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HomeMy WebLinkAboutLUA99-060- large format METAL SIGN ie. WHITE { BLUE BACKGROUND AL wN ASPHALT PAVING ‘GRADE @ PLANTER GRANULAR BASE “ ig vA STATE DISABLED | ITE LETTERIN PARKING PERMIT WHITE L S SIDEWALK | er EXPOSED AGGREGATE a cae Cakes Gee 2 TEXTURED FINISH ON Neat a a 2168 AT VAN SPACE i ies s ONLY. TYP. ¢——PROVIDE 5’ CLR. @ TOP OF RAMP Biot 4’ a as ‘ CR A s > ° 9 m ” : m ¥ a 2" DIA, STEEL PIPE, PAINTED WHITE TO FI N 4’ ur ¥ Meo ESHER ee, (Oo \ BARRIER-FREE SYMBOL (> DISABLED PARKING SION /c)\ BARRIER-FREE RAMP A-1 SCALE: NO SCALE 4-04-0038 YY SCALE: NO SCALE 4-04-004 = SCALE: 1/4" @ |'=O" Ba e r ea e Re ee (4.\ EXTRUDED CURB DETAIL A-| SCALE: | 1/2"s1'-0" LEGEND UB Y TU E S D A Y SITE SQUARE FOOTAGE: RUBY TUESDAY = 35,932 pay : “y ACT ill THEATERS = APPROX. 531,600 : { } 2 i \/ = & BUILDING SQUARE FOOTAGE. RUBY TUESDAY = 4,970 SF. ETE LC Cot a. LOT az sagt F< gs Seas BE = : 4 Ot EA Rae See uO 92°8902702 1 BE Pi ‘ BINDING SITE PLAN FOR BURLINGTON NORTHERN : el Ata al agate : 2, 3 BSP NO. 014-92 a) © oe cares . woe 4 ty PERCENTAGE OF LOT COVERAGE: 13.8% z : ee i OS \ x j 4 core : ; C i ‘. EXISTING HOME BASE vai fo t —-& e - i ‘ % LANDSCAPE SQUARE FOOTAGE: 2,193 SF. & tote on gees ! a ee, we ompets & : ee N My + * 5 : . he WN Pig ete ee s 154,00" $38°09'51°E 873.5: , same r. A BUILDING HEIGHT: 19°-10 1/2 ; . 4 \ = a ‘s val j wt on mot —e x ¥ 3 BUILDING SETBACKS: 126'-0”" FROM CENTER : gee ay Pet z OF EAST VALLEY HIGHWAY : 4 7 A a ae ‘ Ss a ae Pm 13 - Guna SRI - : ae a rh | pa see eo eee ag tee cal | @ cee= 18.00 oes See = . om ig omen WS REAR Se . "gg a wie 18 }rotx30} LOADING SPACE €@ SPACES @ 9.00'=54.00' g gg78 SPACES @ 9.00'=54.00' 609° 8 SPACES @ 9.00'=54.00'g oc Eee = ed RKING = #10}x30} e ‘ COMPACT © 9.00'=8.00' i 00. : REQUIRED: 50 at foe ON TE te LENE 8 Ee ; 1 t ? ; } ws 0 ae |} boatree st g { 8 -4 sss" he if + fh PROMDED: 50 gr UTILITY EASEMENT Sp Sic | ‘ 9 Fe i STANDARD STALL: 9'x20’ : a ae er) sande | i ee =. a] é F iz f COMPACT STALL: 8'x16" 5 “i 7 gi. i z Ea ; i | STANDARD STALLS PROVIDED: 41 ° a it | fot ee eae ee ca Se : 0d SPACES @O081DT = COMPACT @ OME OT | SPACES @ 8.0CmB.OW PROPOSED RESTAURANT T i ACCESSIBLE STALLS PROVIDED: 2 i: shat keuaet ___temenctesormsot =n paceseswanor Sy a oe } p, ‘ \ : ‘ | peas + : 1 iy es 024 ; WHEEL STOPS ARE PROVIDED TO COMPLY WITH nO eed 5 te wl, Ts 0 ae] Me bee ORD. 4-—4-—080 SECTION 'G’ NUMBER 4 2B 3591" W~ 218 } a Tran ' * 4 . ‘ {C800 a ‘peace aan eee + ee : jt of ; } +f H | { ox 8.9) i | | i } ae bo ~ ty i i L i. ; oul 3 Fe 60 «9 SPACES @ 9.00'=81.00— 9 COMPACT @ 9.00'mm1.00 =| & SPACES @ 8.00'=81.007 800 oe 8 c : _8.00' 7 SPACES @ 9.00'~63.00' §'6 spaces @ 9.00'54,00 °° 6 spaces @ 9.00'=54.00 9s SPACES @ 9.00'=54.00 > PS a : j apie. Po; a , Bel pete de ad TAs ae ; TA ee Te 4 vi | } Rigi pol bo beeee se pat 4 Pols ma zs i, ‘hy 7 NI Sh RRA ie Ea ee Bae MEGS te ee ee ae i a : | te OL SUERTE SSS tics Mee ait HSI ST Ree RE Lh ie ET Gai ~ ea i RS CEN IEN de ware 2 Say csc TO TOE AE 3 gq ‘ {8 t Yr -¢ ie 0 «mas wa ! sa Md ed EO a. * = ges OS 4 Paes 4 { pane fo Pe pe bpm rr 48 7 TRAFFIC SAVEMERT § | bj (a ; fees aed Sa on meets Rees | | me es feTion, sHert a UY Sees | a J Pe aa ot oe Uy os a 2 Peon ky : apesnaanns oe a} jo — {| . atid Gammel fn 8 “ | ie } | 8.00 7 SPACES @ 9.00'=83.00 8 SPACES @ 9.00'=54.00° 6 SPACES @ 9.00'54.00' 6 SPACES @ 9,00'=54.00° a ‘ Pe i 8 ; i ae 8.00" 6.00 "6.00 0% 6.00 ‘ pe «. L2Roo” ry 2 AES @ ROTM. 9 COMPACT @ 9.00'=81.00° ; @ SPACES @ 9.00'=81.00° g ee ee ae } iia Ne ee sof! ] | Fm b {so z ch ae ae 8 aig ¥ re prin jo | * | | age bak 4 | 4 i ; Pe Tessas , eas: ' ; Bad = f fo | ; 8 COMPACT @ 8.00=BI,00 @ SPACES © 8.00'=81.00° 3 : ie The a © COMPACT @ 9.00'=81.00° ‘ 9 SPACES @ 9.00'=81.00° be sil 4 q el. : fe | 8 aes | bo % cD B| = . im . ae 5.00" 2 i |" | | 5 he a +. ff , 600 «9: SPACES @ 9.00'mg1,00" 9 COMPACT @ 9.00'~81.00' "SPACES @ 9.00'm1,00° 4 $008 SPACES © B00'mBI.00 =| COMPACT © B.OT™~5I.00" oe SPACES © 9.00'= 1.007 bs t Li Lj 7 : ‘ : 7 4 ‘ | = a i : f ey } ; : *| | ne es \ : a, rn : ¢ * © 7 SPACES @ 9.006300 9 COMPACT @ 6.00'mB.00° 9 SPACES @ 9.00'=81.00 a : o - 9 SPACES © 9.081.008 COMPADT © B.KU=BL0F © SPACES @ 9.00'=81.00' : a ee fe — t fr 3 % g ne te bone: 1800 — 136th Place N.E., Suite 100 7 : eee ” A i abe Bellevue, Was ton 98005 — : : tt Cae 3 i 425/747-3177 FAX 425/747-7149 2 E-Mail: mlarch@isomedia.com «0 ou 7 p Ra as ero {i- ae a RAE SN UCU uaNie a: Tue nc eer hey Ee H 6.00" 0 SPACES © Bac otl ed scot dna ate @ SPACES © 9.00'81.00° $ aR. 1) SPACES © 9,00'=99.00° 13 SPACES @ 9.09'@117.00° 00" spe we si ee Ni: PE Pe ' ue | ia aR 3" aa > PY cana : ; EX. ONE STORY CONCRETE BURLDING = oe a hay RL ba _ fs ; Seay 0 ; > a’ SARRIER Gwe | wr /8 8] ie oe : ee E po : 4 i. sei te a sigan dart ay 4 ‘ ee ww 3 S : 3 i) Sale a 5 "4 167 : | : Je « es | m ee Cae . MERRICK D. LENTZ BS — } 3 — iE a 1 STATE OF WASHINGTON in it Powe ie ©.) w tf 4 \ 2 a 8 Bi SHB 8 be ety : é , i os iy eae € ae Hae eo; % 4 i. A 4 ; ; E lin’ © lie ok pi te e —— 607 soo C soo so¢C i a 3 Wee em : Low |§ Bee lE ¥ eae < | i ft e A Sea | ‘eas n Ps e ees ae @ é | 4 | | | 1? ce ! je Lt ise ges so | 5 kate aommane 3 @ 9.00 =81.00' | A vee 2 WPM HER. THAN FOR i = ee ape aemience wasn aeeL. S ONLY WITHOU |: = z TET sa, a ea NTIS PROHISITEL : ie ee ae ° ‘ a * Eg e a “8 4 See te ee ee ee ‘ ad ou | 10491.30 EAST VALLEY HW es si pee ee ia cS 13+75.36 SW 41ST STREET ie sere _ — : ze — See'49'45"W- 39.11" | + RS | Baa Emme ee MED Atay he A GRR Rene IS S U E FO R CO N S T : IS S U E FO R BI D S : 57 ’ - 6 " IS S U E FO R HE A L T H PE R M I T : IS S U E FO R BL D G . PE R M I T : IS S U E TO LA N D L O R D : {I S S U E TO OW N E R : 5/ 1 / 9 8 108'-11 3/4” 6-10 3/4” 19°-2 1/4” 36’-6” 13°54 ai oe 3 13’—6” 3-6” 13'-6" R.O. zi (3 EQUAL SPACES) = 5 (3 EQUAL SPACES) A9.S pion sch nnavennteietncsenscuscemeseeeueeeeees ZS be 2h (nine ee bn 1-2 3/8"| 79 5/8” 7-2 3/8"°~\ | 7 9 5/8" \ ' t ' 3 11'-5” f ty ey | tof. a eee! ae oe as - ‘| CTYP.) |} th - t feecmisteen meme errimmersatoammense 4 ' on en prseanonapee pa ot > T a iz il <{ — — - i y— |S ———i —=1 : wl) _ ' A (co) 1 a NG TV I N S Py COVERED 1 — Xo 7 to ~ NY levoser s : ae ENTRY 7 <L 1 LINE OF CONCRETE—~ | ° bd ie ! NU CURB. SEE SECTIONS : < % ! s+ oO. Ss (TYPICAL) _|9 _ r = bi | Az i Pe) | Sy » r - 3 1/2 h 23'-7 5 /8” é 3/8” tu 4-6 7/8 37-4 ' | 34-4 3/4” 4’—10"5 — UW) = ; Lei N to ; ; 41/244 s 0. pil 3/4” 7 oe “fh a2 We a / re) ig g’~0” R.O. 3'-6” 13’—6" R.O. 2h | | to : = i ES 4 i] 10 (2 EQUAL SPACES) (3 EQUAL SPACES) 2 | i > DINING 8 |> | DOWNSPOUT I Lee wD i | “ sasessy|| (7) : ® __) | ' | if — 1 5 {-— [ _ BS aN j <— 1 00 — < . i ON N &. Ny i 5 ” % ” eee ee ~ ~~ + 03 1/2 ‘i ; B 1/2 RECESSED \-reEcHSSED = > " AQ.4 ~ 7 om £28 4 48” HIGH—\E YFIN. TO FIN. f |/ ane SEE TELEPHONE “y \ - Ve) % ag f 7 ' a a ee ocr CL oe a i" ols my ROW WALL “© 8 BUILT IN PLACE~/ f PRE. RES : iiann Le ) _ \ f hp © N\ = i) 3 BENCH, SEE 1 ‘ Pe Te CLE, 1 LW arr 8 + bs : ~~ ' iv &§ S : NI [la 4s 374 A N yy = DETAIL 5/A10.1 a | Blt Qo 5 WS) Gu: ion i ime Sa 7 i ‘} St i > e THB oy Ld r te LINE OF CONCRET t \) < = = ; q ; >) ‘| 2{ } CURB, SEE SECTIONS = 0 = , , : ; \ i H ! , an a= Pa 7731/2 14°~9 5/8” 5’~10 1/# ra ! CTYPICAL) am = 8-2 1/4 10°-1 13/4 a i 11-4 3/4 ; a - ; i} lt S. DOWNSPOUT = q » a , ; SEE NOTE tol 0 8 4 pee eee eee ety (DD pene cece nen e eee n cece nn cece nn ne ce cee ne enn enn nneennnnndannnnn bs ABOVE FREEZER = 51/2 / 5 1/2’ f 7 i| < i} ow ; a ks | wl | msg A aan i, A | to Q.- = ' H N i Pa f ’ XN = .! FREEZER Pr es 8 5’~6” 4 A t te) (L ; = ' / | A5.1 S Medecine oT ot) ) a. | a ae 1 ° Aha” a 4° /s" ~ $ 4 SEE NOTE #21-—~ ian YW HOSTESS Poe ! a CQ. _ ' Z 7 n i 44 z des te . CY, ie, | STATION OboO N = RSSN / Qn. : : oy | | (ao. YU : ‘ IF , A a ° tf Yj rs ; } x ie it RAMP = ee } 7 as wien —- ; ' OV ey BUILT IN Zumcuan To = ' ~ 1 1 Z; 3 |e Z > PLACE BENCH, \ 6x6 WOOD p--ad-}------ 1 TO I TO H WALL = | OK H = " = ' H ' , SEE DETAIL POST 1 ' EA [41/2 +1/2" IF ' to ey Z tot ON OL” 8 0 ! = = H H ‘ NOTE: Cy alae Tr Po | ~ 3 AlO.5 5/AM 0.1 ‘ 4 = (13) > PROVIDE PLASTIC—< SEE Ki SHEETS Yj} ij = OT “Ng eae : + = = KITCHEN : ey INSIDE FACE OF BAR AREA INFO. GY) ‘ “ SILVERWARE STATION. = —_ ee z 3 —+-o ; |! EQUIPMENT. Yt (LA iS i & : re} i 2 pa | iS io = AQ.2 5 1 ss AA Ups ts 0 ee | & N = ' (=) t ' SEE NOTE #21 g bosscsst 3 .! A10.1/ 2 NS — i los FS z 7 Gy ‘ “I = DINING a am i 92 x z : ~N ‘ ' F tA ‘ ~N Q 1 ID o 5 WAITRESS =—s—si:*SteE iY “ bs 3 1 9% a = COOLER | ns Y | Yj ' ; ~ 7 = 1 low A =r ' \ ALLEY A' : 2-27 io ; ip se cumming «8 STAINLESS STEEL | ef) | | | i] bd FIN. TO FIN, UNISTRUT POST i t | a, FENCE INFO. AT = | io S us a oa becced| oP tN ae ee | [os REAR SECURITY AREA nia S} : ‘o STUD (TYPICAL) SEE Le Pp 2 mw ! en DETAIL 1/A10.1 = el I i] zo = Lor 31-4 1/2" 15-1" & al = fe) ’ : Z on ee \K3.2/ x = = ' ‘| \ A10.4/%5_ ena | [ 65” HIGH — ii A yg Ny = ' bg TY Hh a WALL POLE MTD. LIGHT L i 7 ~~ Bs = iM _ FIXTURE SEE ont oe Vest 1742 gots" a = | a ie 7 me TE #21 REFLECTED CLG. 9 ART 1 R = = . SEE NOTE # rt a = = : A10.5, . PLAN AND DETAIL A10.5 Ww! & i o = = 2 i SEE ELEV 2&4 er 9/A10.1 pe = NS + = 4 H | ' ' Le l A5.3 FOR LOCATI yy _ >a” 3-1 3/8 ea ; 1 H () _— SLOPE EF iy Po ae el io OF BAR SOFFIT Uy = t — f — + H | : iz . “ho; | z i FER Lee Te ae 1S. j ; sow YY ers (oN -1x TRIM AROUND ‘ mS _ ee rz i N|e@ } DOWNSPOUT =aan 6 1'-9" 8 10°" 3/4 a x 1'-4 3/4" 5 1/2" 1'=6 * hn Y a i af (A Taryarei/4” STEEL. * | 461/2” HIGH © 4) pabannn=n4 ra f= Res ie . ABOVE FREEZER Hef Ey jy 4 =o eee a 7 2—HS/B° AVF ty iY J an a a x4 x an LOW WALL 8 ty GAOoo N 28 yt Z pe" ee es aa ; o---}---- Eq] 185 1 /22>eeesc2 ; ~ ie “4 COLUMN “ ca an | age I> D> N 0” = nn Se ’ ” DOOR BUMPER 48” HIGH—~ , TAN TOS AAA AAA i REO TRA RECLECRLELERCELEEEOLS SOAS AY AN OAS AA ASN SARA Ww > Ore as - g ” ih i DOWNSPOUT RECESSED it > SEE NOTE: 2-10 : LOW WALL NAN ARAAAAAAAAAARRRRAARRE CARRUANERRAURUERURRRRRUEUURES : AAAANRAARARARRARRARRRRRRR SS NACARARAN RA SSS S al. <O Np 7 oe i 7 w rh HEATER, SEE = io NOTE SEE K1 SHEETS ee LS Ae ah Aaa fo ele) exe) ” owe Ng | as fe ob t {i _ NOTE #23, " #5 FOR ADDITIONAL t 15'-2 3/4"4— a 1s ‘a eens | ae on bh ?