Loading...
HomeMy WebLinkAboutLUA-06-014_Large FormatI I I I ~------------------------~ SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 2.3N, RGE. 5E, W.M., KING COUN fY, WA CONlRACTOR SHALL BE RESPONSIBLE FOR APPlYiNG FORA SlREET USEi SIBEET CUT PERMIT AND PREPARATION OF A TRAFFIC COIITROl. l'I.AN. ADOITIONAI. CONTRACTORAPPl!CATIONSMAYBE REQUIRED PER OWNER. NOTE n£ LOCATIOO r£ ILL DiSff,jG UNOERO¥Jtlt() ununES IS 910\Wi lN AH AflflROXMAli 'IIA'f U'l.'t'. Iii( C'ON[RACTOR 9W..l. UfJERMH:: THE EXACT LOCAOON Cf" Al..L EXJSfffil UTILITIES SEFOHE CCtMNCING WJRK. CONTRACTOR AGREES ro BE flJLLY RE.'S)<JflSIBlE f(fi JJH ANU AU. 0.WAO:$ Y.ti01 Mt(!H Bf l]l~SKlffEO ar ttS fNUJRf f1 £M(;fl.( Ll]CAfE ANO f'RE~'vE Nff ANO ALL UNOERffiOOHO urune:.s. CALL 48 HOURS BEFORE YOU DIG 1-300-424-5555 RfFER TO ARCHITECTURAL PLANS FOR HORIZONTAL CONTROL AND SITE OETAllS, 1.E. OIH!TE WALKS, CURBS, STAIRS, S1R1P1NG, S!GNAGE, ETC. W'IC. TRAFFIC CURB & GUTTER PER a fY D IL FOOi J" Of ASPHALr CONCREIE (AC). CL\3S ·e· O\fR '1-~ CRIJSH£0 ROCK BASE (CPB}. LEGEND EXISTING PROPOSED I A.C. PAv1NG CONCRETE CONC1lETE 'I/ALL PROPER fY LINE R.O.W. CfNTERUNE EASEMENT ____________ 11 :>R. fiO' _CAI r:'r:, ________________________________ _ . . ...... --·--·-:;.: ~ -5~;;;:;~:;--·,;;~:,;. ;,:;. (1J2,<0J' PLAT 218)0-12) -------- ==[> NE 4TH STREET CONC CURB & GLJ rrrn :=:::.:::: :::.===:::.=:::.:::===:::.=:::.::.=== = ... = = .,r= =========== ==== =:: == ==== =:::: =:::; == == ::::::.:::= == ==== == ---= ===:::: ===:: ======== == =::: -=:: ::= == == ====== == == = = = = == == == == = = = = == == == === = = ====c:=:: == ------·------.. TERRAFORMA DESIGN GROUP, INC. -41~ Civil ENQNEERING & l.,\NOSCAl'E ,.RCHIIECIURE 5212 J7U1 A-.tS.1ue SW Seattle WA 98126 phooe 200.923.0590 fox 206.92J.J507 l!:rr\Oil 1:1/ike:~""r.:ifumc1d~rrqr(Jtt).com PERMlf SUBWTTT AL PAO NO. RE.VISION BY I /20/06 DAfE ·-l:£0D1~£t610llS 1" " 20' I.Cl<t!WPAO PAD m£"'" PAO """"'' PAD """-""-' f"ffllt0r<£11ti'.:1:l ,\PPR ...n"fq,.y_l)l :.CW:::~Lr ;.(.}Cllt,'L:;N,{l'l)1.W., tlOi:l;'.:(:11f.'11.;Wlll lW/lll'~l ® ~ ...ll , PROPERTY INFO PARCEL NO: 0923059231 PRO.fer ADDRESS: J7xx NE HH Slll.fET. RENTOO LECAL QESQJIPDQN IHE SOUTH 180 FEET Of THE WEST HALF Of THE SOUTl!\\EST QUARTER Of THE SOUTHEAST OU ARTER Of !HE SOUTIUSf QIJ/.!HER Of SECOC!l 9, TOvi!lSHIP 2J Ncll!H.R.AN(;f 5 EASf, W.M .• IN KING WJNfY, WASHINGTON; EXCEPT COUNTY ROAD; ANO EXCEPf EAST 165 FEET Of THE SOUTH lJO FEEf Of SAID \\EST HALF OF SOU111\\£ST QUARTER Of SOOTHEASf QUARTER Of SOUTHEAST QIJARTER. VfRTIGAL DAnltl vlRTIC~L Pcmr NO. RENT-1503 FOIJND COPPER PIN IN CONCRETE IN MON CASE. LOCATED CENTERLINE INTERSECTIOO Of UNIOO AVE NE ANO NE 4TH Sf, ELEYATI()'I ON PIN = 401.01' (NAV0-88). PROJECT DATA VICINITY MAP SCALE: N. LS. PROJECT TEAM Q11t1rn / QE\HOPEH L£ DEVELOPMEN f CONTACf: A1£X L£ PHONE: ( 425) 503-2182 ~ WIJ ARCfll lECIURE 8817 NE 116fH PLACE KIRKLAND, WA %0Jt CONTACT: PAUL I/IJ PHCtJE: (t25) 503-2182 Cl\1L ENGINEER fERRAFORMA OE!olGN GROUP, INC. 5212 37TH A'A:NUE S'/1 SEAHL£, WA 1BJ1.6 CCtHACf: PEDRO OEGUmAN, PE PHOOE: (206) 923-0590 ~R\£YQR GEOOlMENStOHS 6210 FMRWAY PLACE SE '.N(JfJJ,IIJJIE, WA 98065 CONTACT: KEN GREEN. PLS PHONE: (425) 458-HBB GOVERNING AGENCIES GRADING DRAINAGE WATER SEY@l Cl fY OF RENTOO DE\£1.0PMENf S£R\1CES Dll1!ol0N 1055 SOUTH GRADY '/IA'/ RENTON. '/IA 98<155 PHCt!E: ( 425) 430-7200 SHEET INDEX • PAVING PLAN Ct.1 EROSION CON IROL PLAN Cl.2 GRADING & DRAINAGE PLAN Cl.3 UTILITY PLAN Cl.4 Cl'lll DETAILS Cl.5 CJ\Jll OETAJLS Cl.6 C1''1L NOTES C 1.7 GRAPHIC SCALE ., 0 ~-~ CITY OF RENTOf\l r r { Ol fE£T) 1 ind'l -= 20 ft LE DEVELOPMENT for ALEX LE .. I '1.\1'£: Planning/Building/Public Works Dept. PAVING PLAN 1/20/06 Cl.1 7 I I I ! I I I ) I I I I I w :t z /- ~ 0 "' 0. ~-----------------~-------------------~ SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 2JN, RGE. 5E. W.M .. KING COUNTY, WA NOTE ll1E LOCATlQ-t Cf }U OlSTt!G Utff)fR(F.!)Jtl) UTIUTI(S IS :r10Vt{ IN AH Af'PROWAfE WAY (N..Y, 111( (.:ONffiACfOft 9-iAl.l. OCffRMK THE oocr LOCATION Cf" ALL u!Sfffil UTILITIES BEFCoflE Co.M:NCING )'()Hit COHffiACTOR ACRfES 10 oc ruu..v RL"P<l-49iBLE FOH ,m-, mu ni. ll.t.uACIT.. '.1.tiOi NIQ-tf Bf O.."'CASIONW Bl' t11S fAJWftE fO fxACilr LOCAfE ANO ffi€5£R\£ ,Iii( ANO l,lJ_ UNOCR{ROUNO vnunES. CALL 48 HOURS BEFORE YOU DIG 1-1!00-424-5555 REfER TO SHEETS C1.5-C1.7 FOR CITY OETAILSAIIO NOTES r /I / [ ! I I I I LEGEND EXISTING TERRAFORMA DESIGN GROUP, INC. Ci~L ENQNEERING I, LANDSCAPE ARCttifECllJRE 5212 J7U1 An:oue SW StolUe WA 98126 phooe :WQ. 92105g{} f,n 206.92JJ5GJ e:r,od o/fi~@t,!fn1(c,m11~n1foop.tom PROPOSED --F-- jo;,o;:;oJ rum () PROPERli' LINE R.0.W. CEIHERLIME EASEMENT GRADING COO fOIJR SPOf £.LEVAUON SWA!£ FILIER FENCE IWCK EtlITTANCE ROCK CHECK DAM CB INL£f PROTECTIC!l MAINTENANCE STANDAADS 1. SEDIMENf SHfi.LL BE REM0'.£1) FROM. THE PONO \hHEll If REJ\WES I rnor !N OE.Pfll. 2. ANY OANACE DON£ TO niE PONO EMBAUKM£rHS OR St.Of'E!l 5HALL BE REPAIREO. RISER PIPE (PRINCIPAL SPILLWAY) OPEN Af TOP '.. '-, OEWA TERI NC ilE\1CE PRQ\rlOE ADEQUAlE STR.AflP!NG I CORRUGATED --METAL RISER~ PAINT MARK AT LO' INTERVALS TN.:l'l:h£LD 'H)' MIU" ~sE.E RISER..L.DE_T_AJ_,L)',-,,,___c: M~ n , L-,>·7t:c:t;::;~/:::._'.C_. _ _:c',.:...:.".::'"''"--'9,_P-- W1RE-BA0<£0 FILTER FABRIC FE.NC£ OH EQUIVALENT DIVIDER PERMIT SUBMIHTAL CC'tiCRETE BASE (SEE RISER OETAll) / DISCH>Ri..i ro CArru !lA!.ut fl ftR fUlt SEDIMENT POND SEC noN tlf.S. PiO I 20 06 NO. RE.VISION UY DAfE PAD APPR UAINTENANCE, STANDARDS= I. f1R0\1DE PRiJM!NENT 1• MARKER 'hlTHIN PONIJ.' 2.SEDIMEtH ::i1-IAU. 8£ R:Et.J0\'£0 FA:Ct..l mE PONO \\tlEN 1T REACI-IES I' IN OEPlH. ri..\ P.LfERNATIVEl.Y. METAL STAKES Q ANO MRE MAY BE USED ro PRE\,£NT FLOTATION J_ANY OMtAGE TO THE POND ENBANKMENTS OR SLOPES SHALL BE REPAJREO. RISER DETAIL N.T.S. .......,,G£001M~NS10NS .,.,, ~nr.,,1..:rvM)I- 1" = 201 1'°"::ttll,i..: t,1;,D IMJ/l'J'ill ~ CITY OF f~ ® PAO . . RENTON PAD """" -PAD /'-IflJIJ.SCAl.f. Planning/Building/Public Works Dept ~I/IOJO'll!:lliCl:t ~,a,.~g,y ';' GRAPHIC SCALE r i ( IN FEET ) I i'n<ll "" 20 ft. LE DEVELOPMENT for ALEX LE EROSION CONTROL PLAN i "' 1/20/06 ..... ""' C1.2 $i((f; 2 '7 I I I I I I I g 6 "' IL .-------.