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HomeMy WebLinkAboutLUA86-042 - Large Format : ‘VICINITY MAP ..... ol { | ’ " A ‘ 4 fi leat a 4 = fest foe woe 54-G Bolo" Boa. 4-0" : \40-0 BLA. 4 Euiet. Five | | * are “ "asg da By te eee i @\4-B0 WPAN — 1 | tee oo 1-4- 8@ Sb , . | (PROP. LINE 40.10! ir Mics un AN torrent e007] ME “@ Be : : p 3 hl — Q 4 i | Be) a j | ai J coacee/ ronezee | a | w 3 tf Sorry to" | < | ® ages CON | Lue i} PS RSL SE PR or ane t —- ‘ * 2 : ES le : N\ 52 a! ? ba eo jae eee Sie a * violate! cnet | wie |;| RB@POSED RESTAURANT | 6.0 0 + { e “oO” * * ig? - Beha cd ch Ree! = a it He ee at PRIM PL. BEV. © 2.0", Gee HT. cI q pet oR Sa . “i is ae ee ae Ate se Tale tere le le : x BD | “ts 4 ce 3 0 # | ya ie x) % a be: < a. of} | ) " L ‘ ao ~ “= v= e ha “|. | Sa. w ay (b\ s re rv Got ' i aa ara : ieee eo uj! | + 5) ) $ 8 i. tes } Lot 3 of Shont plat 014-81. Described as Fodiewe: : * > bed : i wo | ! { 9 Ne 1 } er i Ge ie That portion of the Southwest dueiene of the Southeast . ad gy | IRE Ss 404’ er on fe Fite : a ae quarter of Section 30, Township 23 North, Range 5 a Oo [ea] ( | . & pe et we rae iy Sci East, W.M., in King county, Washington, described as oo >| 4 NI T Or iE xis ayer semeoL. eer a < 4 ps: rat ; SIGN _(% 12) Beginning at a point on the North and South center © ity + SUPE ON 1400. i ‘line of said Section which is 250 feet North of the of a | se 1 : WIL"? Mo. BAND - I _ South quarter Corner thereof; thence North 89°06'03" eo. e | re u eo "i East along the North line of a tract conveyed to ot « | | uo Ivan G. Unbedacht and Phyillis, his wife, by deed > # a ia | i xecorded under Auditor's File No. 4696849, a distance — & | i a Ps Ge of 275 feet, more or less, to the Westerly line of ap eee i i cy io | : Primary State Highway No. 5, as condemned in King we < : — aa | 2 seven tiene County Superior Court Cause No, 582233; thence bo 8 Be) WIPE peIvenlAY a Ici lonbatiaiage Northerly along said Westerly line to the North oa ee ce 20 6 . line of said Southwest quarter of the Southeast Bs. ane ae 2 quarter; thence Westerly along said North line to BOY geek arn Rig x Said Section center line; thence Southerly to the us eis i: Fe ot “point of beginning; EXCEPT that within ants Cae ait: N 5 We 4! 4a | 92nd Avenue Southeast (EAST ROAD) ; EXCEPT aa a a RT aan le P20 | the North 446.71 feet as measured along the West ND. FB | | F aswel i ieee Soa is perches eins Lie North line. — Seep. PRO SECT DATA Ser sas. | mae ‘Site ion - 76,033 ‘ae: Fe. ; ay wer foning - LI t ree. LINE 371.40" : Proposed Use - oe with ‘separate convenience ahd eve | 7 “Occupancy - spear Ae A2. 1 1 ABOOMD F Aeekes : po ype ar Gee iene oes B ssonaelr : Convenience Store - B2 MeTEL PARKING LeT. Acekos stainie waanpaee ‘Load -. Restaurant - 416 Seats EXSEMEMT Te BE FILE? ANP _ Convenience Store - 41 : PEceRPEP [BY Pan argh oWHee Construction Type - rhage - V-1 hr. with ’ ar s | dapat To occllpaney Convenience Store - V-N FAREING STALL SIZES: Building Area - Allowable with 3 sides separation = - STkHPAR@ 45 Zo! 18,375 Sq. Ft. - compmat (c) @-b'y 160" Actual. - cemipaarineet = DALIa Sax Ft. + PRERORL Tee Be Convenience Store = 1,250 Sq. Ft PARKING LeT LIGHTS To SHARP ewe CUT-OFF TYPE : ef] PoE LI/siN@Le FicTURe re rh aetc ists it inteen dninine ; OF pore w/polere Fiytuce : ‘ . _ guade to ‘top of ridge) ; GEE GHT. cl FoR SITE GRADING © PRAINAGE wh. Gt Semeion > 2 : ; u Doved SevT LiadT -76 WATTS BA. Parki Required = 115 (35 compact) ie Lier - Mihi | | AS b ibaainaiinun si ” aad Actual i (35 compact, 3 H.C.) Ps ae eae ' i i Valuation - —= 7 (Sry as ll al ince TOY A + ; General Notes: ‘ Re Mf x af > “ate . < 5 - Contractor to verify all dimensions in the field 4 : prior to construction. Any discrepancies shall be “9 brought to the attention of the Architect. i i - All workmanship and materials shall conform to the | ii 1982 Uniform Building Code and all applicable City [ 2 of Renton codes. LL SR wanna hat hol “= The following plans are to be submitted to the City | : of Renton for review and approval prior to instal- lation: - | Si panasees | ore i | Fire Sprinklers a Trusses be -. © Landscaping Sprinklers = 0 Signage Owner: Dr. Herman M. Allenback 1018 S.W. 144th St. Seattle, WA 98166 eo o 0 0 0 0 0 0 i i {| Architect: MLA Architects i” 233 Eastlake Ave E. #201 | Seattle, WA 98109 | 628-2911 ENERGY ANALYSIS — | 1986 Washington State Energy Code } Component Performance Approach ( Chapter 4) | 94h <* ‘ | / ; ‘ SOIT ae: Os Summary - Allowable Heat Loss - 23¢5>%+ 157,475 biu/le. 1 Actual Heat Loss - 2246-28 177357 piu/iRr. (See calculations for further information) ! Insulation Required: - Frame Floor Insulation - R-11 Batt. - Perimeter Slab Insulation - R-4 Rigid, extend down to top of footing. Wall Insulation - R-19 Batt. Wall below Grade - R-11 Batt or R-11 Rigid. Roof Insulation - R-11 Batt or R-11 Rigid. Glazing - All windows to be Double-glazed. SO U R D O U G H MI N I N G CO . RE S T A U R A N T RE N T O N , WA S H I N G T O N © Pile MUage *mUagtos’ © LIQUIPAMBER STYRACIPLUA S\éeT alm