_ Ta eh. is 1/2 DELIVERY - oe - KITCHEN AREA CHAIR STOR-\ | 0 \ "1 go 9" CEAR FIN TO-FIN. SA ee al CB = ! bola | 4 P 8 1/2" ~ INFORMATION. SHELF ABOVE \ 4 a = aE BCU" BOTS) to Pel Wt 1 | Ne 4’ 3-4" SEE NOTE #9 — ia rT " Rio NA9.2] | 1 2’-2 1/27-3 1/p"” ™ 00 aati ~s Gi y ~ 7 ; WALL MTD. “ 51/2” (i ira? —_——— x y . DQOR BUMPER 30'-2 3/4” : 13° REO! P= — METER “ =i SX (HOLD FOR FINISH) 31/2 STR | aS N R tas SEE eral, > =, " Ls 42h < RI a ee . yn Z 10’-10 3/4” ale 7-9 1/4” 3 1/2" ~ TS oe D ae . 4 = ail 6-10” 51/2” 10'-0 3/4" Z (4 Ne ) MEN Je 6 ee * eyo a G1, Z A10.5 Ie 71/2? | i | 8 CABINET = 48” HIGH 4 7 6 Sri S ; _ * LOW WALL \E~ NEWSPAPER 1/2” a | = _ C %+ | DISPLAY CAB. ml fe = tlm 7 L-SEE NOTE 20. Z 15] SEE 6/A10.2 ; “ 5 | i | %0 ; L i. Z " a (7) io é Co ' 1 eo - 1 _ < | ' Top SHELF” PS ‘ ZA NK3.2) a DINING es [ra | Pay ABOVE | 4 ” i w Wy — a IS —— ” STORAGE "| PRP ee | . il LAE H : : We oho”) = NEWSPAPER + | a oe : BOARD wari Z Q | ie \ ee CAB. 1 sea ecco Place N.E., Suite 100 HEATER Z a, oa SEE 6/A10.2 | Kass ellevue, Washington 98005 g m | pe wees 425/747-3177 FAX 425/747-7149 MECH, o Z +. | eee a ‘i E-Mail: mlarch@isomedia.com SPRINKLER ze *, Wy (HC) MS tee) OAR OR EPR Sf 7 a Ure ae 3 RISER IF Z “ why rs) / Ni REQ’D | Z ft d - : i al ——a ' Ss | Tt ——fi! Vir Lf} 1 LL i! _- Zr ZZ Zz ZZ I is hk SN ! AN DOWNSPOUT | Czas } iq [2 ee A f © }.----------- : ge] Bi aaa ae nmi aia REE ce. ne ee aoe ee—ee— oo ————o—ow 9 «| Sh ge RRP REE ESE ons - i Paco dose* fa _ ae | ae ao Oe, aed 3549 REGISTERED putes (©) a .. S ROOF LADDER LINE OF CONCRET a] 1 2) Ss, ° SEE Se) See ee = SEE DETAIL CURB. SEE SECTIONS = terest i] \a6.1/ ‘ a ARCHITECT OPTIONAL STORAGE i" \ 10/A9.3 GMOS | - b(TYP.) ” | \ ON ROOM INFORMATION. , ( 3 bl ceceeeuwrmeenrunmenngifp-naennasnecemenineneannmemmsmamenrnmes F \ a cata MERRICK D. LENTZ . — 15'-6” 16°-6" 19°-3 1/2" .. Ae STATE OF WASHINGTON es o-* f 9-0" R.0. 3'-6" 13'-6" R.O. 2-4" TYP RO. (2 EQUAL SPACES) (3 EQUAL SPACES) : 107-1 3/4 weacaeitih 108’-11 3/4” REVISIONS DIMENSIONAL FLOOR _PLAN a SCALE: 1/4" = |'-O" s 32” min MOUNTED 5. INSTALL 2” x 2” STAINLESS STEEL ANGLE FROM TOP OF Q.T. TO ABOVE CEILING. SET IN. 16. ALL MISCELLANEOUS HARDWARE ACCESSORIES SHALL BE FURNISHED BY THE a S4°MAX AFF. GENERAL NOTES Se ee ae 7. ORWORK PACKAGE SHALL BE FURNISHED BY THE OWNER. CONTRACTOR SHALL FURNISH ALL, LABOR 3 a’mox r » » » 1 . a ; Fasssss Sst seepoessceas , 6. pelle eae ae & A See Eee ewer fuse IN ALL SERVICE AREAS, TO INSTALL THE ARTWORK PACKAGE AT THE INSTRUCTION OF THE OWNER OR THE OWNER’S \ HA ; ne AS INSTRUMENTS OF SERVICE TILE — TO BE INSTALLED over 2” SETTING BED (sLoPeD TO FLOOR DRAINS AS 18 oes WEE ERS WILL BE FURNISHED BY THE OWNER. ALL PIPING, VALVES, THERMOMETER \ 3 TOILET DESIGN REPRESENTED ARE THE 1, USE ONLY MOISTURE RESISTANT DRYWALL IN RESTROOMS AND ALL NON-PUBLIC AREAS SUCH e INDICATED ON SHEET A3) @ KITCHEN, RESTROOMS & BAR ONLY. " FLUE AND ANY INCIDENTAL ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. \ = PAPER PROPERTY OF RUBY TUESDAY AS KITCHEN, BAR, FOOD PREP, DISHWASHING, ETC. Z CONTRACTOR SHALL INSTALL GAS WATER HEATER. SEE DRAWINGS AND SPECIFICATIONS, INCLUDING \. N 4 - INCORPORATED AND MERRICK 2. SPECIAL CARE SHALL BE GIVEN TO PROVIDING SUFFICIENT BLOCKING FOR ALL ITEMS 8. ALL WOOD BLOCKING IN RESTROOMS AND ALL _NON=PUBLIC AREAS SUCH AS KITCHEN, PREPARATION WARRANTY INFORMATION. \ s LENTZ ARCHITECT, REPRODUCTION AREA, DISHWASHING, ETC. TO BE PRESSURE TREATED LUMBER. REA a ec) 5 cat FASTENED TO STUD WALLS AND ALSO FOR FASTENING WOOD TRIM. THE CONTRACTOR SHALL 19. SEAL (1) LAYER OF GYP. BD./PLYWOOD TIGHT TO DECK AT WALL BETWEEN KITCHEN AND PUBLIC A ~~ =| = THESE PROTOTYPE ALSO REVIEW KITCHEN EQUIPMENT BLOCKING SCHEDULE (SHEET K2>, KITCHEN ELEVATIONS 9. INSTALL 2” x 2” <FRP> ANGLE FROM TOP OF QT. BASE TO S’-0” AFF. ON ALL FOR DRAFTSTOPPING. Shosat dl x | DRAWINGS OTHER THAN FOR (SHEET K3), AND ALL DETAILS SHOWN FOR BLOCKING REQUIREMENTS AND ADD ANY CORNERS IN KITCHEN, FBC/IBC. SEAL WITH SILICONE. 20. EXTEND SECOND LAYER OF GYP. BRD. AT DRY STORAGE FROM OPPOSITE SIDE OF MECH. RM. ALTERNATE = / E | ° WRITTEN CONSENT 19 P OHIBIT TO «S| COOLER/FREEZER WALL (BY MANUFACTURER) BLOCKING REQUIRED FOR PROPER ANCHORAGE EVEN THOUGH NOT SPECIFICALLY SHOWN. 10. CONTRACTOR TO RECEIVE, ASSEMBLE AND SET IN PLACE THE FOLLOWING (BUT NOT LIMITED TO): FULL LENGTH OF WALL TO ADJACENT CORNER TO ALLOW FOR UNINTERUPTED WALL FINISHES DUE TO DOOR LOCATION ‘2 ; ROHIBI PROVIDE GRADE ‘C’ PLYWOOD IN LIEU OF GYP. BD. AT 1’-0" AFF. TD 9’-0" AFF. AT TABLETOPS, TABLEBASES, CHAIRS, BOOTHS TWO HOUR FIRE RATED WALLS SURROUNDING MECH. RM.. 8" hols] —4~ 2x WOOD STUDS @ 16” 0.C. WIDTHS AS DIMENSIONED. EN AND ee aa eer ace 11, SILICONE SEAL ALL INSIDE CORNERS AND CEILING IN THE BATHROOMS WITH WHITE SILICONE. 21. 2” BAND WILSONART SLATEWOOD, SEE FINISH SCHEDULE (TYPICAL). lf é FILE 5/8" GRADE ‘C’ PLYWOOD FROM 1’-0" TO 9’-0" AFF. 12. SILICONE SEAL CLEAR, WHERE VINYL WALL PAPER MEETS ALL WOOD. ee ee ces SHE Renee “een eS SWINGS ONLY IF REQUIRED TO ACCOMMODATE 7 a > SEE some CUMMINS. LOW WALL PARTITION, SEE SECTIONS FOR CONSTRUCTION. *5/8" GYP. BD, FROM 9’-0" AFF. TO ABOVE 13. SECURE ALL BAR SINKS, COCKTAIL STATIONS, HAND SINKS, KITCHEN SINKS TO WALL AND I 330 ai Ware max SECTION 1 ON SHEET A10.1 FOR UNISTRUT POST 3. CONTRACTOR TO PROVIDE FOR INSTALLATION OF MANAGER’S MISCELLANEOUS OFFICE SUPPLIES, SEAL WITH CLEAR SILICONE. 23. RECESSED WALL MOUNTED HEATER, SEE MECH. DRAWINGS FOR SPEC. IT IS THE OPTION OF THE RUBH 60" min SHEET % SEE SEC . POSTERS, ETC.. ALSO SEE MANAGER INSTALL LIST SHEET A7. CONTACT OWNER’S REPRESENTATIVE 14. VERIFY THE USE OF BLACK FRP AT NOTED KITCHEN AREAS AND BAR LOW WALLS WITH LOCAL TUESDAY REGIONAL DIRECTOR TO NOT HAVE HEAT iN Te VESTIBULE OR DELIVERY AREA. VERIFY V NOTE: FOR ALLOWANCE. HEALTH DEPARTMENT AUTHORITY. REGIONAL DIRECTOR IF NOT TO INSTALL UNI EA ‘ TYP 4 e ST ALL DIMENSIONS ARE SHOWN TO FACE OF STUD AT FULL HEIGHT WALLS AND 4. WALLS SURROUNDING MECHANICAL ROOM SHALL HAVE (2) LAYERS 5/8” TYPE ”X” GYP. BD. EA. 45 ALL CLEAR GLASS PANELS & LBG PANELS SHALL BE FURNISHED BY THE OWNER & INSTALLED 24. CONTRACTOR TO INSTALL OWNER FURNISHED COAT HOOKS AT BACK OF TOILET PARTITION DOOR ON ax = =P ALL PLAIN FACE OF FINISH AT LOW WALLS UNLESS NOTED OTHERWISE. SIDE SEALED TIGHT TO UNDERSIDE OF DECK FOR TWO HOUR FIRE RATING (UL DESIGN — #U301) BY CONTRACTOR. ALL NON-ACCESSIBLE TOILET STALLS. Alp) SCALE: 3/6" = I'-o" SA-29-O60 ae . NUVI IU SUALE PROJECT DATA E: D A T A \ PR O J E C T S \ TR E C O 0 1 4 \ RS 1 T R E 1 5 PL O T T E D 3/ 3 / 9 9 ZONING CA | [ uw & aa (Commercial PROPOSED FIRE HYDRANT x 2 ES Arterial) ' © 8. SITE AREA £35,932 SF. | || lL A | . | = . £0.8 ACRE | ; | | SY ~ 6 ps BUILDING AREA £4,970 S.F. | | | Q ‘KS x oe CONSTRUCTION TYPE VN (NOT SPRINKLED) | i “Ne OCCUPANCY USE A-3 || | / i, 7 SEISMIC. ZONE 3 ——— ae ee ee H 34°" 6, = = LAND TO BUILDING RATIO: 7.235:1 es nr ire Sr ‘ ape SEE _ Ral BUILDING COVERAGE: 14% a ee ea ne a” te TOT oe 4. ‘ 19.40 : PARKING REQUIRED BY CITY 50 ee ee ee ef a, # . ft aa’ Sa ee Oe ie (1/100 GROSS SQ FT) —- ae } 8 fs ee a a pf YP rs TOTAL PARKING PROVIDED _—— 50 “Pen pa ZT see % 2 4 HANDICAP STALLS 2 yor S \ |e" SN i? m4 STANDARD STALLS 48 a of = f a KN a S iS 5 LJ § 4 br] tbo 4 & _ Pha 20.00 19.10 oo De P|] a) < | DATUM G = fry = % N 7 7 5 VERTICAL: CITY OF RENTON. TO CONVERT s | 8 a Oy 12"cP | “Hy 12"qP Sb ‘a ELEVATIONS TO NAVD 1988 ADD 3.34 FEET Ss | $ 18.85 fe |. TO PLAN ELEVATIONS. 19.10— ee g as te | i. & & i : j ; 7 on S, 6 | ~\ & + | 4000 GALLON | ed | » Irsve ps _ | TRASH Thine ihe Oe im EXISTING 8” SS a (s } > ie g i on he > | {Ra “fis - z S r . a + OH | i — LEGEND H { j j : i * “ if « — es NU iE fe theo) 16.00 feelers au kas = tr fal & PROPOSED EXISTING » EMSTING 12” PV¢ SD | i uy ar cs, aan | an ; S a SF I Tr OLN |. « “¢ + of |} & STORM DRAIN PIPE SD STORM DRAIN PIPE 19.40 9 pooh == <= 0 re ? : oo Pe) ew © ee oe eee SEWER MAIN Ss SEWER MAIN » *: | LANDSCAPE 19.20 . S ; sy, —_ WATER MAIN —— —— WA—— -—— WATER MAIN MCE ——— : r a ee oo oo eee BOUNDARY -- BOUNDARY WER BLACK I 8 4 = |i. RIGHT-OF-WAY RIGHT-OF-WAY HE i ‘ ; a | y, MUST NY Re i i ; Lt ~ i GUTTER & FLOW GUTTER & FLOW CONN. DOWNSTREAM OF 9.70 ~ WL CURBS cee nen meine onimnvmanene CURBS TO BE REMOVED GREASE INTERCEPTOR. ! ly ie fi _ ENTER EAE es aigvrene jae 3. 