---------------------------~ ~;~~~::t:8~\~;-] /ACCESSO'flifU/ \REMOVAlliGRAIE ,COAASE,fREE-!lR"""" SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA 2" NJN. 8 8.5' INTERIOR Hfll}ff IE (IN)•.ID.00 5' X 10' REMOVABLE CRAJE SQQ' / COUNG EL== .158.50 I rMAX. SilRACE I a..-J68.oo -fill. EL-"' J!nl.00 1£N.0Vf.8LE 8/lfRE N n.t Cl:.IUNC HNUNS M SllruCIUHn. fcjp-fl.= J!sS.00 00[ a. .. .35.100 Hw,1f, ffiAf£ >.nu HOl.!NfJ WO uu MARKED 'DRAIN'" MTI-l lQO{HiG BQJ'S /~ri_~~~ aor. a-= 1-.16.55 35-0' --~":'~~o FOil VAULTS ---v-omm .. a.a. (frt'j -- ------·-----------~:!__>----•-------------- /IE {IH)..:J5J.OO if ii / I \IU / DETENIIIJN VAULT 1 Prn Ofl. 1/CI.J \ EX. RESflJfllllAL REf£R TO SHEETS Cl~l.7 FOR CITYOETNI.S AND NOfES I I I I I EX. RESlOENIIAI. .,JJ I TERRAFORMA DESIGN GROUP, INC. CJW. EN<lNErn!NG h LANDSCAPE ARCHIITCIURE 5212 J7Ut Avenue-SW SeolU~ WA 98126 phU!~ 200.'11.10S'hl fa" '200.92.lJ5ll7 trr,<'ld ll.(tit~iff<1i«m11,ii:-li.}fl'}(Dl,Pa'.n\ .. • NO. Sff.fls oo I..AOOffi \ PANO. BE'l'ONO / a;,oou.. nP. cwroo SIBl!Cn!flf NOJfS: I f---\----'·;occ·"c.·_____ _../r-g~i~~:f/8t£CRATEPANEL 1· ~~~~~!1~\~:\'ifou~Nl~AULf SfORM STRUCTURE/ CLEANQUf SCHEDULL j ACC,:SS OPEtlNG 'U/ S fEPS OR VOOER PERMIT SUBNITTTAL ' ' ' ' ' ] BUILDING r~--ii-----<.",;-<e-c·------(, BUILDING CORNER REVISION IS 5·· £ & 24' N Of PROPERTY CORNER G,,_e;;~';,;\.~---~-·,.;~"""· '± _ _£A:t£.--- PAil UY / / ,, I 20 06 DATE / / / Plf'E SUPPORT (ttP) SEE NOTE 6 SEE IIOJ( 5 ----- 0Ull£T ~PE ___,...,., E= 354.00 (JZ't/) 12" R1S£R SEE tK!fE a VAULT 'Q t.tAX. w.s. flz ;x;aoo 1 ~ 8" ELBOW Nill ffi!ACE f2 tr WM. rtt.i~;~~ ltf. ,~---. ·-----......._ CQN!ROL.. ROO fOO. Cl.EH{OJT/ DRJ\lt1, \J. ROO BENT AS REQUIRED FOR \£RllCAL bs_ >UGNMENT 'i/CO\£R _....,_,,_,___, ~ '\ "' ' i '-----SIIUlt CATE '.'ilifll (Ui!RU. HOO H.il: RESIRJCTOO PlAll: w/ ----IH;;;;; r QEAttutJT/lif<MI (ROO WIT AS 11fQ'o F<R 2 \£ROCAL AUQM/IT Nill CO\£R) Oi'JflCE AS SPEO'IEJJ. DIA.= 0.80 IN. Q= 0.035 cfs @ +.O' HOO ·" HAllf:ifiOt.D:3, !'l!Il>s OR lJ\00£R 'i' _,,,./ VALU '-----"''---- CONTI!OL STRUCTURE l .l;;1i\.'i!rcAPACITY: JO(Hll lJE>fl.Ol'[ll PfAK flOW. CB/CO Tll'E RIM IE I ~ ~'0,;,~'~,iil~~~~ ... ~:,-,,,E TY. 2-48", SL 362.3 +/-J51.45 (12"E) PAA!S fO HA>£ A9'1ffl.T lllEAl).<ENf J. 350.2 J-/-(27"S) 4. fP,#.f.: J.110 Lt.QQER OR SIT.PS 1.JffSf.f SO: (f. A. u.u1wr G/iIE IS ';f';ilolf FR\:u RP. IELD \i-ffilfY I a ruwa-001\N SPACE JS Q£\R ff PJ'..IR PPJOR TO C. ::k?{t':k "tNf.i"'"-l-NiY CONST.) 5. IF NETAL OJll£r f"IPE COOtECTS TO CEllf!H COtfffiETE PIPE: OJJl£f Pf'E TO HAYE StlOOfH a.o. EOJM. f(l COtl!'.:P£rE PIPE 1.0. LESS 1/4". TY. 2--IB', SL 361.90 35116 5. PF.0~10£ Af LEAST ONE J_. ..: 0.090 G~.G£ SUPPORT BRAQI..Ef ANO-IOOill ra OJNCRfJ£ W,U (MA~ J' '.mTICAI.. SPAOHG). 7. LOCATE n.aow Cl<JRCE RESIFOCTffi(S) AS NECESSARY ro PROVIDE Mitl!MUU 0£MAfjC£ ro ACCESS 0-'ENINGS OR !tlL£f/Olllt£f PIPE.S (t M1N.). 8. 111£ \ffloc;L P.i',ER :,if;ll ii: Tllf ~ DIMEJER AS Il-E lKiHIZ{IIT.l!. OJil.ET (8~ NIN. ll!A). rHE RESfRICfOR/SEPAAATOR !JU '.SHAU. Bf.: fN3RICATEO ROil 0.060 ALUNINUN OR 0.061-" AWUINIZEO Sfffl OR 0.06i" <W..VAt'4Z'EO STEO. Pff; l'l AOOFiJ>Ji(E NTH AASHTO-U .36, t.t !:M, M !97 NiO M 1lt. G&Wli!ZED Sf££L ~ HAY£ TREATMENf I. DETENflON VAULT SHALL BE CIJNIRACTOR DESIGN / BUILD. VAULT TO BE DESIGN TO ACCCMOOME tl$-20 I\\JEEL l0"1JS Al'II/ t'ROONOWAIEfl BOUYANCY. SEPARAIE PERMIT REQUIRED. £Y. 2-48~, SL 36Q.il6 }53.77 TY. I, CR 360.JO 356.00 TY. 1, GR 361.JO 357.91 6 TY. 1. GR J6UO 358.30 7 fr. 1, <S.P. .161..l<J J58.i2 8 TY. 1. GR 361.JO 358.30 9 QEANOUT 362.JO J58.80 10 UENIOU[ .3€6.00 359.00 11 C!.EANOU r 371.10 .l68.50 12 0.EANO\Jf 371.96 J68.94 1J CLEANOUT 361.98 357.79 14 Clf.J\NOUf 361.82 J58.02 15 a.£Ati0\JT 362.60 35850 16 a.EANO\JT J61.98 358.JO 17 TY. 1, GR 363.75 360.75 af°~ GRATE, SL = SOLID UD TY. 1 CArCH BASINS SHALL BE PER Cl TY D TL. BO 12 TY. 2 CATCH BASINS SHALL BE PER CITY OIL 8027 GRAIES & SOLID UOS PER aTY DTL 0020 0£,iNOU!S SHAU. BE PER cm 8076 &: 8076.l LEGEND STORM PtPE SCHEDULE EXISIIMG 1-'tWf-'O'.iEU c·: ... : . ,. ,·:I CONCRETE ·-----------~l!!!!C..+.c~ CONCRETE W,\ll ------------ ------------PROPERTY LINE -----R.0.W. CEN!ERUNE ----EASDJErH -100-GRAOiNG CONTOUR 90.00 SPOT ELEVATION ~ -··-··-··-SWALE 30,oo· .., __ f 1/_ ---~ WATER MAIN __ _[ } __ --,--SE'r\£R MAIN __ '1.,D_~ ___ll~ ST!;!<M C>RA!N tJ 'g' FlRE HYDRANT EB liil WATER METER M " GME Y.~L'I£ 0 .. Sf/lffi MAl'ltlC!.E 0 • STORM C8 0 ® S TGRM ld,INHGLE """""' ViRl!f.'cIUWl!II\& GEOO!MENS10f1S !" = 20' l!OIGOOVL rlJD i:a:&J,,'10il ft CITY OF ,,,.,,,..., ® PAD RENTON PAD ....... PAD """""PAD "'""-""' Planning/Building/Public Works Dept. ll'NOTOl!Etl:IC.lt ,'\PPR Sl.!ML~.::,.,y r PIPE DIA/ rrPE L£NGIH (Fl) SLC!'£ A 12'' IIDPE 27 6.JJ:! B 12• HOP£ 61 1.000: C 12" IIOPE 23 1.00% 0 8" HOPE J5 8.57% E fl' IIOPC 21 2J.JS% F 8" HOPE 21 1.86% G B' HOPE 21 1.00% H a· HOPE 18 1.00% I 6" PVC 25 2.00'-' J 6" PVC 6 2% MIN. K 6" PVC JO 2% MIN. l £" PVC H 1.00% M 6" PVC 28 17.11% N 6" PVC 23 1.00% 0 6" PVC ·l<l 1.00% p 6" PVC 7 5.01);; Q 8" HOPE 36 6.81% IIDPE SllALL OE ADS, 1H2 OR EQUAL. PVC PIPE SHALL E;T SlJRi5 PIPE SHALL f!A'I£ 2+' MIN. CO\offi, E:{Cfl'T DIP, Q.50 PIPE LENGTHS REfUGT GENIER Of STRUCTURE TO CENTER l'I' STRUCTURE, U.N.0. NOTE Tl£ LOCATION Of ALL EXISTINC utl}fRffiOJNO UTILITIES JS Sl·IO\l,N IN AN APPROXIUAfE WAY ONLY. THE CONJR.-.CTOF! SHMl. [Uf.PMIN€ !HE £1: . .V.:r LOC.'.TIOH or ALL E)]STING UTIUTl[5 [Um( COU!.IOUltlG \/JC1ix. emmACrm AGr.[[$ ro 8[ HJlLr P.ESPOttSUI.E ~Cit mr flt!