Miuge PINE e w Second Floor Plan wy 2 EZ EN A4 Elevations and Sections c goer A5 Sections, Roof Plan and Details ee - ALL LAHOScAPING Te BE SPRINKLERED. SUBMIT PINUS THUNBERGl| (A) RHepePEHPRON - BOWBELLS SPRINFLER LAYOUT To ITY of FENTAL! For JAPAMESE PLACE PINE APPROVAL Plot Te INSTALLATION, 0. NRETOSTAPHYLoS UVA-URIS Se CHAMAECY PARIS HOOTEATENSIS “PEN OULA sees nes Hyvs ed ALASKA CEPAK A6 Door and Room Finish Schedules, Deta A7 Convenience. Store $1 General Notes and Details Al Site as Landscape Plan and eokeat Notes ao : A2 First Floor Plan. REY oe ti i | yo OF | $2 Foundation and lst Floor Framing _ aur! fe $3 2nd Floor Framing and Details . S4 Roof Framing $5 Structural "Beteits Bene ‘ Sheet. , @) Kiope PEN peed - BLUETIT Job Miss PesesWpee TEEMIN ALIS ALL PLANTING AREA? To Mecléve ' $6 Structural Details £3 ae UR oy da a |" af fark MilLeH ol SeRauia | MER nad Pua A 1 PRCHYSAH PRA QUAKING ASPEN C% SiTé UTILITIES : ee ae Sheets 30X42 PRINTED ON NO. 1000H CLEARPRINT © : PES . wh € rz wo | | | I SHEET INDEX | | | Seer a SHUNT MER UN ALAS SUNRISE TOP TUBE TAPES ATS RETR REVISIONS | BY be 54" Elia. Fire i 1 ca & .- —4" EXPOSED AGG. SIPEWALE : yest — KOPHALT PAVING OW COMPACTED BASE ag i ee fe ’ —- ae (E A S T VA L L E Y RO A D ) 92 n d AV E S. E . F | DPROP. LINE 404.10! PROPOSED CONVENIENCE STORE ra 2 Gimme 12 0 Bg" + 660" ¥ —— Ex i s t si v e ia n LO PR O P LI N E 19 6 , 40 " je e g" oe 25 Oo " I 20' WIPE PRIVERAY GuRe FEE. oiTy-on FENTAL STAN a ae o\cé G16 co Heads Gig" 8 ee naa ao pane nen crc te pees SLOPE. DORAL | | Brier Ss | = ‘ z ; - Je 12 x. BAP SYMBOL 3 SIGN (9 122.) re SLOFE ON VL MA { RAIL EAA AIDE, eS | WIA"? MTL HANI? Ge Ge 15 4 si c = 34 - 0 " COOLER / FeReZE BY RESTAURANT Surely co - VEEIPY CONC. Shhh BER, -———-+}- No l o* (e 0 0 4 ) @ 4'-44-o" } | } | Su e en e ) ieee PRZEING STALL SIZES: ~STIANPARD Wyte! + compea (c) 8-6» 16-2" - PREALLEL ol, 29! PARKING LoT LIGHTS To BE SHARP cUT-oFF TYPE : ef) Poe Li/sinotée Fixture tee i/o)’ Fiytu2e GEE HT. ci FoR SITE GRAVING * PRAINAGE L\ VO Geoune mip, vouert ear Light -76 WATTS BA. i PREKING LOT NOTE ! LANDSCAPING To Be. EviseD Wien SITE FLAN -LANDUT IS APPECVEQ INTENT INDICATED BY THIS PLA] WILL BE FETAINE? @_ Res fed, OO. LANDSCAPING PLAN ALL LAHOScAPING Te BE SPRINKLEZEP. Nadel SPEINKLER LAYouT jo ¢ITY 2f KENTAL] Foe AYPROVAL Pict Te (INSTALLATION, ees. ARCTOSTAPHYLe> UVA-URIS KIN {RIM ok tis PG OSHPEA TERMIRALIO Zo ee PRCHYSIM PIA Sik? “eee © LIQUIPAMBES STYRACIFLUA SWEET alm QD PINUS THUNBERAl | JAPANESE BLACK PINE 4 Ci) CHAMAECY PARIS HooTKATENSIS “PEN PULA <3 YELLoid ALASKA <cEPAR fOPULAS TREMULol PES QUAKING ASPEN CITY OF RENTON BUIL DING /2URING © PINUS MUGe *mughos’ Mise PINE (&) RiepopENPRON - POWELLS ® Rdope PEN peoN - BLUETIT ALL PLANTING ABBAS To 2eci\éve |" af fark mMilLeH EG EMRE NS Barr - PROJECT DATA “Site Area - 76,033 Sq. Ft. Occupant Load - Restaurant - 416 Seats Building Area - Allowable with 3 sides separation = “Building Height - Allowable = 35' Max. “General Notes: Wi , VA L E T ge | heya aah on. "TEGAL DESCRIPTION Lot 3 of Short Plat 014-81 Described as Follows: _—-- That por bien of the Southwest quarter of the Southeast quarter of Section 30, Township 23 North, Range 5 decried East, W.M., in King County, Washington, follows: Beginning at a point on the North and South center line of said Section which is 250 feet North of the South quarter Corner thereof; thence North 89°06'03" 1 . East along the North line of a tract conveyed to | “Ivan G. Unbedacht and Phyillis, his wife, by deed recorded under Auditor's File No. 4696849, a distance of 275 feet, more or less, to the Westerly line of 5 Primary State Highway No. 5, as condemned in King an County Superior Court Cause No. 582233; thence - Northerly along said Westerly line to the North line of said Southwest quarter of the Southeast quarter; thence Westerly along said North line to Said Section center line; thence Southerly to the point of beginning; EXCEPT that portion within 92nd Avenue Southeast (EAST VALLEY ROAD); EXCEPT the North 446.71 feet as measured along the West line, the South line is parallel with the North line. Zoning - LI ; Proposed Use - Restaurant with separate convenience ‘store oe : Occupancy - Restaurant - A2.1 Convenience Store - B2 - Convenience Store - 41 Construction Type - Restaurant - V-1 hr. with sprinklers Convenience Store - V-N 18,375: Se. Ft. Actual - Restaurant = 14,174 Sq. Ft. (10,815 Foot Print) Convenience Store = 1,250 Sq. Ft. Actual = 34'=11-1/2" (from average = Gtede to Were oF ridge} No. of Stories - 2 Parking - Required = 115 (35 compact) Actual = ‘4. (#8 compact, 3 H.C.) Valuation - - Contractor to verify all dimensions in the field prior to construction. Any discrepancies shall be brought to the attention of the Architect. - All workmanship and materials shall conform to the _ 1982 Uniform Building Code and all applicable City of Renton codes. - The following plans are to be submitted to the City of Renton for review and approval prior to instal- lation: : ‘ : Plumbing Electrical HVAC Kitchen Hood Fire Sprinklers Trusses : Landscaping Sprinklers : re) Signage e Owner: Dr. Herman M: Allenback 1018 S.W. 144th St. Seattle, WA 98166 00 0 0 0 0 0 MLA Architects _ 233 Eastlake Ave E. #201 Seattle, WA 98109. 