4” SAN. SEWER GRAY é 8 | l EASEMENT EASEMENT (GREASEY) WATER ONLY i “he | el * ———-——— — 10’ CONTOURS com ene we ems cen men =e 10)” CONTOURS TO GREASE INTERCEPTOR 5 ~ foe a M = ; | i a a a as ca 2’ CONTOURS aE ELE SE 2’ CONTOURS 4, 3” VENT FROM GREASE Fai 9S 120.00 ‘aes PS. |" 2) ; > 1 ‘ @ CATCH BASIN, TYPE | O CATCH BASIN, TYPE | INTERCEPTOR la = al | a a mS = ft -. @ CATCH BASIN, TYPE II © CATCH BASIN, TYPE Il ne | oat bod LN: S AL ho @ SEWER MANHOLE © SEWER MANHOLE | | RUBY TUESDAY) ial seen ea: | a ° i oe Hew ® — CLEANOUT © CLEANOUT : | | RESTAURANT: ike} fk cies a Vig A Thee | FIRE HYDRANT QQ FIRE HYDRANT a i}p. 4b M759 . ny 1 io h GATE VALVE DX GATE VALVE \49.70 |20.50-/| 20.30 4 19.50 miot 4 _ : | P REDUCER [> REDUCER og 3 a —~ CONCRETE BLOCKING <1 CONCRETE BLOCKING ; — W— SINGLE WATER Fa— SINGLE WATER “a | HL . METER SERVICE METER SERVICE 4 \ , 4 j ' SPOT GRADE © SPOT GRADE , el : S oe XXeXX) XXXX *ee.ap \bo0.00 . | _ a | <b } ; 7 a. otf) i << f LANDSCARERY 4° a . AREA | ep Pe: t oe § pry, Jal ( PTT bei | b i i i eae i ‘ ; : ee ai ee a lap | TV | Po reas 18.40 18.70 19.00-~ | \a) --12’"de 12" P+ ee , EXISTING 12” PVG SD _ Mba is ~*~ 2 } a 7 mi ie | | ! a 1 af i ) b. ; : a8 P i . i l aa . D> PS HL ey _ ep A : fea) \ 10.10 13,707 7 | 0 >= . 155.55 8 = Ih S ee ae > - @ ee 71 N is ~ | w a ‘ i) S | iS 3 19.10 19.40~ | A + j aq 20. a \ \! 6 g bs (-\ ( (‘ | & i | qe N : ; , PROPOSED FIRE|HYDRANF | | ! H 19.40 “4 : | DE, ene ise NI : All| SVE eye | Ad * 10'W ; TY OF pPLAL i ; y ai TO | HA ! APR ae, “roll D 30'| CP sp +—ill & REG _ . t } we Ay f pm sy i aa [ yf >. t ( | 1S \ TREECE & COMPANY, INC. ENGINEERING AND DEVELOPMENT CONSULTANTS 320 2nd Ave. South, Suite 200 KIRKLAND, WASHINGTON 98033 PHONE (425) 822-2577 FAX (425) 822-8758 CiroTy OF REIN TOnN DEPARTMENT OF PUBLIC WORKS PRELIMINARY GRADING, DRAINAGE, WATER AND SANITARY SEWER PLAN RUBY TUESDAY RESTAURANT - RENTON, WASHINGTON DESIGNED: _B.G.T. DRAWN: B.M.D. CHECKED: _B.G.T. DATE: 3/3/99 FILE NAME:RS1TRE15 SCALE: 1°=20'H. FIELD BOOK: PAGE: NO. REVISION BY APPR. | 2s DATE APPROVED: ce SHEET: 1 OF: DIRECTOR OF PUBLIC WORKS =D SA-919 O60 IS S U E FO R CO N S T : IS S U E FO R BI D S : IS S U E FO R HE A L T H PE R M I T : IS S U E FO R BL D G . PE R M I T : IS S U E TO LA N D L O R D : IS S U E TO OW N E R : 5/ 1 / 9 8 2’-0” MATERIALS AND EXECUTION NOTES: PAINTING LEGEND 1” PROJECTED BRICK BRICK t (A) | SHERWIN WILLIAMS 28244+3-2Y48 N1-40 MUSTARD COLOR 1 ae 1 . MATERIALS: EXECUTION: SHERWIN WILLIAMS #SW2809 "ROOKWOOD SHUTTER GREEN” s0RN BRICK NTS : VARNRN ; — . > SHEATHING @ WINDOW + . ” SAN PROVIDE 4’ X 8" STRUCTURAL PLYWOOD PANELS AS PER STRUCTURAL. MASONRY INSTALLATION SHALL BE COORDINATED WITH STEEL FABRICATION (©) | SHERWIN WILLIAMS #82719 "RUSTIC_RED ow | —— 3(udoo OVER PT N SEE STRUCTURAL DRAWINGS FOR SHEATHING TYPES & NAILING. AND INSTALLATION. (D) | DEVOE #2BY9A "LYRIC” 3/8” BACKER ROD x V7 2X WOOD BLOCKING NE BRICK SHALL BE STANDARD SIZE (3 5/8'x2 1/4"%7 5/8’) AS MFR’D. BY INSTALL MEMBRANE FLASHING AND WEEP HOLES AT 24” 0.C.. — INSTALL NOTE: ALL COLORS, EXCEPT FOR THOSE USED ON METAL W/ SEALANT AY: <—[ “SUMMIT BRICK & TILE’, COLOR IS ‘CHERRY BLOOM’ W/ STANDARD GREY MEMBRANE FLASHING AND WEEP HOLES ABOVE ALL MASONRY OPENINGS AND SURFACES, TO BE SHERWIN WILLIAM“GLOSS SUPERPAINT BASE B. ALUMINUM STOREFRONT i ~ : Ps. | GROUT. - <719) 542-8278 OR (303) 592-7080 BRICK SUPPORTS. A84Y50e" EXTERIOR LATEX HIGH GLOSS FINISH, ALL COLORS FOR WINDOW Sn : x. - < P USE ON METAL SURFACES TO BE SHERWIN WILLIAM B54-W100 AL BRK MORTAR JONTS WL BE TOLD. BE A TA Oe eS PH me me Seo |) | musta eunhey, ass Finis no exCePTONS WiLL Be = is T . tremens ” - # PERMITTED. ALL CONTAINERS OF SAME COLOR MIXER SHALL HAVE o> FACE BRICK OVER AIR SPACE ALTERNATE MATERIALS: ADJUSTABLE ANCHORS & HECKMAN (#316) 3” WIRE TIES ABOVE ROOF LINE IDENTICAL SHAKE TIME Ls OVER 15# FELT OVER @ 16” 0.C. VERTICAL, HORIZONTAL & STAGGERED. . wala s ~ WV) ALTERNATE BRICK SHALL BE STANDARD SIZE (3 5/8°x2 1/4°x7 5/8" AS CONTACT: WILL BOSTIC 1 (334) 471-1438 WOOD SHIM q PLYWOOD OVER 2X6 WOOD , MFR'D. BY “INTERSTATE BRICK COMPANY‘, COLOUR IS ‘BLUSH’ W/ STANDARD ALL EXTERIOR CAULK WILL BE 25 YEAR SYLICONIZED PAINTABLE CAULK. PALL ROOF TOE EQUIPMENT OVER 7m ABOVE IBULUING Wane —- STUDS @ 16” 0.C. 4 a GREY GROUT. - 800) 233-8654 OUTSIDE OF ROOF SCREEN SHALL BE PAINTED "ROOKWOOD 1X WOOD TRIM IN 2X WOOD CROSS BRACING a tH ( SHUTTER GREEN”. ALL EXTERIOR RLM LIGHT FIXTURES, PILASTER LIGHTING & pe Havers ee Oar" Ok, NERRCALSY . SEE ELEVATION \ > CEMENTIOUS FIBERBOARD ASSEMBLYS SHALL BE PAINTED ’B’. PS : WW) ae cane (2\TYP. PILASTEA DETAIL SX Wt |) PROVIDE 4’ X 8’ STRUCTURAL PLYWOOD PANELS AS PLACE HORIZONTAL 1/2” FLASHING AT ALL HORIZONTAL PANEL JOINTS. ele SCALE: 11/2" = I'-O* N re .) APPROPRIATE. SEE STRUCTURAL DRAWINGS FOR SHEATHING HORIZONTAL FLASHING DEVICE (”Z” STRIP) TO BE SHOP FABRICATED ‘. —| SCHEDULE GALVANIZED METAL, SHAPED IN ACCORDANCE WITH THE DRAWINGS. ALL VERTICAL JOINTS SHALL BE CONCEALED UNDER BATTENS. SEE 6/A6.1.B (TYP). <f EXTERIOR FINISH SYSTEM (CFB) SHALL BE 5/16’ THICK, SMOOTH . PATTERN, CEMENTIOUS FIBERBDARD: (CFB) SIDING PANELS SHALL COME PROVIDE 1/16” SPACE BETWEEN ALL ENDS AND EDGES OF PANELS; EXCEPT IN 4° X 8 9’ OR 10’ SHEETS OVER 15# FELT. ENDS AT HORIZONTAL FLASHING SHALL BE BUTTED TIGHT. (3 Pil AS I Er DE I All ‘ ALL EXTERIOR WOOD TRIMS AND BATTENS SHALL BE REDWOOD OR FIR (S49). BATTENS MAY BE SPLICED. NO BUTT JOINTS SHALL BE ALLOWED. SCALE: 3/4" = I'-O" ke TRIMS AND BATTENS TO BE FREE OF LOOSE KNOTS, SPLITS, SURFACE ALL 45 DEGREE JOINTS TO BE KEPT AS HIGH ABOVE GRADE AS POSSIBLE. DEFECTS, OR MARKS OF ANY SORT. TRIMS AND BATTENS TO BE COMPLETELY 7 CAULK (TYP.) PRIMED, INCLUDING BACKSIDES AS WELL AS CUT AREAS, VERIFY WITH RUB CAULK BUTT JOINTS IN SIDING AT ALL INSIDE AND OUTSIDE CORNERS WITH i WS) TUESDAY REP. FOR TYPE OF SPECIES TO USE. SILICONE CAULKING. CAULK TO BE PAINTED TO MATCH EXTERIOR MATERIAL. WALL STUD < FINGER—JOINTED WOOD WILL NOT BE PERMITTED ON EXTERIOR TRIMS AND ALL EXTERIOR CAULK WILL BE 25 YEAR SYLICONIZED PAINTABLE CAULK. — —_» BATTENS. | — LL BATTENS SHALL BE INSTALLED AT 4’-0” 0.C. AND BE SPACED SO AS TO COVER Lu noe BATTENS SHALL BE 1X2 WOOD TRIM (S48), ALL VERTICAL SIDING JOINTS. NAIL BATTENS AT 16” 0.C. VERTICALLY. a Minn — BATTENS SHALL OCCUR @ STUDS, IF STUD SPACING DOES NOT OCCUR @ 16” 0.C. NAILS FOR TRIM AND BATTENS SHALL BE ALUMINUM OR HOT DIPPED ° (CFB) i Peewee ne ee eae ee PROVIDE ADDITIONAL STUDS BEHIND BATTENS FOR FULL NAIL PENETRATION. BRICK DIAMOND DETAIL (- PENETRATION OF STUDS. REFER TO SHEET S3 FOR EXTERIOR SHEATHING SCHEDULE. ‘ Gea) SCALE: 3" «= I'-0" NOTE: INTERNALLY ILLUMINATED CONTINUOUS CLEAR RE CENTER BRK NO RLM LIGHT FIXTURES PLEXIGLASS SIGN. FACE COLOR TO NEON BAND IN 3” CHANNEL CUT TO Fi TO BE USED WITH BE RED ROHM & HAAS #2157. W/ 4” RACEWAY FOR INTERNALLY ILLUMINATED RETURN OF EACH LETTER TO BE PK HOUSING SIGNAGE SHERWIN WILLIAM ROOKWOOD SHUTTER GREEN W/ 1” GREEN JEWELITE TRIM CAP, NEON TO BE ‘RUBY RED’, CENTER SIGN BOTH CONTINUOUS CLEAR RED NEON BAND IN 3” CHANNEL W/ CLEAR PLEXIGLASS FACE ) ~——————- (4) SAILOR BRICKS ON INNER BORDER 1” RECESS 6 BR I C K CO U R S E S —4 ” FR O M TO P OF SO L D I E R CO U R S E DIRECTIONS. FACE BRICK OVER 1” MIN. AIR 19°—10 1/2” )® & a = TOP OF PLATE \_ * ROWLOCK BORDER (4 Hy LI HAN Snail HTT OAUATAN/(QATAATOTAAITONOATOTOATORTOTIATIN i CONTINUOUS CLEAR RED ' 4 HE TRC EASE EERE CATER IN BAND IN 3° CHANNEL Li PETA TN LUTTE TIT | i CETL TT a ere ; ——— beer W/ 4” RACEWAY FOR 3 od cc E = | 1 | PK HOUSING ©«G : f ccm = | | | | | > ”» . eer 4 5 Fa > f- STE aE | +18 8 (a Hr ] TTT TTTt T r : — : {ac ” * WT soot *. F | | Dice oF PAE TOT TT : ; | TOT MT aut TET | | | TAOIST TT : | : TUL HVVEEERS UE H | | || | | HH ! ; = ! A /SUREEREOOEE Cece pe — 7 | | Ba | | eae : : —_ Lael = = —— : ed RLM LIGHT FIXTURE Ve —— = P SEE SHEET A4 = ~ — (4Nea) FOR LIGHTING LEGEND = 1 _ z— =—=" j | : fl ee ['.o* [ oe FONTOQQQQQNN (ECE CGS c1 009 DOQOOQOQOQONOQAGREQUOOOAAAAAIONTNC UII NAC.IG) coats. 