} ru.. ON.tAQS iffiUt LttCHT BE OCC~illl B'i HIS F~ TO EXACILV LOCA?E ANO PR~\£ Hf( HO ,lll UN~ unune:s. CALL48HOURS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE 2<I ' i d ( IN FEET ) 1 irid) = 20 ft. I I LE DEVELOPMENT for 1/20/06 ALEX LE ,._, ... C1.3 GRADING & DRAINAGE PLAN ....,., J 7 PROJECT DATA STREET ADDRESS NE 4TH STREET & QUEEN AVENUE NE RENTON, WA 98056 LEGAL DESCRIPTION STR 092305 TAXLOT 231 S 180 FT. OF W 1/2 OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS 165 FT OF S 130 FT THEREOF LESS CO ROAD LESS C/M RGTS EASEMENT PSP&L TRANSMISSION LINE TAX ACCOUNT NUMBERS 092305-9231 SITE & LOT COVERAGE PROPERTY AREA: BUILDING COVER: LOT COVERAGE: 33,128 S.F. (0.76 ACRE) 8,028 S.F. 8028/33128 = 24.2% (OK) IMPERVIOUS SURFACE AREAS EXISTING: PERVIOUS IMPERVIOUS PROPOSED: PERVIOUS IMPERVIOUS 30,288 S.F. 2,840 S.F. 4,292 S.F. 28,836 S.F. TOTAL 33,128 S.F. 33,128 S.F. PARKING CALCULATIONS UPPER LEVEL: LOWER LEVEL: GROSS FLOOR AREA: RETAIL: OFFICE: STORAGE: s 8,028 S.F. 8,028 S.F. 16,056 S.F. 1 STALL / 250 S.F. 1 STALL / 333 S.F. 1 STALL / 1500 SJ. O;--<OH !o~ AJ s s "> = ZONING c& CODES - ZONING INFORMATION JURISDICTION: CITY OF RENTON ZONING CLASSIFICATION: CA (COMMERCIAL ARTERIAL ZONE IN NE 4TH COMMERCIAL CORRIDOR) ADJACENT PROPERTY ZONING: f NORTH} RM-F (RESIDENTIAL MULTI-FAMILY) EAST /WEST /SOUTH) CA (COMMERCIAL ARTERIAL) SW) R-8 (RESIDENTIAL) SEIBACK REQUIREMENTS: FRONT: 1 o· -o· SIDES: ZERO LOT LINE REAR (ABUTTING RM-F) 1 o' -o· BUILDING HEIGHT PERMITTED: 35'-0" PROPOSED BUILDING HEIGHT: 29'-6" (OK) CODE INFORMATION BUILDING CODE: INTERNATIONAL BUILDING CODE (2003 EDITION) WASHINGTON STATE ENERGY CODE WA. STATE RULES & REGULATIONS FOR BARRIER-FREE DESIGN CITY OF RENTON LAND USE CODE OCCUPANCY CLASSIFICATION: B {BUSINESS} / M {MERCANTILE) / S-2 (TORAGE) CONSTRUCTION TYPE: V-B {FULLY SPRINKLERED) BUILDING HEIGHT ALLOWED: 65' -0" PROPOSED BUILDING HEIGHT: 29'-6" (OK} NUMBER OF STORIES: 2 STORIES BASIC ALLOWABLE FLOOR AREA: 9,000 S.F. + ALLOWABLE FLOOR AREA INCREASES PROPOSED FLOOR AREA: 16,056 S.F. LANDSCAPE AREA SUMMARY 44 ~43 34 33 38 37 36 35 32 31 . '), = = ' SEWER MAIN S -----"':"/r-Q ---«?>--. S l28'-0" 8 4;'\ 4 <:, - I ------- <l> , XST. BLDG. 21 >: I I I I H 1· C I )I(-------- ·f +----@ ~· s ':, ' ,_,, ", I 4'., s SD 0 -I-so 'I'" ------,~~=---e-----).l_-5 12" STORM AIN -D,---=---"-'-'-+---~sD--+----l---~--~ ~ it . it .L! w w w RN LAN '$, g" WATER MAIN -----:~~=-:-===-WL:::t::=='.'.i;~= W _ 't_W ----W w w PROJECT TEAM OWNER K & F INVESTMENTS ALEX LE, GENERAL MANAGER 10802 CORNELL AVENUE SOUTH SEA ffiE, WA 98178 206-214-5174 FAX 206-726-8866 ARCHITECT WU ARCHITECTURE 8817 N.E. 116TH PLACE KIRKLAND, WASHINGTON 98034-6113 (425) 503-2182 FAX (425) 823-7888 STRlJCTURAL ENGINEER ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVENUE NE SEATTLE, WA 98115 206-525-7560 FAX 206-522-6698 ---------------------- INDEX TO DRAWINGS: A-1 COVER SHEET; PROJECT DA TA TOPOGRAPHIC SURVEY C 1.1 PA\/ING PLAN C 1.2 EROSION CONTROL PLAN C 1.3 GRADING & DRAINAGE PLAN C 1.4 UTILITY PLAN C 1.5 CIVIL DETAILS C 1.6 CIVIL DETAILS C 1. 7 CIVIL NOTES L 1.1 LANDSCAPE PLANTING PLAN S 1.1 LANDSCAPE PLANTING DETAILS & NOTES S 0.1 GENERAL NOTES S 1.1 FOUNDATION PLAN S 1.2 UPPER LEVEL FRAMING PLAN S 1.3 ROOF FRAMING PLAN CIVIL ENGINEER / LANDSCAPE ARCHITECT S 2.1 FOUJNDA TION SECTIONS S 2.2 SECTIONS TERRA FORMER DESIGN GROUP 5212 -37TH AVENUE SW SEAffiE, WA 98126 206-923-0590 FAX 206-923-3507 H SD s I I I !~ I I ~ ,., ,_., • ITEM 1 ELECTRIC POWER [RANSM!SSION LINES ASE:MENT REC. NO. 3391113 ---s---s-- ---+---~---SD---·-- I I ~· I __ J S 3.1 ROOF SECTIONS A-2 LO\VER LEVEL PLAN & DETAILS A-3 UPPER LEVEL PLAN & SCHEDULES A-4 R01)F PLAN & DETAILS A-5 BUILDING ELEVATIONS & SECTION A-6 REFLECTED CEILING PLANS A-7 SECTIONS & DETAILS . i.---' , .... --~----. ' . ITEM 5 ITEM 1 ELECTRIC PO/.WR RANSM/SS!ON LIN S EASEMENT REC. NO. 339/1/ INGRESS ANO [GRESS [ASEM[NT R[C. NO. 7210160337 I ' ~~,tlCINITY MAPNOSCALE 2'. (t ----(t----(t------~--(t_EERM T NOTES: .:::---- w ----w----w-- 4'., "6, . ,_,, "> NE 4T STREE1·· 1. NO ELECTRIC RESISTANCE HEAT ALLOWED. SITE PLAN SCALE: 1" = 20' -0' 2. FIRE SPRINKLER SYSTEM UNDER SEPARATE PERMIT. 3. TENANT IMPROVEMENTS UNDER SEPARATE PERMIT. 4. PLUMBING, MECHANICAL & ELECTRICAL WORK UNDER SEPARATE PERMITS. - <C 1-- <C CZ 1--<t 0 .....J We.. ..., ow ct !:::: c... (I) . I . . r----o:: BUILDING PERMIT ~ :::E A-1 ! u w ""? DA TE: 1/31/2006 0 a:: Q.. -__ , __ ·- GRAPHIC SCALE () 20 fTEMl TOPOGRAPHIC & BOUNDARY SURVEY BEARING MERIDIAN: SE 1/4 OF THE SE CITY 1/4 OF SEC. OF RENTON, THE SOUTH LINE OF SEC. 9-23-5. PER PLAT OF COBBLESTONE, VOL. 218, PAGE RECORDS .OF KING COUNTY. WA. AND SHOWN ON THIS MAP. 42. 40 60 ) LEGAL DESCRIPTION: (PER PACIFIC NORTHWEST TITLE INSURANCE COMPAN~ UNOER ORDER NO. 58174) THE LANO REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE STATE OF WASHINGTON. AND DESCRIBED AS FOLLOWS: THE SOUTH 180 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OE SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST. W. M.. IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; AND EXCEPT EAST 165 FEET or TIIC SOUTH 130 rcET OF SAID WEST HALF OF SOUTHWEST QUARTER OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER. SURVEYOR'S NOTES: 1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS f'L/1/0F/MCO IN AUIJUS I 01 2005. THE FIELD DATA WAS COLLECTED ANO RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. TIIC DATA FILE IS ARCHIVED ON DISC OR CO. WRITTEN FIE/_O NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 9, TvVP. 23N., RGE. 5E. W. fv!. K If\JG COUNTY, WA . SPECIAL EXCEPTIONS SCHEDULE B PER TITLE REPORT 1. / EASEMENT /\NO THE TERMS ANO CONDITIONS REFERENCED THEREIN. INCLUDING. . BUT NOT LIMITED ro. THE FOLLOWING: GRANTEE: DEFENSE PLANT CORPORATION, A CORPORATION PURPOSE: ELECTRIC POWER TRANSMISSION LINES "PLOTTED ON THE MAP" RECORDING NUM[JER: 3391113 2.) EASEMENT ANO THE. TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, f:3UT NOT L 1111 T clJ ro. THE FOLLOWING: GRANTEE:. PACIFIC TELEP/-WNE ANO TELEGRAPH COMPANY, A CALIFORNIA CORPORATION PURPOSE: AERIAL WIRES, CABLES AND FIXTURES AREA AFFECTED: TI/E DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOC/\TION WITHIN THE PROPERTY HEREIN DESCRIBED RECUI-/IJEO: JUNE 5, i 946 RECORDING NUMBER: 3575612 3.) EASLMcNI ANO THE /cl-IMS ANU CUNIJl I lUNS HEFERENCEIJ /HE.HEIN, LNCL.UlJlNIJ, BUT NOT LIMITED TO. THE FOLLOWING: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: TIIE RIG/IT TO INST ALL. MAINTAIN, REPLACE. REMOVE ANO USE AN ELECTRIC.LINE AREA AFFECTED: TH[ CENTERLINE OF SAID ELECTRIC LINE /UBE LUCA/ED AS NOW STAKED ANO CONSIRUC/ED ACROSS SALO PREMISES OR AS MAY BE RELOCATED BY MUTUAL CONSENT 2) PLEASE CALL A UTILITY LOCATION SERVICE PRIOR TO ANY CONSTRUCTION, IF ANY. I :·roo ~'j . -·.· . - : . [;AST HJGfi . · ·. OF ASPHAtT ·~ 0 .. . \ 'O lb' N OF I/NE /"/ATER METER THE BURIED UTILITIES SHOWN IN THE PUBLIC R-0-W ARE AN APPROX. LOCATION ONLY. 3) SUBJECT PROPEFITY AREA PER THIS SURVEY IS 33, 143 SQ.FT. FFNr.F IS 589 ·05 'J6"E D ---0 -~~--.......-D ----D 14" 2.6· N. OF LINE * 't:r:4" 'r-' 330.94' 0--- n; D----o D ( I FENCE 15 I 1.6' N. OF UNE I -~- "';, ~ -,,..___ <) 1 .. ... ~ '\\0 I I '\ n, :'\t,.."' ~ 'I-", ' " ~-. If) ", """ -";,' .'