628-2911 Architect: “ENERGY ANALYSIS 1986 Washington State Energy Code Component Performance Approach ( Chapter 4) Summary - Allowable Heat Loss - 23¢5—H 157,975 Biu/de. Actual Heat Loss - 2246-12 177357 prujie. (See calculations for further information) Insulation Required: : ~- Frame Floor Insulation - R-11 Batt. - Perimeter Slab Insulation - R-4 Rigid, extend down to top of footing. Wall Insulation - R-19 Batt. Wall below Grade - R-11 Batt or R-11 Rigid. Roof Insulation - R-11 Batt or R-11 Rigid. Glazing - All windows to be Double-glazed. Ls oe ‘SHEET INDEX Al Site Plan, Landscape Plan and Project Notes A2 First Floor Plan. A3 Second Floor Plan A4 Elevations and Sections A5 Sections, Roof Plan and Details A6 Door and Room Finish Schedules, Details A7 Convenience. Store Sl General Notes and Details $2 Foundation and lst Floor Framing $3 2nd Floor Framing and Details S4 Roof Framing $5 Structural Details S6 Structural Details Gl GRAPING® t PEAINAGE PLAN O& SITE UTILIT]ES NZ UR D. LE WA S H I N G T O N ST A T E oF gb > ME R R I C a e j (2 0 6 ) 62 8 - 2 9 1 1 er So N. tye +a > wn Pe o [| w o 2 c 3 < s + n iv} wa i.) fo) N “S e a t t l e , WA . 98 1 0 9 — SO U R D O U G H MI N I N G CO . RE S T A U R A N T RE N T O N , WA S H I N G T O N Date 57-19-86 Scale Drawn Job Sheet Al Of Sheets 30 x 42 PRINTED ON NO, 1000H CLEARPRINT = VA-O0L2-386 a7 J — i REVISIONS BY VICINITY MAP No 6caLe Ob Be aif ras N FOL 12 Sioa | 4" EXPOSED Naa, Even, Fige SIPEHALE s ‘ HYPeAMT = = ae + 54-6" 2-0" Be0a. iecahc _B4ro" \40-2" Bupa. : coe GOS te ee 12',.12' Tens ENZLOAURE - PROP LINE 404.10! ~~ aap SE ¢— 7 ranewen STALLS 0 94'423' —|—____- + PROPOSED prey CONVENIENCE | | Ss pes = es ‘| STORE | | Re: » * ‘i | t 4 ‘ f La : : t 'oedesd-o ke | iB > - v5 kre een | 3 Se ee ee . ra a - ie Gy “ye. cilee cur fee AL) : Se e ak om Bu a i | | 5) | | " es . MM Broil le ASPHALT PAVING OW c 1 to w 1 1 io r a! is ae ae ne c r o EN T Z FO N ST A T E oF WA S H I N G cooke/Feeezee BY RESTAUEANT BQUuie 2a - VERIFY conc, SLAB KER, IC K DL E — ; + o' WH E Y ER R } 49 | RE G I S T E R E D , Su i t e 20 1 y (2 0 6 ) 62 8 - 2 9 1 1 10 “o" fh 10.0 g's 68" o" 24-0" 20-0" |B 4 -— A) pa Aeiee le le lela |e icin ¢ ES ES yh a ~~ 10 - 0 " Bl e a , | | | | PROPOSED RESTAURANT FIN. Pe. ELEN, = 24,0, 6¢ SHEET c-| (E A S T VA L L E Y RO A D ) S 8 : “TEGAL DESCRIPTION t Lot 3 of Short Plat 014-81 Described as Follows: ny A. |. -o O * — Ex i 6 e T oe Wa l e —> ee That portion of the Southwest quarter of the Southeast guarter of Section 30, Township 23 North, Range 5 East, W.M., in King County, Washington, described as follows: Te l e Jo n r« # 3 | } | — ea e i 90 9 ' . 10 8 - 0 " = BT " 404 '+ 81-0" LO FR O ? LI N E /4 6 , 4 0 ' |e ? B- c Beginning at a point on the North and South center ‘line of said Section which is 250 feet North of the South quarter Corner thereof; thence North $9906'03" Bast along the North line of a tract conveyed to Ivan G. Unbedacht and Phyillis, his wife, by deed recorded under Auditor's File No. 4696849, a distance of 275 feet, more or less, to the Westerly line of Primary State Highway No. 5, as condemned in King County Superior Court Cause No. 582233; thence Northerly along said Westerly line to the North line of said Southwest quarter of the Southeast quarter; thence Westerly along said North line to said Section center line; thence Southerly to the point of beginning; EXCEPT that portion within. 92nd Avenue Southeast (EAST VALLEY ROAD); EXCEPT the North 446.71 feet as measured along the West ; line, the South line is parallel with the North line. : | PROJECT DATA Site Area - 76,033 Sq. Ft. & Date WA ee J Zoning - LI ’ Proposed Use - Restaurant with separate convenience ; 24g" peve | store aE ie Fim aah Occupancy - Restaurant - A2.1 Te APIACENT Convenience Store ~ B2 PEHING LOT i Occupant Load - Restaurant - 416 Seats H Convenience Store - 41 Jo 112 RAMPS |. 98 1 0 9 92 n d AV E S. E . S. R . 16 9 @ +, [SLOPE ALIN [le Mak Ba- ela oe W/ 14" MIL. HAN? _Q! Z zat Rai @ 2", Es. o17E S ee ts EES “Iolite See i eo WIPE PEIVENAY cuge buT Pee CITY of KENTA STANGAebS re, | '- a! Pe I V E 23 3 Ea s t l a k e Av e n u e Ea s t ML A ar c h i t e c t s Se a t t l e , WA . ie = 604: 72-0" i es tT HeW Fige BYPRAAT ~ | 42 Ds . Construction Type - Restaurant - V-l hr. with sprinklers _ Convenience Store - V-N FRZKING STALL SIZES: ! Building Area - Allowable with 3 sides separation = ~STAHPARE 4'y Zo! i 18,375 Sq. Ft. c (c) ea" ‘p" Actual - Restaurant = 14,174 Sq. Ft. COMPRaT (C) B-Gx lvoe ; - for ALLEL ql, 29! (10,815. Foot Print) } Convenience Store = 1,250 Sq. Ft. PARKING LoT LIGHTS To BE spare aoe ; = 35! ’ g Height - Allowable = 35' Max. : cut-off TYPE : 9° Poe L/eiove Freture 5s Actual = 34'+11-1/2" (from average OPO pere pi vetere Fiytuese i : _ grade to “top of ridge} Picea SEE GUT. ci FoR SITE GRAPING + PRAINAGE | No. of Stories - 2 = Wes awa fun | Parking - Required = 115 (35 compact) i Actual = 121 (42 compact, 3 H.C.) : Fa ; Stee i Valuation - ¢ Se ht See ee ee eee General Notes: - Contractor to verify all dimensions in the field prior to construction. Any discrepancies shall be brought to the attention of the Architect. - All workmanship and materials shall conform to the 1982 Uniform Building Code and all applicable City Bee, i ; of Renton codes. i : - = 7 moe en _ Tier fe ‘= he following plans are to be submitted to the City i ( ie Sua ae 777 fe Lif CLAN GB: CMe OLE: Ae) j l | : of Renton for review and approval prior to instal- Ny P lation: Plumbing Electrical HVAC Kitchen Hood Fire Sprinklers Trusses Landscaping Sprinklers Signage Owner: Dr. Herman M. Allenback 1018 S.W. 144th St. Seattle, WA 98166 00 0 0 0 0 0 0 Architect: MLA Architects 233 Eastlake Ave E. #201 Seattle, WA 98109 628-2911 ENERGY ANALYSIS 1986 Washington State Energy Code Component Performance Approach ( Chapter 4) It LIP MAX. Summary - Allowable Heat Loss - 2315.74 Actual Heat Loss - 2216.18 (See calculations for further information) en Wa tees Insulation Required: - Frame Floor Insulation - R-1ll Batt. - Perimeter Slab Insulation - R-4 Rigid, extend down to top of footing. Wall Insulation - R-19 Batt. Wall below Grade - R-11 Batt or R-11 Rigid. Roof Insulation - R-11 Batt or R-11 Rigid. Glazing - All windows to be Double-glazed. prep BUILDING/ZONING DEPT. r 1 SO U R D O U G H MI N I N G CO . RE S T A U R A N T RE N T O N , WA S H I N G T O N COMMON © BICMEEOI2ann LOY | SHEET INDEX. ik cp Gs cea aa aes 2 _. Al Site Plan, Landscape Plan and Project Notes ‘LANDSCAPING PLAN | © LI@QUIPAMBES STYRACIFLIA © PINs MUae “mUagtos! bi ae tiene Faoee es : : == 5 SWEET alum Muge PINE A3 Second Floor Plan : : Date 5-19-86 \'=2a A4 Elevations and Sections A5 Sections, Roof Plan and Details j ALL LAHD4cAPING To BE SPRINKLERED. SUBMIT sa PINUS THUNBERG|! @ RHPROPEHPRON - BOWBELLS A6 Door and Room Finish Schedules, Details SPRINKLER LAYOUT To ¢ITY ef KENToL Foe SAPANESE PLAGE PINE A7 Convenience. Store APPROVAL Piloe To INSTALLATION, mn F : o sore Sete ned Sees | : Drawn x , - ET oundation an s oor Framing RES = ARCTOSTAPHYLOS Uva-Ueis ie ed ge dG HO?TKATENSIO “VEN OULA RNC RO RES e role $3 2nd Floor Framing and Details Job KIN IK IHN ick LB YELLold ALASKA CEPAR S4 Roof Framing / | . $5 Structural Details a Yl Pincus eee TERMI ALIS fOPULAS TREMULoIPES ALL PLANTING ABEAS To Eec|EVE i S6 ppeh a eeniiey Details * aa siete : |" 2F Park Mute Cl GRAPING & PEAINAGE PLAN. A ] Cryer a a ihe SET IEE | C2 Site UTILiT}Es ; : Of | eee aaa OES woree : 30 X 42 PRINTED ON NO. 1000H CLEARPRINT & a : fe : - - ; Z Scale Sheets oe od ed “WICINITY MAP ,..., [Ltn [= 2 q Somer a | No 4cace var aie ee ees : Als te" é 47-0" BLPA. 74'- 4" | Abe foe lo sitonby ~4" dinaeg AGG, . ELieT. ys eee x : ' i sae # t ‘| O1\t-60 - SIPEHALE - ee i | | Ave Gum Lele | % Hen ! : | | ee | ss os oe i QPraReP LINE 408.10 ce us oe - rs 123 eowt0n ey] ME : : pa ef | : S.. | eave tart F | iS 5 “4 ee | : : - iO} Bs) { ep | ‘ROPHALT PAVING OW S| a | | COMPACTED Base Cre Riel <¢ nts / / Fa! j ikea: /- i i COOL Fee Zed / i pa i : a | S) Bs . : bee ike o my eee le \ ae | ec ; | aes iL 5 e -y" oes Be ag cd Vy i } | ol} oe ae ae ie Lae eee She RE.) | | | j Mw oc be oe eo ee 12-2" QA-0" s-0' 6, 94-0"! * Jo-o' [alton i\ ay | % | i 4 element <j bese sew osimny (atacand an auaer came a asus can Sirs mt zo i \V | | 3 a ae . = 2) , pe eee Ee | } V ee wa | _ mee at we "4 (St os Pe aie PROPOSED RESTAURANT _ 2. io Toms = Ly | | 3 : : "o is : ke 4 = he = : ' ss Lrosune fae 5 i i | : + St anh } “5 mi : 4 PIM, FL. ELEN. = 2,0. GEE SHT. o-l 4 CETAIL Ly | ay S/ | | _———- a 0 . i i 4 e : > 3 v Ps l - pei ed —— Le = " oe 4 A Gs ee e i | — fs ees = et w O % i = Sa Oi f Ge | HEE QT oe < 5 3 » | 0 = yl | ou Ma ig a) eS N) v i “i Gf a ae « sissantueedssans oe ereuens 2 a 1 “a | Wap : rey, =} | n i) magne 5 an = i y Fe +) | i” ; N. 2 ; ‘ = ee | AT YT. | } i fee * i ¥ 2 th on aN N) a FY 1 i. : aay —— | a) pe ty! Pot —* i ee 4 Be] i “bot 3 of Short Plat 4-22 Described pt Sollee s a Pgs Ql | Ol — Ae J i ; . vi an 2) 9 2 ie 2 8 ee ee 16: Te five g a AN _ What. portion of the southwest quarter of the Southeast ae & poe “| J Mace eee | “EN js |, quarter of Section 30, Township 23 North, Range 5 ff wy ea | ‘ & — y a | (i } East, W.M., in King County, Washington, described as ; o z - 4 EXPOGED haa, > ee : - § ® @ et 7s (Deis Weer SYMeOL. . ; jw follows: 2 N WAL <x " Q) ie o GO Sia Tee) bs ‘ i z N : 3 SoS QD ie gt AN | ise | | J © Beginning at a point on the North and South center ey ie ae 4 ee Q ce eae a 4 ELDPE ON \ 417. Wind | y ‘i ‘line of said Section which is 250 feet North of the Os co | 0) Ge k-| WI Ia" aes il j oe i y ~~ _ South quarter Corner thereof; thence North 89906'03" ee oe ¢ | Q 1 ef te RAL SH tg 1 | eo elon (ate oe { % Le East along the North line of a tract conveyed to ; o- Oo AW ‘ | ) i o j ay ‘ a/ Pes 5 : & ae ‘Ivan G. Unbedacht and Phyillis, his wife, by deed : os oO