112" «1-0 MERRICK SURFACE MOUNTED eee yet r | | = u | [ies rt | | oe a ) SEE LEGEND ON SHT. A4 — IE + iH | | | 2 i H 3 | 3 —e TEP | | Se moe ns \ II 2 Fr @ | Q SURFACE MOUNTED | Ss Stee \ | TUS —tr | UP_& DOWN LIGHT SEE ————— AWNING SEE | VEE ci See | LEGEND ON SHT. A4 = | DETAIL 1/A6.1.B AAA AA _ ALY LALA ALLA AAA LA iA AAA KD NA PA UNA ALA FE NAN NAA —_ +11'-9 5/16 FOR PATTERN oe in| ee =< a 4} —— ee TOP OF PILASTER LX 5 - 7 . \ —-+t— Ya L SOLDIER COURSE a ; ' Nay RA (10 =a. VAAN | ALUMINUM Vy AY : Vda ALUMINUM = Oo AM OF “AAA | STOREFRONT AAA AAA STOREFRONT mA A6.2. = ‘\ | WINDOWS 1 \\ & : \\ I SEE SECTION \\ \\ SEE SECTION WA ROWLOCK COURSE ————7" | ~t © T i \ \ \\ & FACE BRICK OVER 1” MIN, ———————_ WA ROWLOCK COURSE ————*+ “t a % \\ on © elite eth nie A Mallia ooh Ces TTT a eB Ent | come inh coe ton reer | | or WOOD STUDS @ 16” O.C. a PH ee} tt et EIT Pere — roe AT tert eee ‘I i EPEPETERCERET ER PEE ce 4 RUNNING BOND ————————- | © al i i it -4 . { 5 B TITEL TT TAT TUCUTT CETTE T TTT TT irtnassssans TIE TTT TTT TTT aT UTAGAATAOAAGAATAAAATONT (FRORAAAAT TTTTI TTT TTT TTT TTT TTT Ti TTT TTT Ty ” | | MTT iT cn TT MTT | vanean TTT MITT THT PROJECTED BRICK 1 - HFVAIRTAAATVUARATGGN VGMAOGOAANOGKA GOMREAET AU RAREARER RE ARERERDESGEATEERERDOU EG) UUEEERE EARITAANAAUAASNATOQKCG GUOQKTOUTUOQUIOGNIT LTT UTEP TT as O- An s A. | | | FAONT BLUEVATION a OCALE: 1/4" = |'-* | | SEERA NOTE: ; | | 1800 - 136th Place N.E., Suite 100 . PROJECTED BRICK 1 | Bellevue, Washington 98005 CONTINUOUS CLEAR RED ALL UTILITY BOXES ARE TO BE | | 425/747-3177 FAX 425/747-7149 NEON BAND IN 3” or PAINTED TO MATCH BRICK. E-Mail: mlarch@isomedia.com : 1X2 WOOD TRIM BATTENS @ 4-0 CHANNEL W/ 4” RACEWAY » ROOF SCREEN BEYOND | ee eet 0.C. OVER 5/16” (CFB) OVER SEE DETAIL 12/A11.2 ALL SURFACE MTD. UTILITY OR PK HOUSING #15 FELT OVER EXT. SHEATHING BOXES, METERS, ETC. SHALL 251 8 1s'-10 1/2" geval SM ACE IusHes FLOOR CTP.) | 38 ! NI? ] = LE lac 27” ABOVE FINISHED FLOOR. (TYP. ol S ee Eee COOLER/FREEZER ONLY. {ry | | of 8 | equals Gees ee WEG : PAINT TO MATCH BRICK. " ' DOWNSPOUTS & GUTTERS ARE TO 2 sal lw 3549 \ BE PAINTED TO MATCH ADJACENT = " BAND IN 3” CHANNEL W/ emai A9.4.8 \ BUILDING COLORS. | REGISTERED CLEAR PLEXIGLASS FACE | 4 44" 4" | ARCHITECT , 5) +16’—6” | eee a MAE ” AG SUBSTITUTION FOR Pant | TOP OF Blasi | MERRICK D. LENTZ ATA LEE Hu EE TT TH HoH ASAI EUUL oan | ; SOLDIER COURSE | STATE OF WASHINGTON == | a ROWLOCK COURSE ® - | om y = [ A i , R U | POR atl E i } 8” X 8" 22 GA. | ©- | i = asst I ran | 1 | . ; GALVANIZED STEEL GUTTER @— A A i MTT a MTT IK | 4” VENT THRU WALL | BRBERT oo TTT Sani ani iT NATNUINVATITIVITNTNITINIIII mm tk | BO Tie te Maten BRiek RUNNING BOND | | KL—*prul JETT ATT | TTT ET LTO MATCH ADJ.| WALL FINISH CTT) TT = Libel Tf =e ~~ soupier course , TI REVISIONS == 8/8 i OTE — TT Cy fi 8” x 12” GALV. ROOF — a FACE BRICK OVER 1” MIN. » ; @— © SCUPPER W/ 6” x 6” L_| Ld f AIR SPACE OVER 15# FELT Tule eo | ° | | @ DOWNSPOUT i” ad ae i OVER SHEATHING OVER 2X6 +-——©). x Z H : WOOD STUDS @ 16” 0.C. ROWLOCK COURSE————> ; an N + 4 x | COOLER/FREEZER —_~ 6"X6” DOWNSPOUT ——— [fo pe J NO PROJECTION. . en AS INSTRUMENTS OF SERVICE CONDENSING UNIT, SEE PAINT TO MATCH Lone la | | Ee Gane Ge THE MECHANICAL, PAINT BLDG. COLORS / 6°X6" DOWNSPOUT PROJECTED BRICK 1” S ” @——+ ———— TO MATCH BUILDING ATTACH TO SIDE WALL PAINT TO io )6=COCUC DESIGN REPRESENTED ARE THE » i COLORS O = MATCH BLDG. COLORS S +1 & PROPERTY OF RUBY TUESDAY FACE BRICK OVER 1” MIN. . = —— — ne 3 RUNNING BOND ———————"+ 1/2” S HS © INCORPORATED AND MERRICK AIR SPACE OVER 15# FELT ee = aa 7] a | | ( / N ed ©- LENTZ ARCHITECT, REPRODUCTION OVER SHEATHING OVER 2X6 CUSTOM WALK-IN COOLER/ FREEZER - = = = = ; ROOF LADDER AND © OR USE OF THESE PROTOTYPE WOOD STUDS @ 16” 0.C. FURNISHED BY OWNER, GENERAL CONTRACTOR = E = Py ACCESS SCREEN | | | DRAWINGS OTHER THAN FOR @®; — a TO COORDINATE AND ASSIST MANUFACTURER | — = e = = —| F=4 || SEE Tails | % @—- GUIDE PURPOSES ONLY WITHOUT TOURS CO ee WITH INSTALLATION OF UNIT AND PAINT COP rt i as " rT] Oy 9&10/A9.3.B WRITTEN CONSENT IS PROHIBITED. r— EXTERIOR OF UNIT TO MATCH BUILDING (VERIFY Te SAWack GREREE +0'-0" o 4 |-—— COLOR WITH FIELD REP.) i | : FINISH FLOOR Ana) MBAR Reena avd TOsaT VVANIA SSvOAATTVBGOATT COT Pa 7 = = sali saline) KGulaee SOLDIER COURSE —————™ 00 if — FILE AV ANAAAVNN AAVVOMATTGOAHVOQUV00Q4T00t=m/EQQQ40000 0000 E0000 (000 8” PVC HUB, PAINT TO MATCH BRICK —= |“ [| | — 2" oy [| | | an | FINISH SLAB DATE 3-8-99 L | SEE CIVIL DWGS FOR ——~| | | | i mes (@\PILASTER DETAIL PILASTER COLORS REAR ELEVATION SCALE: 1/4" » |'-2* Yel SCALE: 3/4" « I'-0" SCALE: 3/4" « I'-" > Sh 99-06 © : UNPUBLISHED WORK — i MERRICK LENTZ ARCHITECT 6" ASPHALT PAVING ———, ss |. GRADE @PLANTER—G ha | | | re es SIDEWALK sf EXPOSED AGGREGATE \X«) - TEXTURED FINISH ON | RAMP SURFAGE - 3” WIDE PAINTED STRIPE | ~ “Oy ie. : ote ae 4—— PROVIDE 5’ CLR. @ TOP OF RAMP aes meet M } f ‘RR I K oa | oH 4 be. i . Siti Sai Slee: , : ; EQ & -h D ce ATT ae Cc Sea # | BNT 7, ; 1} ee ae BAINTED NITE 7 ie ; = : whee ee, Fy a8 Fo OS o OME all | ge ae ; : ) i pony ag ae : CEC: ~ oO ge Qe eat Th ; ee Sede ae i a ARCHITECT _ DISABLED. PARKING SIGN i | D\_BARRIER-FREE RAMP STs : (a, _ EXTRUDED CURS DETAIL 408-608 SCALE: NOSCALE «08-604 “VJ SCALE 4 or : Rae eave A-lJ SCALE: | 1/2"1'-0" 4’ TO FI N GR A D E if . t~ “SITE SQUARE FOOTAGE: SOT . J OFAULLO ww 9.UuU —OI.UY 6.0U 6,00 YS ts ee NS ot ae 6.00 oa OC 4S BUILDING SQUARE FOOTAGE: 4,970 SF. : | oe Ok 1 oO : 4 at + 6.00: : eres . ’ 4 ; ‘ 00’ HY i PERCENTAGE OF LOT COVERAGE: JAE 90’=54.00° ©-°9 § spaces @ 9.00’=54.00' 6-00’ 24.00" 6.00 8 SPACES @ 9.00’'=72.00° 5-00 e | —-——41 ©. ; LANDSCAPE SQUARE FOOTAGE: 2,193 S.F. i . +s ——_ — : ; —iee| | ame a. fe ~—— i ; BUILDING. HEIGHT: 197-10 1/2" ip Bee he aes 4 | r~ —, a zZ 1 | &: eee x —_, o | is sR. © | cre uae < BUILDING SETBACKS: 126'-0" FROM CENTER | : | | f Tos: | | . | ) : SR Q Le * | | } OF EAST VALLEY HIGHWAY i i | i { H } | % } \ ; TYP O. y ' once” rv ae fae N.E. Satan 100 | | 2 . | 4 es Oy a aa f ‘ mane Nf WY) Se LA Mashington 90006 F : : ; { } | } j | i 4 i : Po eS ae ee. oe | eet Rel a sag/rar- sir” FAL sre ga : : | ao ae | | | i ei ae ae ; REQUIRED: 50 ; : L nt within a ae : 2 - a . s : * : 4 H i { ae fy STANDARD STALL: 9'x20' Ware be aa . ‘ ‘ med oe ba : ie COMPACT STALL: 8'x16" MY he a Si age oe ; : ; bf i : pan f STANDARD STALLS PROVIDED: 41 ities aie tea ak ii Saige Tae PORE ee Ne uD It : COMPACT STALLS PROVIDED: 7 | | DH ie ACCESSIBLE STALLS PROVIDED: 2 | | | | | Sete ta ate 3549 | REGISTERED WHEEL STOPS ARE PROVIDED TO COMPLY WITH e hie Pe ‘ ARCHITECT * ORD. 4-4-080 SECTION 'G’ NUMBER 4 Bi ? * 1 ’ i - ae ae " ree ; A : # ‘=7 “€ : 30 queer o: SPACES @ 9.00 =54.00 6.00" 6.00’ - J ma ~~ @ 9g 0 2.00 : thd ’ MERRICK D. LENTZ 4 ot STATE OF WASHINGTON oy ted pe A a 7 Meade Tipo ae? prone? Name | : 2 SPACES Fol 9.00'=81.00' mig’ oN. CAP BOND BEAM @ +4'-0" AND @ TOP W/ (2) #4 Lea EX I S T . LS eh e s O ° r o ) emint beg MATH BUILDING a mt : Sie! re. ol Pay 4 _ soo 2} RESTAURANT EX I S T . LS OXOxXlI6 CMU. WALL SPLIT FACE © EXTERIOR #4 BARS © 48" OC, VERT. 9 SPACES @ 9.00’=81.00’ 6.00’ AND 8" FROM CORNERS — 9 SPACES @ 9.00’=81.00' fo i = = by m 2 6 SP A C H S @ 9. 0 0 ' = 5 4 . 0 0 " ed 5 ee one a . : ag ae ; os yee ee. oe q 6) | ZI | : LIT ee ae Cnc V2 % 8 : ad ee ee ee a pe | sees eng Hee RENTON, WASHINGTON — see8 on ed te a 1 A ck ees G © eso - TYR. d i di ; 4 2 , a EMRE beak Ec Oe ETO Sac Gs Hes < : 00 4 Og | yn" ae eg 48 10 ‘ i 6 | ; x i a ; ! ZO N E _ B R E A K RE S T A U R A N T RU B Y TU E S D A Y | \ | fo) i / i | i) st i | eo. , ee ee ey tae oe : % we Po Ty | \j | bh Oat TC WY Tt Sa | Y; ae j ae ~_ , os i eal 31 ogi caer Ree 4 4 eagme I a “a 9 SPACES @ 9.00'=81.00’ 6.00’ a] | : 7 ; ' ge ee 3 ‘ 30 (Oe ee eet DRAWING TITLE od 9 SPACES @ 9.00’=81.00’ ORs ae a — N\/ eee! | ‘ . ~ erat — ~-—— Ps | 28 | fi iy | > ' i | | : et OS 8 aces One rae By 28 | ee ae maak . “ | | wh rireiate, Geupgrys yo Gh crag neta een otter tactotyt Am Bie | aes | | is A wm ; ee | ! 49 | ~ sR. Ff op ia" chy : : x | | DATE 3-14-99 | Pee od Be ie e DRAWN B Rem 1 Ae pa 6. 5F. OF th | . aad 6 ; ae SPACES @ 9.00’=81.00' 6.00" 84.00" hes > oe Be eee ek es ne He Sy CR REVISIONS | zl i , ~ -§ SPACES @ 9.00’=81.00" 8 SPACES @ 9.00’=72.00" . Pee Lx Oxl& CMU. WALL SPLIT Ae ] aa pe r e r e r e r c e } * * an ln e d n i t i n t a t o n at i n g < SE E R E A I G OLS se t s pe Sa LINK SATE : 3 1 RO S er e r e n Fa c e c s r r e m e ie os ls eee Bs RS FS G @ S N a E bs ! s Ci e l 1S b Ad e e ) Be r m a n ey ty Ne ; = Line oF FOUNDATION u es as Veet | / 4 / | ani | | ra i | “ | | “ay? race 2 Oe : at UNPUBLISHED WORK AREA OF eT AREA OF | 1 ©1998 MERRICK LENTZ ARCHITECT | CONSTRUCTJON | Q gO CONSTRUCTION | | > an 7 bl | | -~ ~ 7-7 A) : | | x | It —, | { “ 2a TSUAI gl . 1! SJE [al ey Aye, |) [2 )3]4 _ nos ifofs|a | pelo ar 1 Bice: r | ! | Pir) > | fa, has, ae. 6 | ¢ 7 SL — Ss = <i] 6 ; | | SL 4 4 ey So 4 / 4 ? 40 _. : { H Q 4 4 | M. \ ¢ 2 ee 4 | | > ww OL a iz | |> on | Lz | | pa. _ | |< : L (3 RRRICK | YS 8 , |S ow g ae |S M = 4 | M — s7 \ | , ¢ a | ,|=x = “Tees ) . |= | 216 g , \ BVO | aaa ; M c — iY ; WA | y|o | oe - WA i | yi | 2a | a | sh |: 1 0) Iroc Sk | P~ : \ Lf CO] a M a gO] a. -~ <{/ u a i~\ <( i | «f) ! 7 | > N , . gf) (/ 7 17.6 rd > CN r | tl iy | i PS iy Gi tt 12 € | Fe ee ky, | i M i LJ { i F Li / ; \ wa | _y _y / C > _I v | x . _y _y , f qa SSS _ __I Vv \ bog m / . \ LJ M i 4 r \ aa) Zz | bd 2 > \ aa) Zz 7) ae a 14 C | y e | > PL / ! | | v2 kD ! 6 ! / = I | Z : | / = ! fi i \ 4 4 f , YW SN (() Il ’ Zz - i \ Ww N “ q) Il ,@ J z= ra | \ | ep) \ M (y a _ J Pr Pr ey / ep) ii} ! ) | _y (/ x | ; ) i _y 3 < | us (y/ : Lu i os . (y Nn oye woe us 1800 — 136th Place N.E., Suite 100 i | ee j . nr Hf os” Bellevue, Washington 98005 / | | I] ~ / 55 : : 3 i) * 425/747-3177 FAX 425/747-7149 / " / | 7 i “| | E-Mail: mlarch@isomedia.com ft ial Pr i ToN M)y i . 1 8 yt S a I * | M | | | | H i . —_~—.— J — — i | LZ 2! 