<>. \ . . .·A5f'HAL T IS I " "'· ~~ u,a ~o c,lfl C, z 0 ... ··~· " -. . lfl. <:) • • ;I a. · 0.7' S. OF LINE o,'o . · .. ·0". ·-.. ~.·- . ti1 ...... -.. ........ -. . --i·. SPECIAL E}(CEPTIONS SCHEDULE B CONTINUED: 4.) EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 5. I 6.) 7.) GRANTEE: OLYMPIC PIPE LINE CORP .. A DELAWARE CORPORATION PURPOSE: PIPELINE FOR THE TRANSPORTATION OF OTL AND GAS AREA AFFECTED: AS TO BE CONSTRUCTED OVER. ACROSS ANO THROUGH SAID PREMISES ANO OTHER PROPERTY RECORDED: MARCH 25, .1961 RECORDING NUMBER: 5715151 EASEMENT AND THE TERMS ANO CONDITIONS REFERENCED. THEREIN. INCLUDING, BUT NOT LIMITED TD. THE FOLLOWING: GRANTEE: H. LEE HEATH AND NORMA L. HEATH, HIS WIFE; AND JAMES W. MCCANN AND THELMA MCCANN, HIS WlFE, EACH MARITAL COMMUNITY ACQUIRING AN IUNOIVIOEO ONE-HALF INTEREST PURPOSE: INGRESS ANO EGRESS AREA AFFECTED: EASTERLY 30 FEET RECORDED: OCTOBER 16, 1972 RECORDING NUMBER: 7210160337 "PLOTTED ON THE MAP" CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 ESTABLISHING AN ASSFSSMFNT nrsTRICT FOR SANITARY SFWFR SFRVICF ANn THE TERMS ANO CONDITIONS THEREOF: RECORDED: JUNE 21, 1996 RECORDING NUMBER: 9606210966 EASEMENT FOR /JTILlTY ANO ROAD PURPOSE OVER ANO ACROSS THE WEST 15 FEET OF SUBJECT PROPERTY AS CREATED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7309250365. "PLOTfEO ON THE MAP" I I I I I I I,] X * LEGEND FOUND MONUMENT IN CASE (08/11/2005) ELECTRIC VAULT ON CONG PAD SlUHM UHAIN MANHOLE FIRE HYDRANT UTILITY POLE CATCH BASIN SANITARY SEWER MANHO/.E FINISHED FLOOR ELEVATION WATER METER SPOT ELEVATION LIGHT STANDARD I·· · • · -.. · . I ASPHALT SURFACE GRAVEL SURFACE r:.·.'·. q ---5 BURIED SANITARY SEWER LINE TOP/TOE OF SLOPE AS NOTED BUILDING LINE ---0-HP---- ---w--- ------ -0--0- ---so--- CEN[Ef/L. l NI:: _U_f_ FIOAO . OVERHEAD WIRES BURIED WATER LINE EASEMENT LINE WOOD FENCE BURIED STORM DRAIN LINE PAINTED LANE STRIPE --EAVE LINE C-0-R CITY OF RENTON ( ) RECORD DISTANCE CONG CONCRETE R-0-W RIGHT-OF-WAY 0 MAPLE TREE (NOT SHOWN IO SCALE) TRUNK DIA SHOWN IN INCHES. ROAD ANO UTILITY E11SEMENT REC. NO. 7309250365 I i's_ CONIFER TREE (NOT SHOWN TO SCALE) -v-TRUNK DIA SHOWN IN INCHES. VERTICAL DATUM: (NG\10-88) CITY OF RENTON (C-0-R) VERTICAL POINT NO. RENT-1503 FOUNU COPPER PlN IN CONCFiETE IN MON CASE. LOCA TEO CENTERLINE INTERSECTION or UNION A VE NE ANO NE 4TH ST. ELEVATION ON PIN -401.01' TOPOGRAPHIC & BOUNDARY SURVEY ·UNDEVELOPED LAND· N.E. 4TH STREET RENTON, WA. 98058 OWN. BY D. A.H. DA TE 08/24/2005 JOB NO. 5198 CHKD. BY E. J. G. SCALE :I. "=20' SHEET 1 OF 1 I I I I I ,:0t, MAGRONE TREE (NOT SHOWN TO SCALE) fyt TRUNK DIA SHOWN IN INCHES. ta' LJ.j 2: ; ~ ~ta'<( g 2::: "' 0 -:Z: C-0-R-HORIZIC-0-R-VERT. S.E. SEC. CORNER -FOUND 4"X4" CONC MON SEC. 9-23-5 -J WITH COPPER PIN IN CASE "CITY OF RENTON 1-!0RIZ POINT I 1503 VERTICAL POINT NO. RENT-1503 ELEVATION~ 401.01' • ens1ons 6210 FAIRWAY PLACE SE SNOQUALMIE, WA. 98065 PHONE (425) 458-4488 FAX (206) 686-2950 EXPIRES 11/26/2006 w ~ z f- f;l 3 Q'. 0... NOTE THE LO CATION Of ALL El'JSTING UNDERGROUND UTILITIES IS SH0\111 IN AN APPROX IMA Tt. WAY ONLY. THE CONTRACTOR SHALL DETtRMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCt!G WORK. CONTRACTOR AGREES TO BE fULLY RESPONSIBLE FOR ANY AND ALL DAMAGES IIHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATt AND PRESERVE ANY ANO All UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFER TO SHEETS C1.5-C1.7 FOR CITY DETAILS AND NDTES GRAPHIC SCALE "' eo '--~' ( IN FEET ) 1 Inch = 20 ft. EX. RESIDENTIAL ~---- 0 SEWER NOTES EX. 8" SEWER STUB 2 CONNECT TO EXISTING 8" SEWER STUB IE= 352.0± (FIELD VERIFY PRIOR TO ANY CONSTRUCTION) 8"x 6" PVC REDUCER SSCO #1 PER CITY DTL 8076 3 45' N 6" PVC, SOR 35 @ 9.11% 4 SSCO #2 PER CITY DTL 8076 RIM =361.3± IE= 356.10 5 20' N6" PVC, SOR 35 @ 2.0% 6 SSCO #3 PER CITY DTL B076 RIM=361.97 IE= 356.50 • GREASE IN TERCEPTORS FOR INDIVI DUAL TENA NTS SHALL BE PROVIDED INSIDE BY TENANT. o-_ !'~ \ " ~J '1;, \ \ \;\ "' Q UTILITY NOTES 2 3 4 5 6 7 8 I EXISTING UTILITY POLE SHALL BE REMOVED (BY PSE) EX. OVERHEAD UTILITY LINES SHALL BE REMOVED (BY UTILITY PROVIDERS) NEW POWER TRANSFORMER (BY PSE) NEW TELEPHONE PEDESTAL (BY UTILITY PROVIDER) UNDERGROUND POWER. TELEPHONE, AND CABLE TV UTILITY TRENCH. CONTRACTOR TO PROVIDE TRENCHING, CONDUIT & BACKFILL PER UTILITY PROVIDEH REQUIREMENTS OWNER, CONTRACTOR, AND UTILITY PROVIDER TO COORDINATE WITH NEIGHBOR REGARDING NEW SERVICE CONNECTION EX. UTILITY POLE TO REMAIN CABLE TV HAND HOLD NEW GAS METER. CONTRACTOR TO COORDINATE WITH PSE REGARDING SERVICE LINE I . -- \ . \ I I I I !::::~-~ ~ ~ ~ 0 r,.;i ...,.. ,p. ~1 \ _, ~- \ \ \ ) Jlr, --+--flt#._---~==:..,r-_=_ -_-_-=,,.,,,.. ~ ---------~---=---........ ---1 ~ ------i---- EX. RESIDENTIAL ":';"4 ., ( IPT--'--:..,,._;_·D"~--l I I --·-·----OHP------ TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITEClURE 5212 37th Avenue SW Seattle WA 98126 phone 206.~23.0590 fax 206.923.3507 eman office@terraformadesigngroup.com TDGJOB# 05034 5 -·---QHP-- I PERMIT SUBMITTTAL PAD 2 6 06 PAD NO. REVISION BY DATE APPR SURVE'l'ED: GEODIMENSIONS SCH.E: OR.I.WN: PAD """" 0 ' PAD APPROVED; 1 I ; r I 1" = 20' ONE. INCH AT FULL SCAUi IF NOT ONE INCH SCALE ACCOMINOLY I '11£RTICM.: NAM) I ff&8 HORIZONTAL: ~ IQU/1 ai1 0 WATER NOTES SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA ZA 28 2C 3 4 5 6 7 8 9 8" ROMAC COUPLING CONNECT TO EX. 8"W PER CITY DTL. 8116 8" DIP, CL. 52 SPOOL 8" N 45-DEG BEND (MJ) CONC . BLKG. PER CITY DTL. B085 7' N 8" DIP, CL. 52 8" N 45-DEG BEND (MJ) ' CONC. BLKG. PER CITY DTL. BOSS 13' N 8'' DIP, CL. 52 8" x 4' TEE (MJxFL) 4" GATE VALVE (FLxMJ) 10' N 4" DIP.' CL. 52 CONC. BLKG. PER CITY DTL. B085 8"x6" TEE (MJxFL) 8" PLUG (MJ, NORTIH) 6" GATE VALVE (FLxMJ) FIRE HYIDRANT PER CITY DTL. B102 CONC. BLKG . 8" DIP, CL. 52 SPOOL (SOUTIH) POST INDICATOR' VALVE 7'N4" DIP, CL. 52 (EAST) INTERIOR FIRE SPRINKLER DDCVA ( REQUIRES SEP ft:RA TE FIRE PERMIT, BY CON TRACTOR) FIRE DEPARTMENT CONN. 4" DIP, CL. 52 TO FIRE DDCVA (8.5'RT) 2" WATER METER & SERVICE FOR CITY DTL 8107.2 MECHANICAL ENGR. TO CCNFIRM METER SIZE 2" POLY, SIDR7 TO MAIN 1.0' IRRIGATION METER SERVICE PER CITY DTL 8106 1.0" IRRIGATION DCVA PER CITYDTL B101 1.5" POLY, S1DR7 TO MAI N LEGEND EXISTING ·--.. ·-~-·-··· \ 00 -·--·--·- 9C.OO + r;" \~' ---"-li-- 8'" ' ---s--- 2" D ---E -- 1B l><I 0 D 0 ---·E--- ---T --- ---G--- ~p~ -0- PROPOSED 1----.