és ree cae = J z Q sh) ers : Pe ; org na Sage eiscled S File ee 4696849, es distance aie | bag eeseue! on | ith aA 2 ee ) j [ fe i °. eet, more or less, to the Westerly line of i mee : | aC) o Co i iK : oN a o ee rg is a gi | we. 5. a oe ed in King Pod pais : ae = ! = Sr pauses Sr Ge gh eae iy eRe cece BS se j H unty Superior Co use * ; thence - i 20) LIIPE venvenlaly a vs! \AGeo ee 7 Ne a Na ee | 4 ee pions 28) Weoterls ioe 26 aie Rosi @: AS Z ry iH is ine of sai outhwest quarter of the Southeast a pit re en 2 Q Gr (a) y% uw i Pe quarter; thence Westerly along said North line to \ ode 5 Ne % * g ee | ie said Section center line; thence Southerly to the STANGA eps —— r ~~ a ou 4 | See lad ee. ager that portion within. Loe €) 11@4'= 494'0" 5 1@ 4'- a4! oO" : \ aal. og! | : ZH lpi ; ': nd Avenue Southeast (EAST VALLEY ROAD); EXCEPT tl te 4 4 ~ Ope a ae co warn a a npn een ae OR Sai A — ee Tee iat the North 446.71 feet as measured along the West . ie ae | |" l 4 7: 4 po 4 ce PA ie iat p Oro" |. Miner Fhe South line: is Benatiet wich see Berth Line. 4 | | a | ; } | : | i hi eu i iS x sa eee : | ey | | : : re > &@ EBVO s. ia kL i i { | | | | ay | 5 : i —— | Site Area, - 16, 033 sa. fo ee a — oat i & ae 3 ‘s ae a J l | Cuaiue = ir” oe : ; ree | , : J © freer. Line 371.46! a Loe oe a osecica its Use - Restaurant | with=5e e=con WO | Bo ae es aaa | roe i aoa _— 3 TKI A : : Cro PAVE oe e Ss ee ee ae es : 2 ) Hote: séconllp MEANS oF Access To +3 Ape - cesupaney ‘Restaurant: - A2.1 ee ee vi 4 SITE To BE THRU Exist. MonArcH PRKING LOT : Ve cs a HMeTEL PARKING LeT. Acckss i Occupant. Load - on . Restaurant fa Ale ‘Seats : : Se a EXSEMEMT Te BE FILE? AHP : : ' q ag gs PECRPE? BY PRO PEKTT oLHee : G Construction see ae + vel wee with 7 eee eet : UPAMEY. age eee iba ers : He20! PRICe TT? Oe : : | PARKING STALL SIRES « a - STaHPAOe 45 Zo! ‘ - compaat (C) 6-G'x Ibo" PARKING Lot LiaHT To BE sHkeP Building Height - Allowable” = 35° Max. CUT-OFF TYPE : ef) Pore LI/siNole FIXTURE i : Actual = 34'-11-1/2" (from. ime ail : CeO reve it /pelece Fiytuce y _.-gxade to —-top- of ridge) ———__—. ee ae ee a ee : Z | GEE SHUT. cl FoR SITE GRADING < PRAINAGE i No. of Stories - 2 é ee ; me ae u - : f f Parking - Required = 104 (9% compact) : a gs Ee ve ae AX WV Geoinr tp. pouere fet Liadl -76 Wnts BA a shi ane ie 18 ‘(5 compact, 3 H.C.) _ a 1 Valuation - a. 2 ' ++ - —— = ————— ~ - General Notes: a (a a poe a Ro - eee a — - - Contractor to verify aa: dimensions in the field ae : : | i ea a a | prior to construction. Any discrepancies shall be A AL esitoe boob 1 gg ‘ | brought to the attention of the Architect. ae | i oe ea | - All workmanship and materials shall conform to the . e i pot —- ae 1982 Uniform Building Code and all applicable City | | | of Renton codes. oe The following plans are ta be submitted to the City 2 of Renton for review and approval prior. to instal- lation: OO F Plumbing Electrical HVAC .. : ‘Kitchen Hood Fire Sprinklers Trusses : Ces Landscaping eles ces aes : 2 Signage 2 : Aes : Owner: Dr. Herman M. Allenback 1018 S.W. 144th St. Seattle, WA 98166 00 0 0 0 0 | ae o Architect: MLA Architects Lap Py: s 233 Eastlake Ave E. #201 x Seattle, WA ae MY ? 628-2911 *. ‘ ‘ (oe bE “ENE { ; ‘ 1986: Washington State Energy Code : if , | : © wo Component PeEsosinnog nica aaa { ere 4) | Pode = | | Pe 3 Summary - Allowable Heat Loss - 2345+ 167,475 biu/ie. | Te 2 | Actual Heat Loss - 22b6sb@ 177357 piu/ie. 4 ail eae ea B, (See calculations for further information) bo eo | f ©) ; Insulation Required: | ¥ - Frame Floor Insulation - R-11 Batt. - Perimeter Slab Insulation - R-4 Rigid, extend down to top of footing. Wall insulation - R-19 Batt. ‘ Wall below Grade - R-11 Batt or R-11 Rigid. Roof Insulation - R-1l Batt or R-11 Rigid. Glazing - All windows to be Double-glazed. AXS R E N T O N , W A S H I N G T O N ‘S O U R D O U G H MI N I N G CO . RE S T A U R A N T te AREA TO BE PLANTEO W/ 4" ENGLISH IVYe 240.0, aks : | SHEET INDEX) 7 4986 TO MATCH ADJACENT PROFEETY PLANTING sit AUG T1W0b | ; i BL” Site tae hatediine Plan and Project suicane : 1 oe ~; : © LR sees STV EACIFLUA 0) Pieiie Me SmMuagkes Ee - stesso ee : OPO ora it | : i 2 is a E ‘ Secon oor an so : ‘ q 19-26 i: jeaa' noe ae : CAPER) a, (ae ) | A4 Elevations and Sections ; + ets 19 86 AS Sect » ROoOE Pl d Detail : ALL LAH?ScAPING To BE OFRINKLEREP. olemiT & PINUS THUNBERGI| ® RHePOPEHPRON - BOWBELLS ( 36") ; AG ilge at ah Details Seale SPRINKLER LAYOUT To ¢ITY @F KENTeL| For SAPAHESE PLAGK PINE ( B-\c! ) A7 Convenience. Store RENTON AYPROVAL Pelee Te INSTALLATION, " $1 General Notes and Details : ere jl VW Em Drawn - tt $2 Foundation and Ist Floor Framing fe\ [EC : BEES ARCTCSTAPHY Le UvA- URIS oe can KE a ies HOCTEATENSIS “PEN PULA’ @) RhoperEN pen - BLUATIT (2c") SD ge oe ee ana Dekada g ~ \\ a KINMIERIHN Ice (G"e 2402.) at YELLOW, ALASKA CEPAR (6'-l0') $4 Roof Framing Ane 2 L155 : ' . $5 Structural Details : Sheet Mit HPEA TERMIHALIS (Ole 24"0,¢ ids dag oat id (ore 24'0,<:) fOPULAS TREMLULaIPES QUAKING ASPEN (G'S ) ALL PLANTING AREAS To eciéve |" af fark MiltcH $6 Structural Details. Cl GRAPING & PEAINAGE PLAN BUDS / TONING DEFT. A 1 6% SITE UTILITIES : — eets 30 X 42 PRINTED ON NO. 1000H CLEARPRINT & : : ca . ° : : e : : -_ fa n SE S en cm ce c e er e ee s om a n re r e cae en es a a an ae ee REVISIONS | BY 14 eo Ne SRM Oe ee eas ome P ae @ o Or Wee nae : oe 4-2! ORS ora mee Sak 50-0 : 4 | ie ps / ‘ yt le 7 - EACLE eases aU et - : at E Ey: kd es | B 52 1 FMR OTP ERE EAU RY AE WE EE ME SEER OE OME SS EEO RE I BE EE OE ERE RY ae ZTAZ) aes IC : oe 5 Wah poe. 23x25 iB | 2exu% } aN i | ‘i Oe pee ay re Ce” ae ee OR i. in EN Peer % = = Pe = ha. 7 4 ‘ | ea f - @xBxiG Cen. Bloce WALL | J 2 z° | af K Hil / lay & N32 sercoern Se leno “9 | ce it z BN) Sa ein ‘Y | nee / | | “i COOLEZ BY TENANT CONTZACTOR Ch h é | ti vt | { } 4 * wy | ‘ IA eee OE i LOML. FOOTING € : Ir 22. Wb. 4 i FOUMPATI@U WAL | eo = nell 7k. ( 4 Bo ( } we } j aw I) a, ) : aaa * re j / j a : o ey \ ‘ f y « pe ¥ + fe 0} on. (oem an a - Kh PN { ploy N \) ae : iy } “S) aS pad j < Ks S 9 a y Peet rs eee ‘| a rs * z pate N “ | ga Dispuay BY Tenant Cont EAeTOR ( | t, or i hy ae ee ae iN i [.] eae = | | ’ is D % oy \ ¥ ie "ES i e . i i / : s on gtr Ive =e | i é : 9! t j 4 £ONL. SLAB W ‘ > 2 q neal 6xG/\Ox\0 bine Mesu Zee. : pfs =_ > “S to SEES , : ; i = < ay R SIGN! ABOVE PRS. Wi/!" Letters To READ- \ | hice eH! @B 5 re "Tues mae TO eEMAIN UNLockeé? i \ a | | Om = | DURING BUASINESS HURS " | : } 2 aes ee Mt poo \ ~~ ner aes a] 4 j i | i wh “4 4 4xb UPR. TYR BA. CPE ar Beet Set? Z t — ~ =~ ———~ - Sapien at Sti = ASE ee al ee = fj I —— =F $ Se SE= a be oppor eid se ES a 5 A * i S 28 i c Lr OS Bare a ee es ees eae Ei ; a ~————_ * SSL ee amenities BF = a Be 5? MESS Bew5? eis ° LILES: Bx Be “sag ~ F 7 Ee ree ee er ee ee oe eee visi Oe Be ee atte ret re aia EE: edeeias waar: Ee ae = om 8 | | | BaD | | | } | Se | 9 Es eA% 6 weal [test | al 2) is! I | I | if i | at tl el Pi | 2-4) $2 ip a cE a ll a Se b- cin ee AOR tc SO s--4 ise pee a ae Va! = '-o" FOUNDATION PLAN Pe, Ee. ea sat a a ae 2 >) 4 SAIPPER € I s puerarr © 4 re S i nat a wr : ) eo | 7 <7 SS - 22 3 i if PEM = = 4 ae. | ce ss = — a a a “ TS 4 ” me g ry i Saas = CONE BOL a 7 A oF | pa b+ hy r | = i | i + oe SOUTH ELEVATION ip! 212 WEST ELEVATION |... EAST ELEVATION ,-. ‘NORTH ELEVATION «4-2 | Le Gh. GB. FLASHING 7 : r 4 fo rs a eee ' - 2b GR. GAY. FLBHe- cut prea int ( WD FRAME WALL : => he alee oe Cuno. € Bo" : < , — xB BEVEL Lephe SIDING es! Se ee re ee sam BEV De SRT ane a — ) : ete yp Deals ‘§ ee re eee FELT 4 ZAP suteT IN BF Aiph dane o/ ¥ [se [2B AT PTE 6 eee ERA 3. aN Ag SURFACE MTP. FT. rj 7 Ziel hse. Migs suiee = > <a — 1 a3 Se ee a | Spa ae a of | O i oe aft — ba LO’T. i yy : | PROVE CLOsLize PANEL STITH i | , _— BF OF ENING IN 3 i ny | pp ae cocteg BHP CiELING ie ee 2 See i Wap FR WALL [43 BUILT UP CRILEET Pie ae ane ee NI a re sie : BUILT-UP |RarFiIng i* eee i fe Pep ROCF PLAN x an 03 “ af ce er MEET OVER y a | 2 aera ere aes P< posses b aT ea a ne, Cente eae } ee 4 i Yo! PLN, <c@2EM ry : ° fo ET ar ¥ i} j = (eS f (Remevere) (o) Acs eS ayes." eke aml ee pre o ee \ Zh FUOURESCENT FIKT. TYR] i rks O fe = RA 3 ge 441 5 cae <as 2h i f : aged : i : — aN = Y BA. TRUSS To LenmeR i | mat ; He hy Loi. ooh mah cic } i =] L f = eS : kee Se Poe eT Pe a2 i HE eee - Ss i. ied peg oped /\ CRE T sa a & Batt Rew’ as mo ie J Ye © | OME. ROSIN over - | <i — BORE C0 7S 2 eg PRM Se ee Wail oS. | [ od =| Vn" PLYWIe. QVER is 2 ae: W/o" Min, exeerricnt| ae gS ee ) ro : i Zz Q) 2xb © 2'-O"s.e. } hi, es Pe ebcge . L Ls fo: te CRS ita aesy | ase Hi ae Eh . i | 2 Wee == == == “ Cee mM > ACIP Biot ibigs —y 8 co oe a Tar j He ibe. 1 cee i j a F A SUCK lB bib TYP i - - z ° Bxt Levaeg i4/— re { | ' i i ee aes ee | i iW 2 ess : jy Mem serine: TEL ceryaci Eoceeceeaeenoele i. (2)\_SCUPPER - | SCUPPE Ee ee EDeei \ i ae IRS | 4 Ee } at oe a a See RS Hb aes Ee 5 WS Re sith ah i. i LL La \ A.7) ; aes P-o* a7 ae feo" ae = © W/eUTTER, 7 1 | Suer. ceria ——! S TIN PORLU Reo ey L Bia > 4x6 W/simPoon Be 4 ae | “a as : IE? BOR R =o ; ! Zz \ | | ples | * ROOF PLAN Yebed EFLECTED CEILING PLAN 3 | pel a | iis : ieee oe W Ye PuyHP. WY —~, | ae | 4 hie oie a BT. 2xZ@2402.— > | . 7 sat! mm & | i. 2 1 | W/ W/o" B-\ Bigep 4 6 CMU WALL = : 2 | Uo); eer A a nee +] NeuL. BTHN, 92 & He. ne SEL TYE. REINFORCING CE ees x oe : [~) over. a % BEL. Poe 2 24h ee Qa « *y! hele Cid. me v | | | i | | | i m GUI Ts Be 2x2 CEDKE Zz =} W/ £-1] BATT INSUL. ke 5! Bene ig ar ; | i Va RRO XK, ry Ter ; [=<] fo) ) Pod are MaNup. Ware Teumses ; P~ Pt. 2x4 w/the 1] Pee | | | 220. , 20" DEEP 6 a vip =| ~O)] ||PAB € so ac. pe 1 |i | | W/exl TOP LHeeD ~ \ a L4/ re lo) Zz | : ot | . \ i ro de Spider. DO eo ! F ! ee rpg | a | bi bad ae Ett, QUue, UNeuccxey NAIL | SINFEON APE if pH fae Rigi ileut, — : ' : j : rade i | Posy Beek ei | 24" TOTAL Len P| : ea ee : waeee. sit tieitil } H } j ; a nN . “ ste ene Li | 4 ee 1 i age J Fieip- ICA CGA ; ae : Ai eee a3 4 : ; oe 4 a peice eee (6 | egy See's ‘ soe . } hee ee Date 5-19-86 te 7, ae OF : + _ ; --— ALT. BENDS. 