4 ry | | oe L oe i a ; 3 a ir 4 a icp < p12 |}CPagFR— epee 3549 4 ; 4 ; ie cP | i 4+ REGISTERED > 19 i ° / | ARCHITECT | 26| 25| 24] ,23| 22 | 21 |\ i | ay 6 / | | 20 \ | Le i] ; — fi if MERRICK D. LENTZ y “ Js I | UJ ° / ; Hh | STATE OF WASHINGTON SF wl et ek ee | i | YS DS HI | a ? : | Hi | Hd gr | i : = {| : i / , ‘= i y | yy, | Hl oo | PROJECT NAME GRAPHIC SCALE LANDECAPE IRRIGATION PLAN 2 ewe h . ZN LANDSCAPE PLANTING PLAN Ve 4 Ne al hg ; [te Lait NORTH SCALE: |"=20'-O NORTH SCALE: |"=20'-O —10l— ( IN FEET ) eakie 3 TUESDAY IRRIGATION SCHEDULE PLANT LIST E ctr. sym. botanical/common name slze/root/epacing/remarks WATER SOURCE REES . —W— Domestic water service - connect at approximate location shown Acer palmatum 'Sangu Kaku'/ 1%)" cal/8' htmin, B4B, full TIE-IN ASSEMBLY \ Coral Bark Japanese Maple MEN TON WA, / I%" cal/3' ht. min, B&B, clear trunk to 5' ht., full I" Backflow Preventor - Feobco 8O57 double check valve assembl Fraxinus pemsylvanica 'Patmore'/ I = penney Patmisore Ash I" Pressure Reducing Valve - Wilkins PRY-600 Series - if needed SHRUBS 34" quick coupling valve for winterizaton A Abella grandiflora 'Edward Goucher'/ CONTROLLER Toro @-Station Vision Il Plus Controller - V2-P06 Edward Goucher Abelia 18" ht. min. 4' o.¢., Full locate as directed in building @ Berberls thunbergil "Kobola'Kobola AUTOMATIC RAIN SHUTOFF ce Duar Japanese Baers a 24" ht. min, B' o.c., full amellia susanqua 'Setsu + i Aaedl Nei ae eer ure Zone Data Sataucalien Suesneue cotvallise 24" ht. min. specimen form ZONE VALVES volume TREE STAKES H Cistus x 'Hybricus'/White Rockrose* IS" sp. min, 4' oc. © Toro |" Electric Zone Valves - 254-05-04 Zone | 10.4 gpm ® Illex crenata 'Green Island'/Green PIPE Zone 2 230 gpm o& HOSE Island Japanese Holly 2 gal. can min. 24%! o«. ll Scheclule AD - Ibe. Ores TREE M Mahonia aquifolium 'Compacta'/ —— SAWS PYC main line pipe eae Compact Oregon-grape 2 gal. can min. 242' o.c. oh ea a a , ; hown) Rp nS N Nandina domestica/Heavenly-bamboo 18" ht. min, 3! o.¢., full eeves Scneduie Ve unaer all pavement (not shown NY) TYPICAL A FP Pinus mugo mugoMugho Pine 16" ht. min., 4' o.c. PICAL ALL PLANTS ASCIRDEO VES DRAWING TITLE size to be tuo pipe sizes larger than pipe contained place bare copper wire in all sleeves I" wire sleeve (not shown) under all pavement, through walls and where main line not present HEADS - half unless otherwise indicated O Toro 5' Spray - 51OZ-6P-5-x-PCS @ Toro 8' Spray - 51OZ-6P-8-x-PCS M Toro I5' Spray - 51O0Z-6P-15-x-PCS Operational Data 1. DRAWING IS DIAGRAMATIC. Common ditch where possible. 2. Verify existing pressure prior to commencing the work. Design pressure = 42 pei. 3. It Ig the Contractor's responsibility to determine quantities. 4. It is the Contractor's responsibility to conform to the requirements of governing agencies. NOT THE IRRIGATION DRAWINGS ARE DIAGRAMATIC. FOR CLARITY, PIPES, HEADS AND/OR VALVES MAY BE SHOUN IN PAVED AREAS. ALL THE VALVES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSING LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS IS POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. * PLANTING PIT TWO TIMES SIZE OF ROOT BALL * PRUNE ALL DISEASED AND BROKEN BRANCHES * PLANTING SOIL MIx TO BE 2/3 TOPSOIL, 1/2 COMPOSTED MULCH STAKING FLAN \\ 172" BLACK HOSE W/ 2 STRAND 2GA TWISTED WIRE i Sy q b- rO, 3-2"K2"K8'-O" STAKES SECURELY DRIVEN INTO GROUND. 3" MULCH IN BASINS Vt BEDS SN Rea Che PLANTING SOIL MIx 3" TAMPED PLANTING SOIL MIx UNGLAZED PLANT PIT SURFACE SHRUBS TREES TYPICAL PLANTING DETAILS NOT TO SCALE MHAQQAL Rubus pentaloba/Taiwan Creeping Rubus PLANTING NOTES 4" pot, 18" oc, plant in triangular pattern |. Plant trees, shrubs anc other plants according to the Typical Planting Details. 2. All planting beds shall have 5" approved composted mulch, the firet 2" tilled into the existing soil with the remaining 3" placed as a mulch. Remove rocks, sticks etc. over I" in ang direction. 3. Meet all requirements of the City of Renton. LANDSCAPE DEVELOPMENT PLANS DATE 3-11-39 DRAWN BY HE CHECKED BY REVISIONS HERMINA EHI<LICH DESIGNS ; landscape = <<) =, : i ee oe eee te en architecture & COP = Choe Lie site planning ly OBR PLA | 78 north 73 street = APp pO seattle, wa 981038 fom. 9% hog Ph 206-784-8604 “Cry, Fx, 206-789-6855 “Hy Sp ; S ag Bi or 5 by me . # o . aa — aoe ; f : P ton t $ f Oe : Me J] aa ASPHALT PAVING B ‘ Fs : ‘ ry STATE DISABLED aie GRANULAR BASE PARKING PERMIT < —WHITE LETTERING 3 REQUIRED SIDE VEAL IC ch q y EXPOSED AGGREGATE <—L 3” WIDE PAINTED STRIPE TEXTURED FINISH ON a x 4 VAN RAMP SURFACE + & Li ONLY, TYP. 4+——PROVIDE 5’ CLR. @ TOP OF RAMP : S) bas | oO 2" DIA. STEEL PIPE, = PAINTED WHITE : x N J “ i, Ries ie |)\ BARRIER-FREE SYMBOL fo \ DISABLED PARKING SIGN (a)\ BARRIER-FREE RAMP | (4.\_BXTRUDED CURB DETAIL Se a 5 m - i ¥ * “ ‘a “ —-lJ SCALE: No SCALE 4-09-08 lJ SCALE: No SCALE 404-004 -VP sce: 1/4" @ PAO" : 4-04-002 A-| SCALE: | I/2"s\'-O = | ‘ 4 & | 1) ea SITE SQUARE FOOTAGE: RUBY TUESDAY = 35,932 Meter 4 ACT ill THEATERS = APPROX. 531,600 : : oe (YY b BUILDING SQUARE FOOTAGE: pene oapet a i a et BER apg ace = Lora os Maal Se Con at + Se = ir ear ‘ 1 ONG ReLEN HWA ii dhe he 0, a C A ae . soul 2 % BINDING SITE PLAN FOR BURLINGTON NORTHERN ‘ aug - ae | \ SS 1eOe Shs 2 BSP NO. 014 - 92 , i ee a PERCENTAGE OF LOT COVERAGE: 13.8% ee 1 : © ” ’ ae : t eae : EXISTING HOME BASE e tee aren oe ian ti LANDSCAPE SQUARE FOOTAGE: 2,193 me re pes oe ie beth Qe ? CG { GEG BER = - ick . st 5! Lh, a NCRESS, EGRERS, ORAINA Si eS es 2 we i ‘¢ > “ - tk x . F bat Bae ae > BUILDING HEIGHT: 19°-10 1/2" iS O66 at A. ide Sa t i RA tt p PM SUNT AETLAND AREA ! ‘,! a ASC) TEMPORARY GRADING EAST 154.00" SRBO9'5 1" 875.52 i i sais YS Baise aS oF in i 4 } ' y \ P44 B PeRS gue 10° o baie EX © 3p j <j <i BG 1 : BUILDING SETBACKS: 126’~0” FROM CENTER Lea SG _- a pS SEE — - ——_ - a A i OF EAST VALLEY HIGHWAY th sei yeas voi af ER. TE Bie wh j } aN | 16 Hips ane we Wa # nected « ms oe eRe BP og . w st Pane « # f. eee a ae meee < Lt 1B ; “ (a a ¥ a a = swrcese vores ba sincanay_ Ot eke Se +0 vie > x tat i ee 4 4 | + a ae ae ae eee a ; ea a ae oo ee i — : ns i, Sate Se ee ee + 426 Lat i se we LE ABTA pe er 7 eR ra 7 tif | ; : hie lt ek Ree sec: Lz ee : a 7 . ; 3 \ FS a os Pe Page yt ee | Pa + Gesesr 3 7 : % on o's 13.00 | Fe Pee ee i 4 } m ae Le ees 18 a eae te , Coe - ; f 1 3 it at ft . * i Die ie 4 iB PARICING : pe ds hata ‘heads uit . TG SPACES @ 2.00 04.00 g.95°6 SPACES @ 9.00'=54.00' 6 047 6 SPACES © 9.00'=84.00' do 3 cE$ ——« : e ge % bears % REQUIRED: 50 #18 ‘ be Tht Sacto sore jo — romero saree ey secre enero | 5 } care ‘Jie. uo j Sista mes 20 : ex unury easement nee | . PT Ei Soe | a He el “ > STANDARD STALL: 9’x20’ r- Bie j | : ty ‘ } Ga REReE i : 7 hi a he COMPACT STALL: 8'x16' Sane ‘s sd appemmcan cmeeree eg I ee eee a eee fee j 4 ‘ ¥ v4 : ie 1 =a STANDARD STALLS PROVIDED: 41 3 ye00" | ae ae ei fa UJ ea Fl ee . eee, ae ee - COMPACT STALLS PROVIDED: 7 5 a — 5 melas eee Ey? ia dah ob ¥ "| ACCESSIBLE STALLS PROVIDED: 2 : i Jee Per eg! ae Ss ie : % “i a 9 COMPACT @ oe Ip) WHEEL STOPS ARE PROVIDED TO COMPLY WITH Pn a ae g ee » i ; 4 48} ORD. 4-4-—080 SECTION 'G’ NUMBER 4 : S233 $1" we 218 iy Wee des i bad if | * 3 ~eery — 4 8.00" } ! & bh ; ings losis ae ee é des} s ic 56 Bie \ 3 | j 1 P st * a | & 6.00 0 SPACES @ .00'—EL0y 9 COMPACT @ B.00mm1 OY 6 3 at = f oe 8 Pg Ra Lend O76 SPACES © 9.00'=54.00 © °C 6 SPACES © 9,00'=54.00' | : ‘ ® y ibe = | ME i eee: See. eae eae See. ba fds J a } as a } Sag ges Leah ps La Pend ch rw. io AR Pe ; =H | L (eee le SESIERaeer Sabieaa Lea + & o t ° oe - a Seer ae be , F age Ee eg a Yo a yee wee ; : oe 3 BA mean conan etic, Sane 0 moan penne = Sunes : a rg 3 penta en — ; - Sp A r _— ; ae Le alt Li: G00 TRRRAE RR EES ERE NATTY i= | a oe i } ty | peed CPi 2 a ic ae as an eee. ? : } | / | . 4 } u wit at i Oa Di \ ae er ‘ 8 ge Fie ibe 4 i ¥ | ts OY 7 SPACES @ 9.00'~43.00 soo” SPACES @ 0.00'=84.00 8 SPACES © VOTSSAOE , 8 MES © BLOM EKOT' g.007 Ld Wisiycihteassend pa 6 eile : 2 | = bee ft meen seers __p_* Set oop. 2 es net ad I, [teat a vs Bb é { i eae (Oe Se ies he ee Oe a RES | es am ee nS ‘ ; 25 ag? ; | ' yh ) i bey ny ae 2 | | ; ‘ 1faiste 5 * ee 4 7 Mab . { bd Pam eer aaa Forge T, 4 le ERT alee : | rn ~ Ppp Ge roe 7 eo HL} Ths | rat . (eae Li Seas a Has : is | oor . : aed : ae endl : J ae 7 =p EJ Ae c rif = ae eS i , gta 6 SPACES @ 9.00'=a1.00° 4 9 COMPACT © £.00'=6t.00' 598 © SPACES @ 9.00'=81.00° 6.00 z “ " 7 " . sc 4 us {a iS 400 colina 6.00 ogo: s | fi 2.50 be | ales © SPACES @ 9.00'=61.007 fine ° osereer , ee oeetnee = 2 2 : Lc iJ 2 | Te 6 a | = We as a es ee ae ai : s +f — ee Oe or as oe | Pax) J i z a | i Sea i + Oe py et rt 1 4 + 4 +2 a . z ma ’ [ . : | eae Ht | a TD eat Cees ima gy | : cca ; a e = : : j : ee S : J SL A. | ae +o 9 SPACES @ 9.00'981.00 ~—_ pin ower O PACES © 8.078.000 BON an — 3 ~ f 2 RO. Pee ee ; me ae ee r 1 of |) Pee ‘ 2 SPARS 9 cavem.OO © COMPACT @ 9.00°=81.00' ‘it © SPACES @ 9.00'=81.007 8 z A ~s i * ch te a Li Lt. 00) pot ——! oe. 4 pote] i {Fh 2 : ' 5 i T T . ee rR. 360 5 —— r sap Os Aa) SAR ACG ss GaN a aN TE a | { gage a ite &.8 i : : A fis be es : a af ci aos Senaze Soe ie ft dee ete gs eae ten} eB pe +h -- case sears ai, || i } re ie 4 | } ‘a ‘oars «age vast x Bi Eo ie Po 5 “go [tal ‘ eT pes res bres bow te nf ; ij , a i bt } i | car | a 7.90" | Hi h | | i foes Cain coe Re! | Be \a a | 20 } fs. ; ‘ } : | ee 1 it ! ' eb vel sama ~S ne elt ee ce =— © SPACES @ 9.00'n61.00' My hk fy . is He t &: = 9 SPACES @ 9.00 =81.00' i } } FS be —_fa-— . x4 * Mi q ¥ aS SSS ORE Soaay ie We He A i ; js 7 Fe Be 1800 —- 136th Place N.E., Suite 100 a maar: ttre ee ie Pie cr tet aa i ea ee a Bellevue, Was: on 98005 5 Page TSS SS Es Lee Bm is a ao : oe me 425/747-3177 FAX 425/747-7149 - ee ee ee bod _ iB Sbaapight I -Mail: mlarch@isomedia.com 1 ine, ree? ae Bie gee ef oe cee * = = - es? Np OEE