--------- --100-- 8" w a· s 111 • II @ -E- -T- --G-- [!J ... CITY OF RENTON Planning/Building/Public Works Dept. CONCRETE CONCRETE WALL PROPERTY LINE R.O. W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE POWER VAULT UTILITY POLE 169 VICINITY MAP SCALE: N. T.S. PROJECT TEAM OWNER/ DEVELOPER LE DEVELOPMENT t CON TACT: ALEX LE PHONE : (425) 503-2182 ARCHITECT WU ARCHITECTURE 8817 NE 116TH PLACE KIRKLAND, WA 98034 CONTACT: PAUL WU PHONE: ( 425) 503 -2182 CIVIL ENGINEER NE 4TH ST. SITE TERR AF ORM A DESIGN GROUP, INC . 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 SURIJfYOR GEODIMENSIONS 6210 FAIRWAY PLACE SE SNOQUALMIE, WA 98065 CONTACT: KEN GREEN, PLS PHONE: ( 425) 458-4488 GOVERNING AGENCIES ' --.-·--- CRADING, DRA INAGE. WATER, SEWER CITY OF RENTON DEVELOPMENT SERVICES DIVISION 1055 SOUTH GRADY WAY RENTON, WA 98055 PHONE: ( 425) 430 -7200 LE DEVELOPMENT for ALEX LE UTILITY PLAN DATE: 1/20/06 f"ELOBOOk: PAGE: C1 .4 SHEET: Of; 4 7 -·-,, -l',' --· I (% /J /1 I I I I I I I I I I I L I I -' ------ ' -0 r,-1 ------ I ----i-----·--------------·-.. -----·------··-----·----·······-·-- LANDSCAPE PLANTING PLAN GRAPHIC SCALE 20 0 ,o 20 40 !"-· =--I i I ( IN FEET ) 1 inch = 20 ft. NOTE THE LOCATION Of' ALL EXISTING UNDERGROUND UTILITIES IS SHOll!l IN AN APPROXIMA'IE WAY ONLY. THE CONlRACTOR SHALL DETERMINE lliE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGRfES TO BE FULLY RESPONSIBLE FOR ANY AND All DAMAGES \l\ilCH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE ANO PRESER\£ ANY ANO All UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 eo I I I ---------Orl f----·-·-··-··-·-·-- ....• L . -. --.... -···. -·---·-.. -... ---·--·------ ··-------([_------ ·-----'·· --------.... '"--------s---)------5-------5 - -------""" ----··---··----------·----------------· ---· . -----... ·-··-- PLANT SCHEDULE. SEE SHEET L1.2 FOR ENTIRE PLANT LEGEND TREES SCIENTIFIC NAME SYMBOL COMMON NAME * Q-EXISTING TREES TO BE REM0\£0 @ EXISTING TREES TO REMAIN SHRUBS SYMBOL 0--------- 0------ 0 @--------- @)----- ACER RUBRUM RED MAPLE CUPRESSOCYP. l£YLANDII 'NAYLORS BLUE' NA YLORS BLUE l£YLAND CYPRESS GINGKO BILOBA 'PRINCETON SENTRv' PRINCETON SENTRY GINGKO SCIENTIFIC NAME COMMON NAME ll£X CRENATA 'COMPACTA' COMPACT JAPANESE HOLLY NANDINA D. 'CQMPACTA' COMPACT/DWARF HEAl£NLY BAMBOO OSMANlliUS BURKWOODII BURK\l/000 OSMANTHUS POTENTILLA 'PRIMROSE BEAUTY' PRIMROSE BEAUTY ONQUIFCJL ABELA GRANDIFLORA 'SHERWOOD' SHERWOOD ABELAI (DWARF VAR iETY) PINUS MUGHO PUMIUO DWARF MUGHO PINE s :, --- -:;:;; -~-c-:. :~ ---~ ----•. - GROU NDCOVER SYMBOL © SCIENTIFIC NAME COMMON NAME CALLUNA WLGARIS H.EAlliER ARCTOSTAPHYLLUS UVA-URSA KINNIKINNIK ffiAGARIA CHILOENSIS Y!LD STRA\\13ERRY MAHONIA REPENS DWARF OREGON GRAPE LANDSCAPE BED AREAS: TOTAL LANDS CAPE AREA: 4,427 SF PERIMETER BED AREA: 25+18+80+87+110+110+190+126=746 SF PARKING LOT LANDSCAPE AREA: 39+215+162+380=796 SF ALONG BACK PROPERTY LINE: 2885 SF I I I I I I I I I I I I I I 169 VICINITY MAP SCALE: N. T.S. PROJECT TEAM OWNER/ DEVELOPER LE DEVELOPMENT CONTACT: ALEX LE PHONE: ( 425) 503-2182 ARCHITECT WU ARCHITECTURE 8817 NE 116TH PLACE KIRKLAND, WA 98034 CONTACT: PAUL WU PHONE: (425) 503-2182 CIVll ENGINEER NE 4TH ST. SITE TERRAFORMA DESIGN GROUP , INC. 5212 37TH A VENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 SURVEYOR GEODIMENSIONS 6210 FAIRWAY PLACE SE SNOQUALMIE, WA 98065 CONTACT: KEN GREEN, PLS PHONE: ( 425) 458-4488 GRADING, DRAINAGE, WATER, SEWER CITY OF RENTON DEVELOPMENT SERYlCES DIY1SION 1055 SOUTH GRADY WAY RENTON, WA 98055 PHONE: ( 425) 430-7200 -------.,.---=-= - DEVELOPME CITY of.tt;~iNING FEB 11 2006 RECEIVED 0 ~ STA'IE Of' WASHINGTOO REGISltRED ~AROillECT aiJ,,x;J~. Al<EMI RAE SAKAIOA CERTIFICA'IE NO. 794 EIIPIRES 06/16/06 "" "' ~ i2 ~ :I: (.) "' ~ < "" ~ 0.. < &l 0 0 z ~ :s ,1'j 0 ;;; ~ "' "" "" z c3 ~ z "" :8 "' I I "' 0 ~ 'f I ;:§ N~ 00 ~ I o z ~ ~ ;;; .;. "' ~ ; "' :;, ·;; • " ~ ., 0 ~! (/) 0 a: ~ ';; I " 0 ~= < 0 .c !, -"' "' ~~ N n "' ~ ~ ..J _J=j :,;: ~ i:3 • ---.E. ~-~ si: ~ "' :g N ..,, • ls ii PROJECT NO. DRAWN BY: ARS CHECKED aY: ARS "' "' 0 0:, "' ~ z f2 z w "" I-z w w :E ..J Q. >< 0 w ..J ..J w <C > w .... C ..e w ..J t-w w ~ (/) iE ..,_ w z X X r--.,., SHEET TITLE LANDSCAPE PLANTING PLAN SHEET NO . L 1.1 I 5' -0" ' ; ;.-' ----1 I J I I ' - 21'-4" I -·• -C. I I t \ I ' I (i) -(i) C I \:_ I I I 21'-4" ct 21'-4" ct 21'-4" ---, ( ' ,,, . ·'·- 5'-0" o ' 0 I lD ---+-----1B -c ' -st- I -··''->---'-'"-- -1 - I 6'-6" I 6'-6" r-----------=-----------11 111--------=-----=-----~I SURF ACE MOUNT TOILET SEAT COVER/PAP R DISPENSER [> I I I·~ I I I I c+--------'~ ·-·-·- cJ 0 0 I I 0 I II-I---___, ,---· 0 L __ ------------·- I .--\---'===='------_] 24" X 36" MIRROR ---SEMI-RECE $E MOUNT PAPER TO Er DISPENSER & DISPOSAL -----«---.·~- -_L ... -----__________________ J 128' -0" 1~-----------------------------__:_'.:::_::__::'. __________________________________ _ N ENLARGED RESTROOMS UPPER LEVEL FLOOR PLAN SCALE: 1 /8" = 1'-0" ROOM FINISH SCHEDULE ROOM FLOOR RA"E \v' ALLS CEILING ND. NAME NORT W· EAST -SDUT h-1-\v'ES1 MA T" REMARKS I I I I • • • • e::i 0 0 0 0 w w _J c.D _J c.D _J c.D _J V) _J w w (,') w (,') w (,') w (,') w <[ (,') <[ (/) _J w 1--_J w 1--_J w 1--_J w 1--(/) w w _J w i:Q <[ w f-D w 1--ow f-D w 1--D _J _J w (/) w _J i:Q z (,') u z (/) u z (/) u z (,') u w ,-; _J z ,-; >-<[ (/) <[ (/) <[ w <[ (,') z f-,-; oil 1--Ck CL 1--(/) z CL 1--(/) z CL 1--(/) z CL 1--(,') z 1--w 1--<[ Ck w z (/) ,-; z (/) ,-; z (/) ,-; z (/) ,-; z <[ 1--u e::i CL u <[ P'.1 w ,-; w <[ w ,-; w <[ w ,-; w <[ w ,-; w <[ ,-; (L w ,-; >-1--w ,-; 1--i:Q 1--<[ _J > 1--<[ _J > 1--<[ _J > 1--<[ _J > <[ Ck ::;: (I'. w ::;: ,-; (L CL CL (L (L z _J z =i ,-; z ,-; z ,-; z ,-; z (/) u <[ (I'. (L ,-; =i <[ <[ Ck w _J '-,-; w _J '-,-; w _J '-,-; w _J '-,-; w '-=i z Ck <[ Ck <[ (/) O! (/) z ::;: i:Q <[ _J ::;: i:Q <[ _J ::;: P'.1 <[ _J ::;: i:Q <[ _J P'.1 D D w =i <[ 1--z w • • D w > 1--,-; w > 1--,-; w > 1--,-; w > 1--,-; > u u u 0 u (/) ,-; u c.D \[) z :,,:: L.:) w 1--:,,:: L.:) (,') 1--:,,:: L.:) (/) 1--:,,:: L.:) (/) 1--L.:) <[ 101 TENANT 0 0 0 0 0 0 0 8' O" NOTE 1 102 TENANT 0 0 0 0 0 0 0 8' o" NOTE 1 103 TENANT 0 0 0 0 0 0 0 8' O" NOTE 1 104 TENANT 0 0 0 0 0 0 0 8' o" NOTE 1 105 TENANT 0 0 0 0 0 0 0 8' O" NOTE 1 106 TENANT 0 0 0 0 0 0 0 8' O" NOTE 1 1 01 TENANT 0 0 0 0 0 0 0 g' O" NOTE #1 1 02 TENANT 0 0 0 0 0 0 0 g' O" NOTE 711 103 TENANT 0 0 0 0 0 0 0 9' O" NOTE 1 104 TENANT 0 0 0 0 0 0 0 g' o" NOTE 1 105 TENANT 0 0 0 0 0 0 0 g' o" NOTE 1 106 TENANT 0 0 0 0 0 0 0 g' O" NOTE 1 TOILETS 0 0 0 0 0 0 0 0 0 0 0 8' O" NOTE 3 ROOM FINISH NOTES: 1 . CONC. FLOOR, FUTURE FLOORING 'BY OTHERS. 