7 D f sa ' Scale “a hese Loe ROOF FRAMING PLAN». ce ; : Jae : i je 3 ee ara : Drawn a Tbe L Ee ee T FEE TY 2M. WALL ReIiroReanen Job wake = “0 2) Ae! Ae. VERT. : -2- AT Li ENP ' : Sheet ‘ i t w Te ‘ - CRY BUILDING SECTI' % e fugt ~2 #46 4e"e-¢. Hopiz. ¢ AT Tor oF WALL BUILDING/ZONING DEPT, : ATW AD A Of Sheets 30 X 42 PRINTED ON NO, 1000H CLEARPRINT © OD.0439-286 BY REVISIONS Pe n e e NO L O N I H S Y M . 19 ZI N F ] fy og , Pi n oh ga s aa NO L O N I H S W M ‘N O L N I Y 10 % @1 I M g “I s e q on u d a y ay e p i s e y ge e z “s p e n y o r e WT A e - IN V E N V L I S a Y ‘O O ON I N I A HO N O G A N O S » bate 5-19-86 Scale Drawn \j EVR | may 20.1986 = f wh BUILDING/ZONING DEPT. CoovEer / FREEZE “4 i BY RESTAURANT Eau ce. , VERIFY COS, SLAB RERUIZEMENTS City © 8-8 6 oO" 2” & es rd @ : —— — ca a Bu e Ba e ee e on i ee 4 § we SS a 4 tt x a a i pe i ps .. Ya i ~~ Hy | He | AS 5 . “4 w ps ia ee 3 ed = sk ‘ + T ba s 8 ~ 9 = th i ae « § ae Se ee Ve a b | = gi Se e it b> « a } . 8 8 e ae ; . Ss RS ) ci te Ss ; x £ x ‘o e by & —— — - = aa n & Bt T3 ; = v3 ) & ie i ee VE =| a ae oO is ! { } | om aT : ca e AN Ol ry e ft a | | : hi d Me i 2 ao t \ wD a) Ry t EAST ELEVATION i | WOMENS -eTEM. HT. Feom FiR6T Flooe ELEV.: oto" “NORTH ELEVATION WaLLS: NATURA ZFMNEC wooo BYCMoL MATERIALS £002: CoLPoGRtEW Come O4 OFFICE Al ea s cooler / FREEZER BY KESTAUZANT } Td | LUT thas oe (area a | Ets 2° i | ‘ - Vy pti dy {| Lt | Oak 443°" ot WHEEE SHOWN, TYP fA oFiv LINE lest = Re ag ny Be —— _ - - ~~ wh | * ae me =H S $ az . MM R ae ad kN = " ak 2 = & eet ‘ ) =H tH pi | SEPP tT A e+ i | ia Tit LY L 1 to d o a p= | to" al vINING 2 \o 4 ee) G ‘SECTION A-A CO FiesT Flace Leve ee I — _ -SOUTH ELEVATION HIPINING B ii ia Soe Roe To? oF Gad Lf ne -6o* y wm > Ty ] Rt Y || 3g Ae s $ {| BS \ E = s a a [Z| DINING © i Of OF SAD ‘ tb jee i 4" -30" Sheets Job Sheet Of SA-R494-2h 30X42 PRINTED ON NO. 1000H CLEARPRINT » aE seer oH Grae ae ice ie Ses ea SLB. 2 yee. aes ast aot SAW SRE. UF TEE TS MOT AVAILABLE a ae ‘ROCK Ee AxiStth SEPTIC TANK HAS BLEW PuNPED Gur AND FALLED WITH SgisyaL stp, seen an 20" KDE m 040%, 48 COVER 1S. ; ALLOWED. ar THE ‘Rous: iF corey’ 1S SHALCOV: UPS ADE ‘stn As, wor AvATUE, ee FOR-VTS FRSTALLATION.. THE SIDE St A BE'A BARI MON TAPBLD Turv & CAST IROK SADDLE. SAALL VOR SHALL_-AT- ACCOMPLISHED Dt ACCORDANCE wily THe : bei unk ANDUSTRIAL SAFETE BND REALIA ACT, UH ESHA. “Thier ae ®BEDDING FOR SIOESSEWERS th THE: IC RIGHT a" ‘SHALL Spnsisy OF S78 Minus. eALL a eras 6 He: eer ‘Sra. BE RESPOMS TELE THE BANE SEVER LINE UST RE Ay Gone atti staecy cHt~ OF-WAY “SHALL BL “DONE Bt A LICENSED AND “BonDED CONTRACTOR: ‘ ‘OF 6 Codie TE syeriny: PADS = DMDER BRECK VALVE = ia n sa Tigi irre To alo x8" TEE, TL: o's Bs ond: GATE wate, Fos! MUTH. INGIZATDR POST fQuat 10 HOTLLEA £0. Vee on Fore. Hae! STO HERStY ASSEMBLY, Ast CONCRETE: VAULT: ATIC = TaP WINGED: STEEL, PLATE: COVERS 5S? { DIEHSIOW Seb LA 2247 "=2 EQUAL 10" 2 REKTON: COR ETE PRODUCTS, tet Ne Be pORE asa t Ce as ae AA4+- ear > 2 OUTSLDC SORES: AND: YOKE WITS VALGT € CHECK! VAGVE ASSE maT EQUAL 0; JOR VaKING> {CATE WALVE. FL. 5 FU, COMPLEME WITHA TEST) COCKS ARQ.ATA S-ODUNTE. CHECK WITH.) METER 1M BTPASS ANOOYD ye LORESMA CLINE CHEGE FALUEY ssh le SHOT» 40": VIKING UASSE REE TE 7 Re BUASEY ASS EnaLx 6: t *6 ASEaLY, 7'-0"s tone ~Ningrata- route Tet tne BS aad = ROUye Eimer Pag Teeetee LONG tik Two CHECK gross CONNECTION: S “ ie aancen ? Pipe Wo MDCT : Bag ied tempat ING. = “otk a" xt" 8 ‘gh xi DOUBLE’ CHECK VALVE "ASSEMBLY. ae gt STANDPIPE WITH FOUR 2-1/2" NOZZLE. pes = BACKFLOW. ‘PROTECTION Antoun LINED COASS $2 eUPL,, CUAL SOPPESED BY ACHAT ATER PASS Cray ASSEASLY CE E ies SEND WIEW oo a 6 907 BEND, FL. SPECS ASL _ ee coUecy New ot Pee Line qe ExX/STinlkge 27". Ber HAIN WHERE Slow: COuvECTION 3 STH FELLER © Ieee TES cout EcTION, ASAY SHALL Be Cone PRILLED, "QUICESVAN™ Hew es" UE —4H4ALD BE SBE ANED + PRIOR TS <ex) Nechok: mide ou. SHALL REMAN pat LNT Useection AND. 4 A Sepa oe! eer inom Jim Hawroeie (Zoe) 447- ele at HETRO- edaeccin, 72. URS, PRIOR - 12 Secmucia =—PROPERTY LINE “GENERAL NOTES Sea ade APWA. Standards: and Specifications. eee “AT] locatians of existing utilities: ‘shown are -appraxinate. and jt-shall.be.the "Vining and seal: coating shall conform to: ANST A+21=4274 “or latest. revist _inchés betow finish grade, A preconstruction conference and twenty- four hour ‘Aetied wilt be required ond Cee ences notice will be required” prior to “startin Tt ‘Shall be: the: contractor! iss responsibiiity to secure = call. spectapaey: permits ‘prior’ to" tae tion. AU fork autentade stall be “in conformance. with ia. sean darde andispecifica- “¥* tions of the City.of Renton Utility. pyrite gh: and the Jatest edition of the _ contractor's responsibility: to “verify the true and correct Tocation so: as. t -avoid damage or disturbance. : AY) water matn. pipe to be éenent lined. ductite rap. pipe conforming to ANST " Spec's. A-21-51-1976 or latest revision,: thickness Class 52. Cement’ mortar. Pipe joints to“be..push-on or mechanical: joint. “Bedding: to. be Chass, Ge