LOE OLD OLD POT LIED OOD TSG! VOLE : oe | ay 5 SS es AE ae a CH. RTL ILE PID TIP Roy FPG OTP GH tY b 7 ; a Gaacalae “i : : E 13.SPAES © 9.00%—117.00° PT ae a es SS west a an cg 7 % a ‘ 4 i e ti ; * - A 4 | | ' i i re ay 4 ag "> 6X. ONE STORY CONCRETE BUILDING AR 7 be : i * Pay. ver nf i t } ; aueae . ie & : ¢ ‘ 2 4 ov - ha | 5 or “y fe: i a i “4 batt: s t * os ae go Pe, ‘ é Be a on Bette! : RTS OE Ee : Gesrory weer 74 i SSR See H ‘| : eH he i ge foe : 4 ; a oie ds ba ceuealk ost Re NESS? OF ; a | pam Bee Siermetaleay aan d of je of : ey | ox EX. ONE STORY CONCRETE BUILDING 4 Op CSIR RAT EON GR 27 eary eosieucat 08 aw ar Co | > le, ee ats oleae! : ‘ ae i 3) : ra es ae | “A ; oi aera . SER Se eine” = ae ; : “a a4 = fan BS at eae & b em F 5 re “A ' 18 iS “ oe i { i i Bs | a Aor ‘A : Ee tice epek athe servi negli ¢ rl | _ in ~ | EX ONE STORY CONCRETE 7) } J ¢ i ‘ eS a puto 4 eg ae Scene 8 s : 4 ; sift fh eek —h sf. A aye 4 iyi i eens (fee 7 cai SO : 4s 8 “ESS &e TL Pence . i ; % & SESS. YU CASE ° : picmatsaed saemmaaetite. Sud eo he Z fr ity nee ue x ey : eee | lye i i i 4 sition i : ~~ ~ i i ae | = : bt LOA LE MELEE Eas if : ‘ a § i je « ut * oe _t= of * g A ud a or ‘ Pyet A j , r sor ( aor C f < . ete pon bras oe t 4 > ws j ae EASEMENT PER 2 bi Sey Se AS INSTRUMENTS OF SERVICE ‘ Me Ge eccaee THESE DRAWINGS AND THE ma - \ care) DESIGN. REPRESENTED ARE THE \ PROPERTY OF RUBY TUESDAY : INCORPORATED AND MERRICK < LENTZ ARCHITECT, REPRODUCTION a OR USE OF THESE PROTOTYPE 4 DRAWINGS OTHER THAN FOR a 2 ga ee Ny ie ae GUIDE PURPOSES ONLY WITHOUT | 4 AMEE SEL AD LS SES SN a se St ee ee seen agp ome = = WRITTEN CONSENT 1S PROHIBITED. 4 = FASE BRE ope ay era : ie sae ciciigee ee sires ” poe Sean 10+91.59 EAST VALLEY HY : ar ; ant patie ae Ag—L—_«4— — 13+75.36 SW 41ST STREET Bok eS pore sie —_ oe aoe RCTS 3 bias aale a 7 cae “ —— $6B°49'45"W- 39.11 ? ee . ge ure 8 UTTER “ eee : ‘ os aan pheae «huimnantinncacimaanettapeamactgs: acter etwas tbc: npiisecmcsupainn eabli atest tne ai haaeT Smet tan: altel at AACE RTD pian en ta tee panes ten nate ements amen . % oe 4 \ Ue ie daeer j : . F ua ¥ ; ; ae bey ssn ; : ; eee 4 i fe oi ees ee > ee CY SS eres a aemeanad PR O P O S E D 8” SS FR O M BL A C K AN G U S EXISTING NOTES 1. 2” EW SER 2. 4” SAN. SE WATER ONL CONN. DOWNSTREAM OF GREASE INTERCEPTOR. 3. 4” SAN. SEWER GRAY (GREASEY) WATER ONLY TO GREASE INTERCEPTOR 4. 3” VENT FROM GREASE INTERCEPTQR EXISTING a“ a” PR O P O S E D 2” WA T E R © © _ i PROPOSED FIRE HYDRANT ~ Ns %, ‘Ss NI A) | i * i , 4 : GREASE a S Y a 4. ve ; on. “, 4 * ee 20.50 4 a fe a se \. 20.00 rO | | 4000 GALLON |! ' INTERC 19.40 EXISTING 8” SS 0.30 —— seul. Pe 20.10 20. iol MA —— — — — co y <5 mH . E: D A T A \ PR O J E C T S \ TR E C O 0 1 4 \ R S I T R E 1 5 PL O T T E D 3/ 3 / 9 9 19.60 -* 6. 0 ’ CO N C ? W, 12 ” P V C SS 4° G A S 12 ° W 21 ° C P SD 21 ° C P SD V A L L E Y . ~ H I G H W A Y Co m 12 ° P V C SS < 1 _ CO N C DR I V E le av Ts él | 3 PO W E R LI N E S ee vi 4° G A S L— 712” WM 12 ° W 4” ° G A S 12 ” P V C SS CO N C DR I V E 3 PO W E R LI N E S 6. 0 ’ CW NUVI TU SOUALE PROJECT DATA ZONING SITE AREA BUILDING AREA CONSTRUCTION TYPE OCCUPANCY USE SEISMIC ZONE LAND TO BUILDING RATIO: BUILDING COVERAGE: PARKING REQUIRED BY CITY (1/100 GROSS SQ FT) TOTAL PARKING PROVIDED HANDICAP STALLS STANDARD STALLS DATUM CA (Commercial Arterial) +35,932 SF. +0.8 ACRES +4,970 S.F. V N (NOT SPRINKLED) A-3 3 7.23: 1 14% 50 50 2 48 VERTICAL: CITY OF RENTON. TO CONVERT ELEVATIONS TO NAVD 1988 ADD 3.34 FEET TO PLAN ELEVATIONS. LEGEND PROPOSED EXISTING STORM DRAIN PIPE SD STORM DRAIN PIPE mee > comme oo cme SEWER MA/N Ss SEWER MAIN ——— i WATER MAIN — — WA— — WATER MAIN ome oo oo eee BOUNDARY -- BOUNDARY RIGHT—OF—WAY RIGHT—OF—WAY GUTTER & FLOW GUTTER & FLOW CURBS , so nnn ne nem onimnnomenene CURBS TO BE REMOVED — CENTER LINE — CENTER LINE EASEMENT EASEMENT ——-—--—— — — 10’ CONTOURS wee time inn ne ar stan meme 10” CONTOURS —------------- 2’ CONTOURS woe am oe nae an creme nme DB” CONTOURS M@ CATCH BASIN, TYPE | O CATCH BASIN, TYPE | @® CATCH BASIN, TYPE II @ CATCH BASIN, TYPE I @ SEWER MANHOLE © SEWER MANHOLE @ CLEANOUT © CLEANOUT QM FIRE HYDRANT SQ. FIRE HYDRANT 4 GATE VALVE GATE VALVE ply TEE ply TEE P REDUCER [> REDUCER = = CONCRETE BLOCKING W— SINGLE WATER METER SERVICE CONCRETE BLOCKING [— SINGLE WATER METER SERVICE WXeXXISPOT GRADE XXX SPOT GRADE ee CITY OF REN APR 1° 1089 TREECE & COMPANY, INC. ENGINEERING AND DEVELOPMENT CONSULTANTS 320 2nd Ave. South, Suite 200 KIRKLAND, WASHINGTON 98033 PHONE (425) 822-2577 FAX (425) 822-8758 oer cry OF REIN TORN a 88 sa DEPARTMENT OF PUBLIC WORKS ‘ Seni PRELIMINARY GRADING, DRAINAGE, WATER AND SANITARY SEWER PLAN RUBY TUESDAY RESTAURANT - RENTON, WASHINGTON DESIGNED: _ B.G.T. DRAWN: B.M.D. DATE: 3/3/99 FILE NAME:RS1TRE15 CHECKED: _ B.G.T. SCALE: 1”=20'H. FIELD BOOk: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: 17 OF: 7 DIRECTOR OF PUBLIC WORKS SA -99-06 © PROJECT DATA ZONING SITE AREA BUILDING AREA CONSTRUCTION TYPE. OCCUPANCY USE SEISMIC ZONE LAND TO BUILDING RATIO: BUILDING COVERAGE: PARKING REQUIRED BY CITY (1/100 GROSS SQ FT) TOTAL PARKING PROVIDED HANDICAP STALLS STANDARD STALLS This information is conceptual and is subject to adjustments pending further verification and Client, Tenant and Governmental Agency approvals. No warranties or guarantees | of any kind are given or implied by the Architect. CA (Commercial Arterial) +48, 718 SF. +112 ACRES 6,700 SF. VN (Sprinkled) A-3 3 6.2711 13 % 6/7 63 S88°09'51"E-227.95' wey. = . se se ee ~ J | | | | (~ ——- fe Mey J | = | oe | bi | | | | ey, | | | | | AREA OF | ——— CONSTRUCTION | | | | i om: | | | - —— | Eee og S eee | eee oe [ae . oe | A ' fs ae eS | L sau | | gee | | , | | | | | | ors ee | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | PRELIMINARY SITE PLAN e eos \ BLACK ANGUS RESTAURANT EAST VALLEY HWY & 41ST STREET RENTON, WASHINGTON A COMMERCIAL PROJECT FOR: American Restaurant Group 450 Newport Drive Newport Beach, CA 92660 ARCHITECTS!" ay se ~~, — CE NY tr ae 1 Uf pm ff ~~ 785 Market Street San Francisco, Califomia 94103-2016 415.974.6002 fax 415.974.1556 Bh-F9- 060 | i / | / | I~ | a > fry\, 49” ies Rep. Vz r + | he | a Lg | D A Pd <I Ss) aa a Y ft | die! Q | ne | | S || i | | cE \ L |x \ t) i | 21S | & | xe A} 7O oC . IN O a \ “4 4 1 C : > an } | flu WW 12 ¢ | ad = 4 wail < << 7 ih 13 oC < a 5 eee > i ld sal 4 4.4 4 C f Lil S nn Zz N . 4 re : 4 / oO , o 9 C = N Q. | | ee | | | << | / jie "| Lu | SONS I Z d PRS | ; BERK y LR | 4 i} oa 13 | 17 ow | Wi 4 il! 18 | |g 4 “b a sll. i ca < , if fish Pe uf | i) | 26| 25| 24|,23| 22] 21 |. i / : 20 I HH Zf Q [| f i] I ( i I VY GRAPHIC SCALE LANDSCAPE IRRIGATION PLAN Co o- to” i " SCALE: |"=20'-O" TH ( IN FEET ) 1 inch = 20 it. IRRIGATION SCHEDULE WATER SOURCE —W— Domestic water service - connect at approximate location shown TIE-IN ASSEMBLY Y I" Backflow Preventor - Febco 8@5Y double check valve assembly |" Pressure Reducing Valve - Wilkins PRY-602 Series - if needed %" quick coupling valve for winterizaton CONTROLLER Toro @-Station Vision Il Plus Controller - VY2-P06 locate as directed in building AUTOMATIC RAIN SHUTOFF + Toro Rain Switch and Bypass Switch Zone Data locate as directed on roof | ZONE VALVES bb TREE STAKES © Toro |" Electric Zone Valves - 254-05-04 Zone | 10.4 gpm . Zone 2 3.0 gpm PIPE o HOSE ———!|" Schedule 40 PYC main line pipe Oe as ——— 4" Class 200 PYC lateral pipe Oe! WIRE Sleeves Schedule 40 PVC under all pavement (not shown) Ko? TYPICAL ALL PLANTS size to be tuo pipe sizes larger than pipe contained STAKING FLAN * PLANTING PIT TWO TIMES place bare copper wire in all sleeves I" wire sleeve (not shown) SIZE OF ROOT BALL ‘a * PRUNE ALL DISEASED AND under all pavement, through walls and where main line not present BROKEN BRANCHES HEADS - half unless otherwise indicated “PLANTING Soil. MIX TO le O Toro 5' Spray - 51OZ-6P-5-x-PCS ae tae @ Toro 8' Spray - 5IOZ-6P-8-x-PCS M Toro I5' Spray - SIOZ-6P-15-x-PCS 1/2" BLACK HOSE W/ 2 STRAND 2GA TWISTED WIRE Operational Data = = 1. DRAWING IS DIAGRAMATIC. Common ditch where possible. Ki IS 2: Yerify existing pressure prior to commencing the work ie, 3-2">2"%B'-O" STAKES Design pressure = 42 psi. SECURELY DRIVEN INTO GROUND. 3. It I¢ the Contractor's responsibility to determine quantities. 4. It ig the Contractor's responsibility to conform to the requirements 3" MULCH of governing agencies. IN BASINS, lV 4 BEDS NOT UL | | Tei THE IRRIGATION DRAWINGS ARE DIAGRAMATIC. FOR CLARITY, PIPES, HEADS AND/OR VALVES MAY BE SHOWN IN PAVED AREAS. ALL THE VALVES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSING LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS IS POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. COMPACTED PLANTING SOIL MIx 3" TAMPED PLANTING SOIL MIx UNGLAZED PLANT PIT SURFACE TREES SHRUBS TYPICAL PLANTING DETAILS NOT TO SCALE _ ( J) ee e r i t e e e n e e n | — , ar e el pO 8) (O H _ \ J a ty fy Y) \v ¢ a Du c k , { |- O - CO L oo (e y OO HI G H W A Y | 2” PV C VA L L E Y LANDSCAPE PLANTING FLAN SCALE: |"=20'-0" TH PLANT LIST ctr. sym. botanical/common name REES Acer palmatum 'Sangu Kaku'/ Coral Bark Japanese Maple Fraxinus penneylvanica ‘Patmore'/ Patmizore Ash SHRUBS A Abelia grandiflora 'Edward Goucher'/ Eduard Goucher Abelia Berberls thunbergi! "Kobola'/Kobold Dwarf Japanese Barberry Camellia susanqua 'Setsugekka'/ Setsugekka Susanqua Camellias Cietus x 'Hybriclus'/White Rockrose* llex crenata ‘Green Island'/Green Islancdl Japanese Holly Mahonia aquifolium 'Compacta'/ Compact Oregon-grape Nandina domestica/Heavenly-bamboo Pinus mugo mugo/Mugho Pine GROUNDCOVER ™Z X @x r o © MQ QACLK Rubus pentaloka/Talwan Creeping Rubus PLANTING NOTES slze/root/spacing/remarks 144" cal/e' htmin, B4B, full I" cal/3' ht. min, B&B, clear trunk to 5! ht., full 13" ht. min., 4! o.