3. OWNER PROVIDE TILE MATERIAL, CONTRACTOR PROVIDE LABOR & INCIDENTALS FOR FLOOR & WALL TILES. GROOS FLOOR AREA: 8,028 S.F. SCAL[: 1 /2" = 1'-0" -· DOOR SCH'EDULE HARDWARE GROUP: 1. STROEFRONT SYSTEM; CLOSER, ADA THRESHOLD & WEATHERSTRIPPING 2 PANIC HARDWARE, CLOSER, THRESHOLD & WETHERSTRIPPING. . 3. LEVER HANDLE PRIVACY LATCH, ADA COMPLIANT. LOCATION DOOR HOWE NO. SIZE MAT'L FRAME GROUP REMARKS LEASE SPACE 1 3' 8" X 7' 1 o" ALUM ALUM 1 .. ,.,.-~-------------------------------,-------······-··--.--------------------------------~----------------------. 2 ·-_, ... -........ ,--····-~ ·----------------- RESTROOMS 2 3' -0" X 7' -0" s.c. WO HOLLOW METAL ADA HDWRE. LEASE SPACE ... •--·-----------I------------------ 3'-0" 7'-0" -----------------.... -----.. ., --. -·-··------ 3 X ALUM ALUM 1 STORE FRONT SYSTtIT-- --------------· -------------------------------------- LEASE SPACE 3'-0" 7'-ou "-----·--------····---·--··-__________ ,, ______ 4 X H.M. HOLLOW METAL 3 INSUL. H.-M.Doorf - DOOR NOTES: 1. SUBMIT KEYING SCHWULE AND HARDWARE SAMPLES FOR APPROVAL. 2. EXIT DOORS SHALL m: OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS, LA(CHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEV£R OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS. AT EXTERIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 16'-0" I V ;, " DD 1\ \ 12·-o" I ' 0 -I . D ' C) I r ' ' 0 0 I -- I ['-. ['-. I 3· --o". I 3'-~ ' C) I . ['-. --------- ----- (1) CLEAR ANODIZED THERMALLY BROKEN ALUM. FRAME INSUL. GLASS: U=.45 MAX. SHGC= .40 MAX. Q) ALUM. FRAME INSUL. GLASS C2) H.M. FRAME @ GWB ANCHORS H.M. FRAME CONC. ANCHORS TEMPERED PER CODE \./heetcho.lr Turning Spo.ce [~ I 48 I Cleo.r Floor Spo.ce 12 MO.X ' ;--elterno.te 40(42)Mln Side \v'o.ll of Sto.ndo.rd Sto.ll ~ I~" 12 Min 12 Min l~11 Bo.ck v/o.ll Gro.b Bo.rs o. t \./o. ter Closets w ....., OCl -oc, -OCl 0::: <D ,-... I I ._,. ....., ::, ...-,N 0 0::, oo~ I- O} U') <(N 0 3:~ -X 0<( w :z: u_ <( __J I-Y'. cc Y'. :c 0 w u <( 0::: __J Q_ IN <( f--co <D- -N -1 w'"' :::, :z:O U') ...... ~ s U') -N 00 ._,. 00~ la-c.o z LO 0 CX) w O') <( :=: 3; -:z ·Cl. 0 I-:z w 0::: ..J 1-- w w w 0::: I- > <( :c I-w --<;;;j- w C :z O(j w z w ..J w ::) a a::: BUILDING PERMIT w CD . Am3 ~- :::::::, I :z . f-u w -:, DA TE: 1/31/2006 0 a::: . o..._ . ------------------------~-----=-=12c:::8_' -_.:::_O'_' ----------------~----1-.I'(.__ / ___ ..J r-------------------------------------1--------------------___________ -+---___________________________ 1 __________ BAl.ctwY LINE AIIOl'E ______ -+--____________________________ 1 _________ ~IT;~~~ i I I I I i 1 /j ------+--! ~ I ·~~ ... 'j ~ I ~ I . ~. . .. I // Ii I i I I I ~i I i1 I I I !!,' I i1 I I I i, I I I I I ' : I I I I I I I -------. --'----i·--. i ----------D112 CJ[ I JC,11 ( 4 -·----1--------D110__0 I Y09 ( f<B>------,,I,-------- ' C) I . -, \0 : © 1o1 TOILET · T~ 1o1 1o1 TOl[Ef . i'OllTI 1o1 i ~) 1818 f 0 I 0\· GIB ·10 L------ 1 ====== ~ I~ ~ ~ !~ -~ ~ I I I I --r""''---1 W" """' I 105 TEN!!!J I I '" ]INANT I 1 OJ 1£[ •L i 102 lENANT I ,p. M I ffirs.lf.C~ I P.i't'F" M I \lffl"OC"' M 11 ffir'sT.CY: M I 11 I I I I I ---- --------~. ---a ,J-. -. -. ----. -. -\...-;J-. -. -. -. -. -. -. --i .. ---. -. -. -. -. -. }-. -. -. --. -. -t'--r ---. -. -. -. -. --~ --- I I I I I I I I I I I I I I I I I I I I ~'---I I I I I ----® ---+-----© ' '1" I I I I ~~~ I I I I ---1-+++j/ff!Jjr_c_rl--================¥=/ ========~/ ======#1============~/:::I ======:!_LI ----------@ I I I I I ct--21'-4" ------- 2 21'-4" ! . 21 ·1' 4 . . .. . ?1 ·4' . . ! .. 21_,. . _1-___ __:2=1_' -_c_4_" ---~i '" ., .. -,.>. • -#-~-LOWER LEVEL FLOOR PLAN SCALE: 1 /8" = 1'-0" 5/8" G.W.B. ON 3.5" MET. STUDS @ 16" O.C. W/ RC--1 CHANNEL (16" o.c.) & SOUND 0 ATTENUATION BLANKET 8 ___) ' / ' SE/1LANT (T'(P.) I TYP. BETWEEN TENANT SPACES 2 LAYERS 5/8" G.W.B. ON 3,5" MET. STUDS @ 16" O.C. W/ BA TT INSUL. R-11 BATT INSUL. WHERE REQ'D. BETWEEN HEATED & UN-HEATED SPACES 5/8" G.W.8. ON 5/8" G.W.B. ON 3.5" MET. STUDS @ 24" O.C. 3.5" MET. STUDS @ 16" O.C. <? NON-RATED WALL TYP. SHAFT WALLS ELEV. HOISTWAYS U.B.C. DESIGN 16-1.2 UL DESIGN U-411 TYP. CORRIDORS U.B.C. DESIGN 16-1.1 UL DESIGN U465 TYP. INT. PARTITIONS INSTALLATION NOTES: USE DEFLECTION TRACKS @ TOP OF PARTITIONS TO STRUCTURAL SUPPORTS ABOVE TYPICAL INTERIOR WALL SECTIONS GROOS FLOOR AREA: 8,028 S.F. . 0 I M ', ' . 2'-0" · f-~-___::____::_ __ _ 1.5" DIA S.S. HAND RAIL MOUNT N BRACKETS SUBMIT HOP DWGS. I I I I l TS. X2 GAL V. SHO FABRICA SUBI IT SHOP • ' '° I M TOP RAIL TED DWGS. II 1.5" DIA. S.S. RAI L I WHERE OCCURS H~o - ~ ~ I ' 3/16" S.S. C BLE @ 4" . 0 . C. -· f-1- THRU 3/8" D ~ILLED HO ' (TYP. RAILS) . LES IN POSTS ;BALCONY FIN. FLR. tt ' Mlsct ' r---- ' + ,>, k .-.}':i~t\/1\~A;;+i;\ ,'-'-"'-'"',: ;,:,. ,,.:"~, !:<::' L'.:'...--..,,_.,..._ ---i~-'4~A--_ . ----~--;;_.;..., -~' · . ..,_ . -'-·~---- \"/_f"ti·', l RAILING DETAIL SCALE: 1 1 /2" = 1'-0" 3/16" S.S. CABLE @ 4" O.C. THRU 3/8" DRILLED HOLES IN POSTS A (TYP. RAILS) ' , ' , ' , ' , ' , ' , . .," ' ' , ' , . , ' < ' ' > ' , . , ' , ' , ' ,' . , ',, ,,,/ . , v' n ---,,£---~! ~ /~--~------c,!L--~~----M Q'.: w M ~ Q'.: 11" T EADS CTYPJ CUSTOM RAIL POSTS HOT DIP GALV. AFTER FABRICATION SUBMIT SHOP DWGS. C 5X9 CALV.RAIL POSTS -SHOP FABRICATED SUBMIT SHOP owes. PRE-CAST CONC. STAIRS REF. STRUCT. SUBMIT SHOP DWGS. DEVELOPMf,NT PLANNING Crr'{ OF RENTON FEB 1 4 2006 RECEIVED TYP. STAIR DETAIL NO SCALE SCALE: 1'' = 1'-0" "' m "' "' w 0::: :::, r 0 w r I 0 o::'. <( :::> s z <( ....J c... ....J w > w no::, -co -co tD r---- I I ""n nN 0 o::J o::J~ mo.n <'"" :s:,3 .x O<t: z LI.. < __J ye QC "" w u <( __J Q.. IN I-CO <D- -N -1 wn zO o.n ,-..._~ _o.n o::J N o::J ..,. ~ ...J (/) a: ....J w- 3: ;:5 ow ...J C 1---(0 z LO 0 CXJ w 0) <( ~ 3:: ~ z 0 I-z w O:::'. ~ ..J I-w w w O:::'. I- > <( :c I-w ,tj-- w C z o'<3 w z: w ..J w :::) a BUILDING PERMIT A- DA TE: 1/31/2006 . . a:::: w CD ::ii: ::) z I- (.) w --:, 0 a:::: a_ w 3 I >---I I- Q:'. w 0... 