ V ..-, 0 !f1 ... 0 z L9 .... OJ a:i (TJ 32 3: ~ V ..... 0 !f1 ..... 0 en 23.17' SCALE: 1 '' 20' ----~-•--------------------------2223~7.:.;!3:'.:0'--------------------------J~cn~-------=========== LEGEND: "' = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ® = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLA3TIC CAP STAMPED "CPS INC 2233B". !XXXXX! = Lot address EXPIRES 12-15-2015 CENTR~ P INTE Consultants, Inc., P.S. 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY: D Woods CHECKED BY: N Larson DATE: May 6, 2015 Layer Set: PLAT SCALE: 1"= 20' DRAWING NAME: 3447 INDEX DATA: NW-NW 15, T23N, SURVEY FOR: Lozier at Whitman Court. N88'09'46"W 502.44' RECEIVED MAY 2 1 2015 CITY (·,r: r,irM'fOg,J JJ:.. ,\,,,_,.L •,I \. ,I', P!.A''JM!Nr:, DlVl"ION,::----. ,,, w'.;:;J ,J R5E, WM LLC. 1300 114th Avenue Southeast. Suite 100 Be 11 evue, WA 98004 KING COUNTY, WASHINGTON SHEET 6 OF 7 WHITMAN COURT A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23N., RNG. 5E. W.M. CITY OF RENTON, KING COUNT'Y, S88'03'09"E 298.00' 127.78" TRACT K @ WATER EASEMENT RECORDING NO. 20090409001132 WASHINGTON WHITMAN LOOP (PRIVATE) PRIVATE OPEN SPAC~~ R N88'03'09"W 127.78' .'l,<o_ N89'12'14'"W 69.34" r--. So ,<;:)1>-,,} ~----____;_:.::..:_.::.:....;:...:.....:.:.._::.::.:.::::_ ____ __:-4 ;., LO lD CTJ 3: ..... LD -lD !fl ..... 0 en I I 127.78' 28.08' os7--~.:..::....:iRr~--1~~:;:::-::::-:----e-_:_;:::~@= ... -_ ~~: ''~ 28.08' ~<%,~ '& 10.41 · c·-, 1 ,,,<._" "-~ -5;·<?.> 23.17' 24 [ZZZZZJ CTJ LD lD CT) w ..... LD lD !fl ..... 0 z 25 IXXXXXI ir, LD lD CT) 3: ..... 26 ':° IXXXXXI lD !fl 0 CJ) <::: "Ts-V6) • c?, ' ~$ ·> 'v,v'.c. ·o. :.>. v, v. lD ...... ('J oi CT) ,..._ 27 "" CTJ [ZZZZZJ 3: w ..... ID lD ..... ':° !fl ..... lD !fl 0 z ..... 0 LD en lD NBB'02"56"W rri Na1 •33,47"W N88'03'14"W 28.08' N88'03'09"W 28.08' C\J 23.32· 16.00' I TRACT L PRIVATE OPEN SPACE S77, 44'21"£ m LD a, LD u-i 23 -56' S88 '09' 39"E 23.17' ..... m cxi CTJ 32 3: ~ ...,. '"' 0 !fl I '"' 0 CJ) ..... m a:i CTJ 31 LU IXXXXXI ...,. ..... 0 !fl ..... 0 z 23.17' S88'09'52"E 23.17' ..... Ol cxi 30 CTJ 3: 29 IXXXXXI ...,. iXXXXXI '"' 0 !fl ..... 0 CJ) to (TJ rri ...,. w .... ..... 0 !fl ..... 0 z 0 ...... L26 ;., m ...; C\J 28 [ZZZZZJ -------!ru~---::~=-~------4111~--..., t;.,o' " 99.82' TRACT I v'3'-,\9·~'3 PRIVATE OPEN SPACE ~ ?,A;At.r:ir:i NB8'09"46"W 502.44' ...,. ,,.; .... I w lD ...,. ,..._ :'" 0 0 z 0 m ..... 0 C\J ..... 0 ..... 0 ..... Ol LO ,,.; ...,. co 0 cxi ..... lD ...I lD .... tJ 40 IXXXXXI S89'12'14"E 62.06' 39 [ZZZZZJ NB9'12'14"W 66.91' 38 IXXXXXI S89'12'14'E 66.50' TRACT J PRIVATE OPEN SPACE N89'12'14"W 66.50' 37 [ZZZZZJ S89'12'14"E 66.50' 36 !XXXXXI N89'12'14"W 67.81' 35 iXXXXXI S89'12'14"E 64.BB' 34 ~ NB9'12'14"W 73.34' . co 0 co ...... lD ..... co 0 cxi ..... 0 ..... 0 ...... co 0 cxi ...... lD ..... lD ...... co 0 co ..... ...... 0 m :..,. lD ..-.: .... ..... 3: lD .... ;:... :'" 0 0 en VOLUME/PAGE LUA14-000295-FP LND-__ -___ _ INDEX DATA: I .;r 0 20 40 I l~~I SCALE: 1 '' 20' ~?ECEIVED MAY 2 1 2015 P!AM:•ff,lG ui\ :: 1CN LEGEND: q, = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ® = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. CENT~ p IJtJ_'{_~ NW-NW 15, T23N, R5E, WM SURVEY FOR: Lozier at Whitman Court, LLC. 1300 114th Avenue Southeast, Suite 100 Bellevue, WA 98004 8 = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED .. CPS INC 22338". !XXXXX! = Lot address EXPIRES 12-15-2015 14209 29th Street East, #105 -Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY: D Woods CHECKED BY: N Larson DATE: May 6, 2015 I.ayer Set: PLAT SCALE: 1"= 20' DRAWING NAME: 344 ? KING COUNTY, WASHINGTON SHEET 7 OF 7 , '