¢., Full 24" ht. min, 5' o.c., full 24" ht. min., specimen form 13" sp. min. 4' oc. 2 gal. can min., 242' oc. 2 gal. can min., 242' Oo. 13" ht. min., 3' o.c., full 18" ht. min. 4' o.c. 4" pot, 13" o.c,, plant in triangular pattern |. Plant trees, shrube and other plants according to the Typical Planting Details. 2. All planting beds shall have 5" approved composted mulch, the firet 2" tilled into the existing soil with the remaining 3" placed as a mulch. Remove rocks, sticks etc. over I" in any direction. 3. Meet all requirements of the City of Renton. HEIMVINA EHRLICH DESIGNS landscape architecture & site planning 78 north 73 street seattle, wa 98103 Ph 206-784-8604 Fx, 206-789-6855 ah -19 -0L0 UNPUBLISHED WORK ©1998 MERRICK LENTZ ARCHITECT ARCHITECT MERRICK LENTZ 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarch@isomedia.com 3549 | REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME RUBY TUESDAY RESTAURANT RENTON, WA DRAWING TITLE LANDSCAPE DEVELOPMENT PLANS DATE 3-11-39 DRAWN BY HE CHECKED BY REVISIONS whe aeaN —_ fh ? an rel Py 2 ude 4 DEY ry OF c {089 pr 198 WED os ay Ho n IS S U E FO R ID IS S U E FO R HE A L T H PE R M I T : PE R M I T : iS S U E FO R BL O G . fS S U E TO LA N D L O R D : IS S U E TO OW N E R : 5/ 1 / 9 8 - - - - “ - — 5 MATERIALS AND EXECUTION NOTES: | PAINTING LEGEND (a) SHERWIN WILLIAMS 28244+¥3-2948 Ni-40 MUSTARD COLOR Si MATERIALS: EXECUTION: £0) SHERWIN WILLIAMS gSW28G9 “ROOKWOOD SHUTTER GREEN" dies. Obit: t%D Ig PN NS CN b Surewin Ghlinds ROSS TOGeiC BeAr SHEATHING @ WINDOW ae oh 3/4” MARINE GRADE PROVIDE 4° X 8 STRUCTURAL PLYWOOD PANELS AS PER STRUCTURAL. MASONRY INSTALLATION SHALL BE COORDINATED WITH STEEL FABRICATION Sd SHERWIN WRLUIAMS gSW2719 "RUSTIC REO oe. NA L—— a tue OVER P.T. __ SEE STRUCTURAL DRAWINGS FOR SHEATHING TYPES & NAILING. AND INSTALLATION. {D) | DEVOE g2BY9A “LYRIC” 3/8” BACKER ROD RN ISH 2% WOOD BLOCKING é BRICK SHALL BE STANDARD SIZE (3 5/8’x2 1/4‘x7 5/87) AS MFR’D. BY INSTALL MEMBRANE FLASHING AND WEEP HOLES AT 24” 0.C.. — INSTALL NOTE: 4LL COLORS, EXCEPT FOR THOSE USED ON METAL Sagal . Roy ee <4 “SUMMIT BRICK & TILE’, COLOR IS ‘CHERRY BLOOM’ W/ STANDARD GREY MEMBRANE FLASHING AND WEEP HOLES ABOVE ALL MASONRY OPENINGS AND SURFACES, TO BE SHERWIN WILLIAM*GLOSS SUPERPAINT BASE B. ALUMINUM STOREFRONT — A See | Fas ean GROUT. - (719 542-8278 OR (303) 592-7080 BRICK SUPPORTS. AB4YS502" EXTERIOR LATEX HIGH GLOSS FINISH. ALL COLORS FOR WINDOW } 3 ‘. ° USE ON METAL SURFACES TO BE SHERWIN WILLIAM BS4-Widt aces ALL BRICK MORTAR JOINTS WILL BE TOOLED. INSTALL CORRUGATED GALV. METAL BRICK TIES BELOW ROOF LINE @ 16” 0.C. INDUSTRIAL ENAMEL, GLOSS FINISH. NO EXCEPTIONS WILL BE | ¥ \/ >— VERTICAL, 32° 0.C. HORIZONTAL AND STAGGERED. INSTALL HECKMAN (#315-C) PERMITTED. ALL CONTAINERS OF SAME COLOR MI¥ER SHALL HAVE ay y FACE BRICK OVER AIR SPACE ALTERNATE MATERIALS: ADJUSTABLE ANCHORS & HECKMAN (#316) 3” WIRE TIES ABOVE ROOF LINE ;UDENTISAL SHAKE TIME. j A A OVER 154 FELT OVER ay @ 16” 0.C. VERTICAL, HORIZONTAL & STAGGERED. 2 yee ee ee ! mL YY PLYWOOD OVER 2X6 WOOD XO | ALTERNATE BRICK SHALL BE STANDARD SIZE (3 5/8°x2 1/4°x7 5/8*) AS CONTACT: WILL BOSTIC 1 (334) 471-14, WOOD SHIM j 16" 0 Pas MFR’D. BY “INTERSTATE BRICK COMPANY’, COLOR IS ‘BLUSH’ W/ STANDARD ALL EXTERIOR CAULK WILL BE 25 YEAR SYLICONIZED PAINTABLE CAULK, £} ati ROOF TOP FQUIEMENT OMER 1-0" ABOVE RUNLIRE wa et ae = STUDS @ 16” 0.C. GREY GROUT. - ¢g800> 233-8654 | OUTSIDE GF ROOF SCREEN SHALL BE PAINTED “ROOKWOOD 1% WOOD Trim a 2K WOOD CROSS BRACING a | ee - : WOOD TRIM @ 2’-0” 0.C. VERTICALLY ; a ALL EXTERIOR RLM LIGHT FIXTURES. PILASTER LIGHTING & SEE ELEVATIONS CEMENTIOUS FIBERBOARD ASSEMBLYS SHALL BE PAINTED ‘B’. ; WS) " : B18 sates Saini (2\TYP. PILASTER_DETAIL ea gis fd PROVIDE 4’ X 8’ STRUCTURAL PLYWOOD PANELS AS PLACE HORIZONTAL 1/2” FLASHING AT ALL HORIZONTAL PANEL JOINTS. Ye SCALE: 1 Va" = P-0" » % 4 APPROPRIATE. SEE STRUCTURAL DRAWINGS FOR SHEATHING HORIZONTAL FLASHING DEVICE ("Z" STRIP) TO BE SHOP FABRICATED mace SCHEDULE GALVANIZED METAL, SHAPED IN ACCORDANCE WITH THE DRAWINGS. ALL {-— VERTICAL JOINTS SHALL BE CONCEALED UNDER BATTENS. SEE 6/A6.1.8 (TYP). EXTERIOR FINISH SYSTEM (CFB) SHALL BE 5/16* THICK, SMODTH 5 * PATTERN, CEMENTIOUS FIBERBOARD: (CFB) SIDING PANELS SHALL COME PROVIDE 1/16" SPACE BETWEEN ALL ENDS AND EDGES OF PANELS; EXCEPT > IN 4° X 6 9 DR 10° SHEETS OVER 15# FELT. ENDS AT HORIZONTAL FLASHING SHALL BE BUTTED TIGHT. ‘ iz ALL EXTERIOR WOOD TRIMS AND BATTENS SHALL BE REDWOOD OR FIR (S49). BATTENS MAY BE SPLICED. NO BUTT JOINTS SHALL BE ALLOWED. Yes ae + er i TRIMS AND BATTENS TO BE FREE OF LOOSE KNOTS, SPLITS, SURFACE ALL 45 DEGREE JOINTS TO BE KEPT AS HIGH ABOVE GRADE AS POSSIBLE. DEFECTS, OR MARKS GF ANY SORT. TRIMS AND BATTENS TO BE COMPLETELY eo ae (TYP.) D PRIMED, INCLUDING BACKSIDES AS WELL AS CUT AREAS. VERIFY WITH RUBY — CAULK BUTT JOINTS IN SIDING AT ALL INSIDE AND OUTSIDE CORNERS WITH pe TUESDAY REP, FOR TYPE OF SPECIES TO USE. | SIUCONE CAULKING. CAULK TO BE PAINTED TO MATCH EXTERIOR MATERIAL. i WALL STUD oo INGER JOWTED WOOD WILL NOT BE PERMITTED ON EXTERIOR TRIMS ANO ; ALL EXTERIOR CAULK WILL BE 25 YEAR SYLICONIZED PAINTABLE CAULK. Ly (CFB) BATTENS SHALL BE INSTALLED AT 4'-0" 0.C. AND BE SPACED SO AS TO COVER a “2” FLASHING / BATTENS SHALL BE 1X2 WOOD TRIM (S48). ALL VERTICAL SIDING JOINTS. NAIL BATTENS AT 16” 0.C. VERTICALLY, CANTER TO WATCH ies: (ak ed ie ations Saks, tt ii ie ek BATTENS SHALL OCCUR ® + ate SPacne DOES NOT OCCUR @ 16” o.c., | (CFB) tic teak: P ITION A Fi . GALVANIZED HELICAL NAILS OF APPROPRIATE LENGTH FOR FULL a a a eo ae ee ee Penne POR ATEN Ch SHINS. REFER TO SHEET S3 FOR EXTERIOR SHEATHING SCHEDULE, ji (e\PLASHING DET Yel SCALE: 3" » I" a CENTER BRICK a INTERNALLY ILLUMINATED CONTINUOUS CLEAR RED 5 CUT TO FIT NO RLM LIGHT FIXTURES PLEXIGLASS SIGN. FACE COLOR TO NEON BAND IN 3" CHANNEL 3 TO BE USED WITH BE RED ROHM & HAAS #2157. w/ 4” RACEWAY FOR o| INTERNALLY ILLUMINATED RETURN OF EACH LETTER TO BE PK HOUSING & oN SIGNAGE SHERWIN WILLIAM ROOKWOOD 3 g SHUTTER GREEN W/ 1° GREEN CONTINUOUS CLEAR RED NEON B (4) SAILOR BRICKS a a, oa see aR RTOUNY S| ee ooo DIRECTIONS. een Rie Ser FACE BRICK OVER 1” MIN. AIR ale 1" RECESS Pia 19°-10 1/2" © TOP OF PLATE \ g 3 ROWLOCK ORDER CONTINUOUS CLEAR RED fa ie {fair SS * NEON BAND IN 3” CHANNEL » OES a —le W/ 4” RACEWAY FOR i ea, ‘ PK HOUSING apts TOP OF PLATE RLM UGHT FIXTURE SEE SHEET A4 FOR LIGHTING LEGEND (BRICK SQUARE DETAIL ae MERRICK ren S LENTZ UP & DOWN LIGHT SEE Pr a8 2, ui! { fo eae f ) SURFACE MOUNTED isi UP & DOWN LIGHT SEE LEGEND ON SHT. A4 LEGEND ON SHT, A4 AWNING SEE a ig DETAIL 1/A6.1.8 , +11'-9 5/16 FOR PATTERN OP OF PILASTER SOLDIER COURSE fo eS ROWLOCK COURSE ‘+ FACE BRICK OVER 1” MIN. ROWLOCK COURSE 4 eo SPACE OveR 158 FELT OVER ATHING O X6 WOOD STUDS @ 16” 0.C. RUNNING BOND : 7m PROJECTED BRICK 1” i a SCALE: tA" « It.g* 1800 — 136th Place N.E., Suite 100 GENERAL NOTE. PROJECTED BRICK 1” Bellevue, Washington 98005 CONTINUOUS CLEAR RED ALL UTILITY BOXES ARE TO BE 425/747-3177 FAX 426/747-7149 NEON BAND IN 3" 1X2 WOOD TRIM BATTENS © 4-0" PAINTED TO MATCH BRICK. E-Mail: mlarch@isomedia.com CHANNEL W/ 4” RACEWAY 0.C, OVER 5/16” (CFB) OVER gg bir ALL SURFACE MTD. UTILITY FOR PK HOUSING #15 FELT OVER EXT. SHEATHING \ BOXES, METERS, ETC. SHALL 51 4 19'-10 1/2” ON 2X6 WOOD STUDS. APPLY @ BE MOUNTED NO MORE THAN = B JOP OF PLATE REAR & SIDE WALLS ABOVE ; acelae 27" ABOVE FINISHED FLOOR. (TYP.) ols z COOLER /FREEZER ONLY. : ol8 PAINT TO MATCH BRICK. DOWNSPOUTS & GUTTERS ARE TO Ai 3549 CONTINUOUS CLEAR RED NEON BE PAINTED TO MATCH ADJACENT N18 REGISTERED BAND IN 3” CHANNEL W/ BUILDING COLORS. ARCHITECT CLEAR PLEXIGLASS FACE —s : + +16'-6" i | TOP OF PLATE MERRICK D. LENTZ = STATE OF WASHINGTON SOLDIER COURSE i: ROWLOCK COURSE WAG.1.B 7 = tg Paps : i i 8” X 8” 22 GA. i ok : GALVANIZED Sree GUTTER mH Pee a f : Be : : : SLOPE TO DOWN T A, ASL s : : : op PAINT TO MATCH BRICK. ENG SONG | mrtotes : : Be a 1 Be : EEE i seats © ae eh oes : z | ~~ soupier course : : : ee : ABS Es poe oe : Lo 7 5/8” DIA. ROSETTE smerny 8” x 12” GALV. ROOF as a ES oe Bae ee = i iol aaa ala 4h ce BY FYPON #78 ; x . 