0 Q:'. 0... ~~=,,,,,,.<!=> ===2f"='====~==,~ A <3> V : ------<£'> _______ [ : -----<i>-------: : <~> : :--------<6'> : :--------<g;-------: •••• :,.;,,:,,::, :,,, ••........ '••', ,,:':."• :,,:,, ••.......... ,', :~• ••• : .:: •,:, :;,::,,, ,:,,::::,:,: ·!.,,:_.:•,,:,;:,: '-.-.7 -.-.----. ~--.-.-.-:-::.~~ ,,:,.:,, •,,: .:: ,:::,,:,,:,,:,:, ~. --.~.~ ~:: :,.;,~~ .-.-.. -.. -..~.~ .~ .: ,,:,, .. •,, •'.:, •.,:. :,,::;:,,:~ -. -.---. -.:;--..-:.-:-. -.-. -.-.---; ·..J·,,.:::::.-:,·:::::, ........................ :.:-.-:-..-. -. ~--.-.-!.-:;::;.:-,.-;, 7,7 7 -: :··:·,:·,, ·,:'•,', : ':·,:· ....... '-:-. -:-.. -.-....... -.-(.~ .. ; :-.~ :" /.7-; 1::,,:,•· ................... ,: ......... . <2> V I <'.3'> --------~J ___ ---® 6 . <J>I DI A <4> V I I ///// ·/ // /, ///////,-///, //. SOUTH ELEVATION SCALE: 1 /8" = 1'-0" ----,----,-~~<~h~~c~~~~-, w 13 I . A ( 1 ) II;;:;;.,:--.·:~.... !> ,-----A -, I <6) I A• <3 V D /, "~~~0, I A ( ) ------------(i) (j) V i (~ 1Dpa==ajpD~/---i _o 0 :co _o A ( ) V w I 3 I >---I- Q:'. "' C'/ l 1 ' 1 l V l L-----------------~ A •,,.•: •. , •.. ,,•: •: .... ,, •• , .. ',hV •...•. •:•': \ •• ••/ ...•••.•..•.•• •• ••.•• ,;,,'/••:':,•·.-:,·· ( 2) I >---1- Q:'. w 0... 0 Q:'. 0... <t,>''"', .• = .. , .... =.,...,,,=',, .... ,'""',.,".=" ...... """.,.,"-"",,...., ... =,, .... = .... ,, .... = ........ ,=, ... , .. =,.,.,=,,...,,= ..... , .... = .. , ...... = ....... ,.=· ...... ,=, ..... =-........ 1----------1---------'--'-----c -· - Cf, ClJ I I er I <2) V A ( 1) I --------~--- A <3> V / A <4) V f I A <3> V <5'> <'.3'> ® ® ® ® ® V <4> V A <4> V A <4> V © A <4> V / r ~ I I V f~ I ~i I I ® A < 1 ) . I I ' /~ ' 0", I I ' 1n • A -;.':~f.':', • .,. < t > " <3) V w I :s: L. I -< -1 :co w _o 0 < ) V ,., <3> A <3) A <4> V -·---·-----··---1 ........ . KEY NCJTES: A '1 ' ( ) ' , V PRE -FINISHED MTL. CORNICE & CAP FLASHING COLOR TO BE SELECTED 1-•, .: ... : ... : .. •: ,.;.,,:;. :,_., ..... ·: .. · ..... ·:.-:,, ... , ........ \., ....... ,: . ..: ... : .. ·: .. •:,, ........... , .. ,;,,,.\.·\.,\.,,.:,··· .:,··· .,,,, ..... ,,, .. :,.,-:.,, .. ,.,.,·:.:-...... ·:.:;,:-.. :, .. ·:.··.·:· , .... ,..,.,,,.,, .. ,,.·:-.·" , .. :/:(:/: :;,··.···:···:",;.·.·.·:(.·:··:.::··{.';'\•' ,., ........ \.-.\,,,,,, ... ,,,,:,..';.•'/ •' ., ..... ,.·:,·· .':':··· .. ·· ...... :,·":,;.( ··· .. ·· ...... .,.., ......... ; ........ ,· \:<{,· ///// y .... :(/.(.(,(. ··.·:· .,.·.···;; ;.·· :-·· ... · ...... ·': ... ·.: .•. ·c:, - I ~-------;,.. ----~ f ~ -A ---~ I ~ ------.,.._-------~ I ~ --,..._--------~ I , ............ : .. •: .. , .... ,, ...... , ...... , ...... ,.,., .... ,., ..................... • .. w .\ .. ·)·,•):·.····· .•: .. · ..... _.,.:,_;, .... , ..... , .. ,.\., ...... , ... , _ ~ ,; ,\~.~ \ , ... ~.~.-.~,) ..... ,.•:,•\\•';,,,,'.., .. ,,·;.-·;··:.·.\~.-.. -.,.·.,, -. -/~.?-_ .; .; __ :/ ........ , .. •,,,.,; ... , ........ w., c , .. -., ...... ,, ...... ,,,./!\.,,.,.,., .... ,., ..... ,/, .............. , .. , I,:.,·.,:,., .......... "-..... , .•.. , .... :;.::.·· <.t.> ".··:.··.,•",•,'·.··.···{ ...... ,. ·:--·;.:• 1 .. , .. , .. ·.··>>·,..-.,,, .. ;.············"·.··•; ..... , ........... ······· ...................................... , ..... ,,,.:, < t > , I (Y) :co _o I MTL. CANOPY (REF. STRUCT.) COLOR TO BE SELECTED <2> I I <'.l'J DD I I I A I V 7 ~ -~ <3> fu <'.3'> V A <'.3'> V I <3> I I V 1<5'> ? -V t V ------" L':, DD D '\ DD ~ D ~~ -~ I I I A u u u I i i i i T D D 6 D ~ ~ I ~ ~~ I 6 IA ~ I A IA IA ~1-, ;<4> ·<4> <4> ;<4) ' V DD ~ I D L':, DD I ~ I D I\ D I I\ -11:i;;,~I I ~ i .. I ' I ' I I I I I NORTH ELEVATION SCALE: 1 /8" = 1'-0" GLAZING NOTES: 1. GLASS SHALL MEET U.B.C. & FEDERAL GLAZING STANDSROS, INSULATED UNITS TO BE LOWE COATING W/ ARGON FILL, 1/4" FLOAT GLASS W/ 1/2" AIR SPACE. 2. U =.45 MAX SHGC = 0.40 MAX. 3. CONTRACTOR SHALL FIELD MEASURE ROUGH OPENINGS PRIOR TO WINDOW FABRICATION. 4. PROVIDE TEMPERED SAFETY UNITS PER CODE: GLAZING WITHIN 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, & BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. GLAZING GREATER THAN 9 S.F. LESS THAN 18" ABOVE FINISHED FLOOR 5. CLEAR ANODIZED ALUM. FRAMES TO BE THERMALLY BROKEN. GLAZING CALCULATINS: WALL AREA (NORTH): 2944 S.F. WALL AREA (EAST): 14 72 SJ. WALL AREA (SOUTH): 2944 S.F. WALL AREA (WEST): 1472 S.F. TOTAL GROSS WALL AREA: 8832 SJ. TOTAL GLAZING AF~EA: (15 X 128) + (9 X 37) = 2253 SJ. % GLAZING = 2253 / 8832 = 25.5 % 37 S.F. ' '° I (U - 16'-0" ,~---------/ , 128 S.F I ' CJ ' -' I : DD I\ D \ I 3'-0" I ' 0 I __ OJ ' C) I (Y) ' 0 I G) CLEAR ANODIZED THERMALLY BROKEN ALUM. FRAME INSUL. GLASS: U=.45 MAX. SHGC= .40 MAX. OJ TEMPERED PER CODE @ CLEAR ANODIZED THERMALLY BROKEN ALUM. FRAME INSUL. GLASS: U=.45 MAX. SHGC= .40 MAX. TEMPERED PER CODE VERIFY FIELD DIMENSIONS REF. PLAN LAYOUT & SUBMIT SHOP DWGS. I~ " ~ rn lfu '£4 ~ V I I . ' 'er 0 -I A ' ~,t> ()\ I I I ~ (5) I I I A <'3'> ' , V A <' 4 '> ' , V " <'5'> ' , V A <'6 '> ' ' V 1" CEMENT PLASTER , DRYVIT FINISH SAND FINISH, COLOR TO BE SELECTED EXPOSED CONC. DRYVIT ~-INISH, COLOR TO BE SELECTED MTL. RAILING SYSTEM REF. DTLS. SIGN BAND, PROVIDE 15 AMP. LIGHTING CIRCUIT DESIGN & CONFIGURATION UNDER SEPARATE PERMIT ,f---~-· ~ ... I I -,;:1 I I 117 I I I I • I I 1h ' ~O JEN?, Tl I 0 I ' M ~·i ()\ I • ' ·~ ' 110 ,NI 0 I ,. ' ' ' u 0 I I I I I 1-. g'" - ' I ~----------------------1-------------------------------------------------~ - r -r _ Bo.ck 'w'o.ll 'r-'-', ,__.., ,__.., I Gro.b Bors o.t 'wa.1er Closets SECTION A-A SCALE: 1 /8" = 1'-0" "' ' 0 I ()\ ' 0 I •i) I ' CJ', cu ' -C ·- ' ' . i .. DEVELOPl,1EN CITY OF FJMJ-t~NING FEB I~ 2006 RECEIVED "" "' "' "' w 0::: :::> I- u w I- I u 0::: <( :::> s en z 0 --~ > w _J nco -co -co '°r-I I tj-er, "'"' Oco ro~ OHO N -<t: tj-;;::~ .x 0 -<t: z LL. <C _J o<'. Ct' o<'. w u <C _J a._ IN >-CX) co--N -1 w"' zO en r--;;:, -N CX) tj-co~ Wz oo z--..... co -.!W 5u, fll ~ w ..J Z. w w ::::, a . . . r------wa::: . BUILDING PERMIT A- CD ::::E :::> ::z: . 1- (_) w -:, 0 DA TE: 1/31/2006 a::: o_ w ::; ~ z g -, 0 il:'. 0.. CONTR IE(12" PARKING PAl/1NG ABOVE REMOVABlE GRATE CEILING El.= 358.50 MIN. GROUND EL.= 361.67 PANEL BEYOND~ MAX. STORAGE ACC ESS OPtNING W/ PS OR LADDER REMOVABLE GRATE PANEL BEYOND 20 .0' COARSE. FREE -DRAINING BACKFILL, nP. SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA EL ,= 358.00 90.0' I ' = Ol STRUCTURE, ' ~ OUT)= 354.00 , - 4.0' DETN. STORAGE T _L OUTLET;,= 354 00 -" I -I I (7200 CF) ___,,/ ' -l-6" Mlti_ ---·· -.• -,. . . -·-i . . .· -.. -· -\ I --3.o w.a . WETPDOL -'"' 2' MIN. r-' (1800 CF) --.---. ' ' I "'-s.5' INTERIOR i'.o• SEDIMENT STORAGE ~ .. = FLR. EL. 350.00 HEIGHT SECTION B•B ' - --- REMOVABLE BAFFLE 111TH CEILING HANGERS PER STRUCTURAL TOP El.• 355.00 BOT. EL.• 353.00 - t±== I ' . . --. . STE ' /ACC , STE ESS OPENING W/ PS OR LADDER ' SECTION A·A 5% SLOPE TO CEN TE R / / / / / / / / 5'x10' REM OVA BLE GRATE PANEL / RIM = 361.6± VAULT "7 MAX. W.S .. EL= 35800 PIPE SUPPORT (TYP) --1" SEE NOTE 6 --j ~',"' ~ 8" ELBOW 111TH ORlflCE j2 5" MIN ORIF. DIA.= 0.69 IN . ' IE ELEV= 357.00 "'<?;, "\ f If. (IN)=353.00 FRAME, GRATE AND ROUND SOLID LIO -"\ MARKED 'D~AIN" 111TH LOCKING SOL TS \ SEE NOTE 5 ~ CONTI<Ol ROD FOR CLEANOUT/ DRAIN, B ~ • ' "-12" VENTfl.ATION PIPE 111TH CAST-IRON LID AT SURFACE 5' X 10' REMOVABLE GRATE PANEL (REQ'D FOR VAULTS V-GUTTER @ O O% (T11') u·Tmff!f---..2 Q5Q_S1)_ -----------:__ -------- [J ! 90.0' iCIT .,,-REMOVABLE BAFFLE / TOP EL= 438 .55 BO\. EL.= 4J6.55 B J 35.0' OUTLET PIPE ~ IE= 354.00 (12'W) 12" RISER SEE NOTE 8 RESTRICTOR PLATE W/ ---H~- OR IFICE AS SPEC IFIED. DIA.= 0.80 IN. 0= 0.035 cfs O 4. O' HEAD HANDHOLDS, STEPS OR LADDER VAULT ROD BENT AS REQUIRED FOR VERTICAL ALI GNMENT W/CDVER ~--SHEAR GATE 111TH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQ'O FOR VERTICAL ALIGNMENT 1\HH COVER) trl1tl'.! / IE (IN)=353.00 7" .)::;.tp, \_ CONTROL STRUCTURE ~ PLAN /IE (IN)=353.00 • CONTROL STRUCTURE IE (O UT)=354.D0 / \:,' ' /\ I WET / DETENTION VAULT PER DTL. 1/Cl.13 / ~-~-c---,-c--- - .' 1 "", WET/ DETENTION VAULT SCALE: 1" = 20' EX. RESIDENTIAL I 589'06'16"£ 330.94' 1---"--c---c--.--c c---c---c---c---a ---a-,-. ,,"i. * ::c...rs,,..~,> 364.80 365 .30 -, ,,;' ~~~=r=~==~:;;;;;;;;;·~::'=· "'F==r='"99 ¥4,.,f'· ,=~..==·=, F'F~;:;;;;~:::~;-;;;::;' ·~':_;,,:·"". w¥==r~~=;; ~ ' ~ /,1 " I: CONJRct SJRUCTURE NOJES: 1. CONTROL ~TRUCTURES TO BE LOCA TEO \\iTH IN DETENTION VAULTS lliTH ACCESS THROUGH VAULT CEILING. 2. OUTLET CAPACITY: 100-YR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVAN IZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. 8. CLIMB'DOWN SPACE IS CLEAR OF RISER AND CLE ANOUT GATE (2' MIN.). C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OU TLET PIPE TO HAVE SMOOTH 0.0. EQUAL TO CONCRETE PIPE 1.0. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAX. 3' VERT ICAL SPACING). 7. LOCATE ELBOW ORIFICE RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE TO ACCESS OPENINGS OR INLET/OUTLET PIPES (2' MIN.). 8. THE VERTICAL RISER SHALL SE THE SAME DIAMETER AS THE HOR IZONTA L OUTLET (B" MIN. DIA.). THE RESTRICTOR/SEPARATOR UNIT SHALL BE FABRICATED ROM 0.060 ALUMINUM OR 0.06 4" ALUMINIZED STEEL OR 0.064' GALVANIZED STEEL PIPE; IN !.CCOROANCE \\iTH AASHTO M 36, M 196, M 197 ANO M 274. GALVANIZED STEEL SHALL HAVE TREATMENT I. DETENTION VAULT SHALL BE CONTRACTOR DESIGN / BUILD. VAULT TO BE DESIGN TO ACCOMODA TE HS-20 WHEEL LOADS AND GROUNDWA TER BOUYANCY. SEPARATE PERMIT REQUIRED. I\ i \ ' I LEGEND REFER TO SHEETS C1.S.C1.7 FOR CITY DETAILS AND NOT!S EX. RESIDENTIAL I I I I I I I I I' / I EAS T rnc OF ASPHA 360.9'0.; II._ I ROAD AND UTILITY ESMT. 1 -~---1-Y REC. NO. 7309250365 . IE (IN)=353.00 ' .-:: . ! ,., -·, '\ ' J. •• ·--r-oH ~-, ', -=~,i, eH ! N~WREti( 'a 'loiNcf TERRAFORMA DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTLRE 5212 37th Avenu~ SW Seattle WA 98126 phone 206.923.0590 fa, 206.923.3507 emai ottlce@terroformadesigngroup.com TDGJOB# 05034 -··-----------------OH PERMIT SUB.MITTTAL NO. -.. -.....__r,r. ELf'V. J67 . .J ' CCNC. RETAINING WALL PER ARCH . & STRUCT. PLANS EX. BUii.DiNG W/ 48" HIGH CHAINLINK FENCE 370.5± BUILD ING 1.i.J / PAD 2 6 06 REVISION BY DATE ~ ~·. (.,; -~>'I ~, :;E ~ I 13% / ~ SURVEYED: GEODIMENSIONS OESIGNED: PAD ORAWN: PAD PAD Cl'IECl<EO: PAD APPR JiPFROVED: 4% - I $<>LE, 1 " = 20' ONE INCH "T FULL SCAI..£ IF NOT ONE INCH SCALE ACCORDINGLY VERllc.>J..: NAVD I 986 HORIZONTAL : N,T,D 1983/1 gg 1 EXISTING PROPOSED L • •. · • · • -1 ------=-~--- CONCRETE CONCRETE WALL PROPERTY LINE R.O. W. CENTERLINE I -.I ·-r -· · --EASEMl:NT ; 00 · · R" I\' __ ;:_ W- 1i' D ---E -- EB l><l 0 0 C) -100- 90.00 -··-··- -~·--,--·---w---·-~-- .-----··---s -·--·---·-- 12" D • (II ~ H II • @ CITY OF RENTON Plann i ng/Buildi ng/Public Works Dept. GRADING CO NTO UR SPOT ELEVATION SWALE WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE STORM STRUCTURE/ CLEANOUT SCHEDULE CB/CO TYPE RIM IE 1 TY. 2-48", SL 362.3 +/-351.45 (12"E) 2 TY. 2-48", SL 3 TY. 2-48", SL 4 TY. 1, GR 5 TY. 1, GR 6 TY. 1, GR 7 TY. 1, GR 8 TY. 1, GR 9 CLEANOUT 10 CLEAN OUT 11 CLEANOUT 12 CLEAN OUT 13 CLEANOUT 14 CLEANOUT 15 CLEANOUT 16 CLEAN OUT 17 TY. 1, GR 361 .90 360 .8 6 360.30 361.30 361.30 361.30 361.30 36230 366.00 371.10 371 .96 361.98 361.82 362 .60 361. 98 363.75 350.2 + /-(27"$) {FIELD VERIFY PRIOR TO ANY CONST.) 35116 353.77 356.00 357.91 358.30 358.12 358.30 358.80 359.00 368.50 368.94 357.79 358 .0 2 358.50 358.30 360.75 GR = GRATE, SL = SOLID LID TY. 1 CATCH BASINS SHALL BE PER CITY DTL. 8012 TY. 2 CATCH BASINS SHALL BE PER CITY DTL. 8027 GRATES & SOLID LIDS PER CITY DTL . 8020 CLEANOUTS SHALL BE PER CITY B076 & 8076.1 STORM PIPE SCHEDULE PIPE DIA / TYPE LENGTH (FT) SLOPE A 12" HDPE 27 6.33% B 12" HDPE 61 1.00% C 12" HDPE 23 1.00% D 8" HDPE 35 8.57% E 8" HDPE 21 23.38% F 8" HDP E 21 1.86% G 8" HDPE 21 1.00% -. --' -.. H 8" HOPE 18 1.00% I 6" PVC 25 2.00% J 6" PVC 6 2% MIN. K 6" PVC 30 2% MIN. L 6" PVC 44 1.00% M 6" PVC 28 17.11 % N 6" PVC 23 1.00% 0 6" PVC 48 1.00% p 6" PVC 7 5.00% Q 8" HDPE 36 6.81% HDPE SHALL BE ADS, N-12 OR EQUAL. PVC PIPE SHALL BE SDR35 PIPE SHALL HAVE 24" MIN. COVER, EXCEPT DIP, CL.50 PIPE LENGTHS REFLECT CENTER OF STRUCTURE TO CENTER OF STRUCTURE, U.N.0. NOTE THE LOCAllON OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONffiACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE ANO PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE --·····========O=E=V:JEfio;g%%1~~~NlillG ( IN FEET ) Inch = 20 ft. FEB I 4 20D6 RECEIVED DATE: ! i ! - LE DEVELOPMENT for 1/20/06 FIEL0900K: ALEX LE C1 .3 GRADING & DRAINAGE PLAN SHEE:T; Of: 3 7