4 eae Lo 2 SOS es = it W/ 10” 1X WOOD SCUPPER W/ 6" x 6” : : Se ee | eee ee ee | AIR SPACE OVER 15% FELT Tae BACK. (TYP.) ns DOWNSPOUT 1. : seas Seer | Getta —— th : i OVER SHEATHING OVER 2x6 ! . “ns - — ‘ - : = WOOD STUDS @ 16° 0O.C. ROWLOCK COURSE ta ee ee ES Sasars : : 3 NO PROJECTION. AS INSTRUMENTS OF SERWCE = So ce : ae = ne sisas 3 oor mn THESE ORAWINGS AND THE 2 ee : ae a ; tae ao PROJECTED BRICK 1 e418 DESIGN REPRESENTED ARE THE : Sie ie ING ACH E MATCH BLDG. COLORS =< PROPERTY OF RUBY TUESDAY FACE BRICK OVER 1” MIN. = : ee ee SS se ee See : RUNNING BOND or = H18 INCORPORATED AND MERRICK AIR SPACE OVER 15¢ FELT : : res Cee ee ee ee A et eS ue ° LENTZ ARCHITECT, REPRODUCTION OVER SHEATHING OVER 2x6 es ee ee K-IN- COOLERS | eR Sr : ROOF LADDER AND © - OR USE OF THESE PROTOTYPE WOOD STUDS @ 16” 6.C. = : Rees ie FURK } GE NTRAC : eee ee ACCESS SCREEN DRAWINGS OTHER THAN FOR : : ee a oo oe NATE ‘UF ae oie ; SEE DETAILS ; GUIDE PURPOSES ONLY WITHOUT T : a : AND PAINT : i 9&10/A9.3.8 ROWLOCK COURSE ie WRITTEN CONSENT IS PROHIBITED, = es : See : ee — ROWLOCK COURSE $9 9 ra) ees oe ; os : at SOLDIER COURSE to af FINISH FLOOR FILE — = SOLDIER COURSE 0-1/2" oe a : FINISH SLAB ATE it 2 eos a 3 SEE ov DWGS FOR —=! | | | | REAR_ELEVATION Se = @PLASTER_DET All PILASTER COLORS ra SCALE: 1/4" « Powm® SU E FO R CO N S T : Le e ) 1S IS S U E FO R BI D S : (S S E FO R HE A L T H PE R M I T : PE R M I T : IS S U E FO R BL O G . VE TO LA N D L O R D : ) #S s IS S U E TO OW N E R : 5/ 1 / 9 8 eg y : PATTERN, CEMENTIOUS FIBERBOARD: <CFB> SIDING PANELS SHALL COME PROVIDE 1/16" SPACE BETWEEN ALL ENDS AND EDGES OF PANELS; EXCEPT ‘ IN 4 X 8, 9’ OR 10’ SHEETS DVER I5# FELT. ENDS AT HORIZONTAL FLASHING SHALL BE BUTTED TIGHT. ALL EXTERIOR WOOD TRIMS AND BATTENS SHALL BE REDWOOD OR FIR «S45 BATTENS MAY BE SPLICED. NO BUTT JOINTS SHALL BE ALLOWED. TRIMS AND BATTENS TD BE FREE OF LOOSE KNOTS, SPLITS, SURFACE ALL 45 DEGREE JOINTS TO BE KEPT AS HIGH ABOVE GRADE AS POSSIBLE. DEFECTS, OR MARKS OF ANY SORT. TRIMS AND BATTENS TO BE COMPLETELY PRIMED, INCLUDING BACKSIBES AS WELL AS CUT AREAS, VERIFY WITH RUBY CAULK ‘BUTT JOINTS IN SIDING AT ALL INSIDE AND OUTSIDE CORNERS WITH TUESDAY REP. FOR TYPE OF SPECIES TO USE. SILICONE CAULKING. CAULK TO BE PAINTED TO MATCH EXTERIOR MATERIAL. ra a WOOD WiLL NOT BE PERMITTED ON EXTERIOR TRIMS AND ALL EXTERIOR CAULK WILL BE @5 YEAR SYLICONIZED PAINTABLE CAULK, AWNING DET All BATIENS SHALL BE INSTALLED AT 4’—0” 0.C. AND BE SPACED SO AS TO COVER Vv MATERIALS AND EXECUTION NOTES: : PAINTING LEGEND | a AWNING & VALANCE MATERIAL TO BE: BRICK =, CALABANA CLOTH . (A} | SHERWIN WILLIAMS 2824+Y3~-2748 Ni-40 MUSTARD COLOR a dead 1/4" PIPING FOR AWNING TO 18" OPTIMUM 2° 8°42 Ts s 4 " MATCH $6906 AT BOTTOM 13 1/2" TO MATERIALS: EXECUTION: |G) | SHERWIN WILLIAMS $SW2809 “ROOKWOOD SHUTTER GREEN #6906 FIESTA YELLOW # ea ewe * fr - SHER WILLIAMS SW2719 “RUSTIC RED" #63909 TERRACE RED se Sg aera i ae PROVIDE 4’ X 8 STRUCTURAL PLYWOOD PANELS AS PER STRUCTURAL. MASONRY INSTALLATION SHALL BE COORDINATED WITH STEEL FABRICATION ENA ects Bint eraaiies oe Pd ie.” SEE STRUCTURAL DRAWINGS FOR SHEATHING TYPES & NAILING, AND INSTALLATION. (D) | DEVOE #2BY9A “LYRIC” eat AWNING & VALANCE NOTES: Ty BRICK SHALL BE STANDARD SIZE (3 5/8'x2 1/4’x7 5/8 AS MFR’B, BY INSTALL MEMBRANE FLASHING AND WEEP HOLES AT 24” 0.C.. — INSTALL NOTE: ALL COLORS, EXCEPT FOR THOSE USED ON METAL Haute : ’ , ' 1. END PAI AND END STRIPES IN ALL CASES SHALL BE #6909 (TERRACE RED). SUMMIT BRICK & TILE*, COLOR IS ‘CHERRY BLOOM W/ STANDARD GREY MEMBRANE FLASHING AND WEEP HOLES ABOVE ALL MASONRY OPENINGS AND SURFACES, TO BE SHERWIN WILLIAM’GLUSS SUPERPAINT BASE B. in edi in to AWNING SHALL MAINTAIN FLOATING STRIPE DIMENSION(TERRACE RED) } GROUT. - (719) 542-8278 OR (303) 592-7980 BRICK SUPPORTS. L AB4Y502" EXTERIOR LATEX HIGH GLOSS FINISH, fu COLORS FOR WATHIN AWNING SECTION. i >= se yet “USE ON METAL SURFACES TO BE SHERWIN WILLIAM BS4- : ALL BRICK MORTAR JOINTS WL BE TOOLED. INSTALL CORRUGATED GALV. METAL BRICK TIES BELOW ROOF LINE @ 16” 0.C. en Bios ENAMEL. GLOSS FINISH. NO EXCEPTIONS WILL BE 3. FIRST AND LAST PANELS ON ALL AWNINGS SHALL BE TERRACE RED | | | ALTERNATE MATE RIALS: ADJUSTABLE ANCHORS & HECKMAN (#316) 3” WIRE TIES ABOVE ROOF LINE IDENTICAL SHAKE TIME. VALANCE NOTES: i H ALTERNATE BRICK SHALL BE STANDARD SIZE (3 5/8*x2 1/4’x7 5/8 AS 7S names at ———- ; CONTACT: WILL BOSTIC 1 (334) 471-1438 1, FRAME SHALL MATCH THAT OF THE AWNING FRAME. MFR’D, BY ‘INTERSTATE BRICK COMPANY’, COLOR IS ‘BLUSH’ W/ STANDARD ALL EXTERIOR CAULK WILL BE 25 YEAR SYLICONIZED PAINTABLE CAULK. | gALL ROOF TOP EQUIPMENT OVER 1’-0" ABOVE BUILDING WALL AWNING NOTES: i | SHUTTER GREEN". 2. RETURNS {END PANELS) TO 8E SOLID RED, SCALLOPED AND PIPED, : | # ALL EXTERIOR RLM LIGHT FIXTURES, PILASTER LIGHTING & WL) CEMENTIOUS FIBERBOARD |” ASSEMBLYS SHALL BE PAINTED '8’. || MATERIALS: EXECUTION: Li : i PROVIDE 4’ X 8’ STRUCTURAL PLYWOOD PANELS AS PLACE HORIZONTAL 1/2” FLASHING AT ALL HORIZONTAL PANEL JOINTS, ~- + { send APPROPRIATE. SEE STRUCTURAL DRAWINGS FOR SHEATHING HORIZONTAL FLASHING DEVICE ("Z" STRIP) TO BE SHOP FABRICATED Ha : SCHEDULE GALVANIZED METAL, SHAPED IN ACCORDANCE WITH THE DRAWINGS. ALL HUE at VERTICAL JOINTS SHALL BE CONCEALED UNDER BATTENS. SEE 6/A6.1.8 (TYP). i qa EXTERIOR FINISH SYSTEM (CFB) SHALL BE 5/16* THICK, SMOOTH ne Hag BATTENS SHALL BE 1X2 WOOD TRIM (S458). ALL VERTICAL SIDING JOINTS. NAIL BATTENS AT 16” 0.0. VERTICALLY. INTERNALLY ILLUMINATED a BATTENS SHALL OCCUR @ STUDS, IF STUD SPACING DOES NOT OCCUR @ 16° 0.C, TE: ainae PLEXIGLASS SIGN, FACE COLOR TO SCALE: 172" « I'-@ NAILS FOR TRIM AND BATTENS SHALL BE ALUMINUM OR HOT DIPPED PROVIDE ADDITIONAL STUDS BEHIND BATTENS FOR FULL NAIL PENETRATION. NO RLM LIGHT FIXTURES BE RED ROHM & HAAS #2157, GALVANIZED HELICAL NAILS OF APPROPRIATE LENGTH FOR FULL TO BE USED WITH _— RETURN OF EACH LETTER TO BE PENETRATION OF STUDS. REFER TO SHEET S3 FOR EXTERIOR SHEATHING SCHEDULE. INTERNALLY ILLUMINA SHERWIN WILLIAM ROOKWOOD SIGNAGE SHUTTER GREEN W/ 1° GREEN JEWELITE TRIM CAP, NEGQN TO BE ‘RUBY RED’. CENTER SIGN BOTH DIRECTIONS. CONTINUOUS CLEAR RED NEON CONTINUOUS CLEAR RED re 2 BAND IN 3” CHANNEL W/ 4” NEON BAND IN 3” CHANNEL A9.4BP \A9 38 RACEWAY FOR PK HOUSING 1X2 WOOD TRIM BATTENS @ 4’-0" W/ 4” RACEWAY FOR ; 0.C, OVER 5/16” (CFB) OVER PK HOUSING MASONRY EXPANSION a... 1 #15 FELT OVER EXT. ye eoge es : ; ‘ JOINTS TYPICAL WHERE INDICA ADTB ON 2X6 WOOD STUDS. LY @ +19'~10 1/2 +19°~-10 1/2 VERIFY W/ RUBY TUESDAY REP. . a ae ae COOLER WALL ONLY. PAINT TO TOP OF PLATE TOP OF PLATE SIM. SEE DETAIL 12/A11. - | MATCH BRICK. 1 (PER RS USES R EERE 134 DRtiTi As hii ty i : CONTINUOUS CLEAR R ‘ON CONTINUOUS CLEAR RED NEON EEEEASERESERSIN SERSESECUE: BE: wee BAND IN 3” Roane gl ia BAND nT CHANNEL W/ = ssf hae: 16’—-6" 13'-5 3/8" asec Doing é A TOP OF PLATE JOIST BEARING \ CLEAR PLEXIGLASS FACE CLEAR PLEXIGLASS FACE +16'~6" TOP OF PLATE He PBECRR ASCE EROS cee RErOIne EDEREERROAEREERESEREE rT? . TETatPleren tT Tt rte Te TTT TT st i rT 23 7 THiter itty tit yids : Php ede WOR RER UE RESTS! RESES GRE REREC ERP as ay Pe rer EE tig ¢ Pqiidk : iat ti] Piydg euneeeEee tt 13 BEGEebace: eROUEREES! vg EbaiE i iROUSESES! WURGERERES: RLM LIGHT FIXTURE SEE ELECTRICAL SURFACE MOUNTED UP & DOWN LIGHT SEE SHT. A4 FOR LEGEND. PAINT ‘8’ PE R G R G S AR D S RR B R A G U R D : MERRICK LENTZ ARCHITECT TU T T I - P FACE BRICK OVER 1” MIN. AIR SPACE OVER 15¢ FELT OVER SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C. SG E U G A M S S I E R I I E : PE L L E T LE E CBUUEEAEGEGRENERGEOUREESS (RTUTERERERS — nent Antenne nett t ont mee memeee ' t's Seas ‘ PROVIDE ADA TRIM 'L’ 4” HIGH GOLD STREET ag Al oe al al ASB) ACCESSIBILITY SYMBOL. TRIM AROUND DOOR TO BE NUMBERS BY G.C. MATCH BLDG. COLORS COMPLY W/ ADDAG 4.30 PAINTED TO MATCH ST—1 RUBY TUESDAY MENU BOARD; ALUM. STOREFRONT DOOR LOGO 8" PVC HUB, SIDE BLEVATION SEE DETAIL 7/A10.2 w/ Factory FINISH, SEE PAINT TO MATCH BRICK FINISH SCHEDULE. SEE CIML DWGS FOR SCALE: 1/4" s |'-o" ROUTING OF DRAINAGE GENERAL NOTE: ALL UTILITY BOXES ARE TO BE PAINTED TO MATCH BRICK. 1800 — 138th Place N.E., Suite 100 ALL SURFACE MTD. UTILITY BOXES, METERS, Bellevue, Washington 96005 ETC. SHALL BE MOUNTED NO MORE THAN 27” INTERNALLY ILLUMINATED 425/747-3177 FAX 425/747-7149 ABOVE FINISHED FLOOR. (TYP.) ; PLEXIGLASS SIGN. FACE coLar a E-Mail: mlarch@isomedia.com DOWNSPOUTS & GUTTERS ARE TO BE PAINTED BE RED ROHM & HAAS #2157, eae 9 RETURN GF EACH LETTER TO BE TO MATCH ADJACENT BUILDING COLORS. on Ra ee ges a oh i cere. Ce eee eee eae, eee eee Z SHUTTER GREEN W/ i’ GREEN +£19°-10 hea JEWELITE TRIM CAP, NEON TO BE fe. TOP OF PLATE ROOF SCREEN BEYOND NO BULB IN UPLIGHT, "RUBY RED’. CENTER SIGN BOTH 4 CONTIRUOUS CLEAR RED SEE DETAIL 12/A11.2 TYP, @ 2 LOCATIONS DIRECTIONS, ; CET) 7 NEON BAND IN 3” CHANNEL S. CONTINUOUS CLEAR RED NEON} 3549 | pegisteRED MASONRY EXPANSION /CONTROL ies cast rar BP W/ 4" RACEWAY FOR \. BAND IN 3° CHANNEL W/ ARCHITECT — RUBY TUESDAY REP. ROWLOCK COURSE +16’-6" os TOP OF PLATE MERRICK D. LENTZ TOP OF PLATE : STATE OF WASHINGTON LM LIGHT FIXTURE SEE 8” X 8” 22 GA. GALY. STEEL GUTTER SLOPE st SHEET A¢ FOR TO DOWN SPOUT oo ELECTR ee ie ast SOLDIER COURSE &"X6" DOWNSPOUT ——» (TYP. OF 2)—PAINT TO MATCH BLDG. COLORS. SECURITY LIGHT MOUNTED @ 7’-6" AF.F. TO BOTTOM (TYP. OF 2). %, : # a OF et poe te a nr FACE BRICK OVER RIPERSeSeON cach : 1" MIN. AIR SPACE ee : OVER 15 FELT cee = OVER SHEATHING aI OVER 2X6 WOOD = STUDS © 16" 0.C. DOOR AS SCHEDULED, PAINT TO MATCH BRICK DOOR LOUVER, SEE MECHANICAL 8” PVC HUB, PAINT JO MATCH BRICK Ny PAINT DOOR & FRAME 1 j a ROOF LADDER ROWLOCK COURSE if MASONRY EXPANSION /CONTROL TO MATCH BRICK COLOR - sd poe gg VISECILTY SCREEN SEE SOLDIER COUIEE JOINTS TYPICAL WHERE INDICATED A6.1.B ETAILS 9&10/A9.3.B VERIFY W/ RUBY TUESDAY REP. > ELEVATION | 7 = SCALE: 1/4" « }'-O" OF DRAINAGE