Alt fittings to. be cast iron, -cement Vined,: ‘Chass 250; “upless, otherwise specified on drawing conforming to ANSE ‘Spec. A-21=10-1977,, ANSE A-21-11 or Jatest revision. All fitting joints to be ‘mechanical. joint or: flanged:. Flanged ‘joints shatl be drilled: in-accordance with ANSI .B-16-2.and shall ‘be 125 1b. configuration, unless otherwise specified on: dravitng.: All water: main 10 inches and smaller. to. maintain a Bu) inimum cover of ag reas “AM water: main, 12: inches dnd Targi shall beat... @ minimum of 48° inches below finish grade, Where weility: “conf i cts. occur,’ se ‘water mains are to be lowered : to clear. = All water mains shall be pressure tested and disinfected in accordance with. . the specifications of the City of Renton and ‘the Washington State Heal th : Department. All pressure testing Shalt be: done) An. Be presence, af arepre- $ sentative of the City of Renton: =r prior to starting new. construction. It shall be the contractor's esponstbitity to. secure, al necessary permits prior. to starting construction. Installation’ of corporate stops, water services, lines and meters He abe accomplished by the City of Renton. eae SOL Cae : Be ge a ree AT] connection to-existing mains -to be ancenbV (shad Nis ‘the city. of eee All necessary excavation and. materials to be ‘supplied. by, ‘the Sontragtor ‘a be on-sité prior to City neti fication. . Inspection will be “accomnl ished bya representative: ‘of tlie: City ‘of : Renton. It shat? be the contractor's ‘responsibility. to notify, the utinity., Deer iene 24 hours’ in: advance. of backfilling all construction. : : 3 Contractor. to provide plugs and: “temporary blow-off ascenbiies for testing and purity acceptance prior to final. ties lL ea iaieres : 3 All work materials shale. be “in: f/ dobinsoumes with, the , daxds/ and specifications. of the. City of ‘Renton Utility Department and the latest. edition: of the AP WA Seelnde. ce avoid anaes,’ or disturbance. are A. preconstruction’ ‘conference avd: Bhenty four. hour : We cba ee gteuecich~ sat Rasa! e ea inspection will be actonpiioles by a repteseutati a of the City. of Renton. .It shallbe the contract: responsibility. to notify the’ Uedlity. Department. 22No.1012P) * - DIAMOND :-PLATE. 2 No. 1012P. P’bIAMOND ET “PLATE INSPECTION COVERS. ey AS PER TT oF rene siege eG i Gite coe : rere - s ras ee GAaT OH pass z ee 4:03:10" pens) —— ; g ’ 4S PEK spr PLA ee 1 : Ges Ban ; 1 f Tir : SF oa ea : brovasen. 2 , r : CONVENIENCE 2, : ws beet Bel. te O.1fPE K Ct eae : ie te Z a2 2 a] Agate! WETS Fe FOE. Sei ieee SS ae eae tT ee NR enced : meg ee Loi ou ae BS : Ni fe ° eb Be, Hae = Sige See ae 3 Ze me 4 ee Sepa xX SF ep ik + ft oe Ps | aah gl ise WEIR OL ples. Sete ee eee ; 3 | S| AS pee om oF Rented, Gaia Ce Weak f BA ; ERP EER EC AT be siesta. tga ¢ te] : “ ’ x oa % Se a = oe cep ee *. S - pint : al cf A es astos emery 1 am AIL) SATE SEPARATOR —— og. : S|: Mb ei, A BE 4 2 tece sx'oR EAUAL E ! a sive =e : eS = a RIM 1@.88. iBM= ips ie cious | {oN oe See 2 > {Bist a a4u seve ‘ lee PROPOSED RESTAURANT. ADS Siete shos 2 é lezeye Se hoe pe 4 : i eB lar Se Pe rt Dt ah : ie : x so 3 9 oe uy ; Ae & 1, aie ! a Sr cane 5 . 8. a: oe aa mS Sesy ¢ eee PeJBle cueck VALE : j x nad pe re dd Ase W/ NDIcATOR pest } Baas vane ee FIRE DereepoR CHECK RY 5 = "Se LL Ss pee ator “ | 10. oe Se Renew eae - -SEE DEFAILL. - esi & fab aakes ope se Sf M1) f eine > : : Se y fi i) ine ‘ aS v 1, {ul DS SB v ¢ ‘ Ne ; cs Exp ti N x Jy}. 2 SQ estes {go Sey Sh pee N 12 4 = al i st 8 owe 1S. 1 ayo 8 ee yp = D) s a. | ' . a! ore Wa Tee | ees ty OY oe Om wee ane Boe Ne. ; Ne. : : ra ac ae 7 = aa i 3 a) : Les eed ett I y WRAP PdeTILE IN Are wri é AHILE ViseaueeN = N ee oa : thera, : S 1 2 pike" eee REHOE Exiarg StL F.12"\Os= 8.0% Ny l- 6 aw. Pea oC Ps oe : g ste Ice Fes ee a TEMP. y 2" Blow -oFe 3 fa ipt 7 . Spubeers Ags Sa apt HALL Hu. coupe iy a 18. pe 18 >| : be E Za TRA OE qe ERIE by ; ; os BKAST LSceTION ft J -> w - — - Wee oe —w mete EXISTS 6 OF. WATER MAIN SZ. z : ze SIE sewen dores yee atk cerigyse sane . y 3 a: . ay ates ; Sates sutatay TEC, They ess } =e i a aS is if eae Gage ico scnugetaneo? sme tak coat 0, ; : ce = ee See. ear “FAC rato ae ? “yon nT Pusertnt EA MOT ~ < : am F Li Ly a ¢ 1 fi ; 5 a aera Wace erin THE CHARGE PER*SIWCLE! = -i* “hee \ see sab waa 30 TS ; treat cast whe OSE KAPS «. 7, esdios vance ses bi es 16 x CAST INDI an : = : . 4 Nahe ETAL: CORSON $30,007 . IMSTALL: BETWEEN OUTLET. OF CHECK VALYEAND OME EACH SHEL EqUAL: TO CRIMWEL = AMEE sos eke ; jE : A J fees fe bee Ae isi tecs: Siar oy, Fatt “£64 Sanruane: RATE VALVE ALE BAL re coon merges peas Fae, 1682 ai base cars Figs up a s 4 r : ay Pi & yp : TA gtutas Salt BE APPROVED 87 THE-DEPARIMERT OF PusLIC vorss. 2 fp VW HETER Toxeg, 3°-0" ApOWE <CEHTE an 1m Ks 7. , ie : 3; TErwonaay Speronr rt : ; N¢ ; “Gx RCCIFIED: Br THE MANUFACTURER; - g WALES AT-THE-T se PLAN — BASE: er ae : ee eee o aes = aah ) AN — BASE, ; 2 z x ETENRORARY =U eee: ¢ tei : ig en tea sue ea ee nate atoes hairy, ae Sa § ‘RUST, CHANT a MILEAGE, 3D 3D THE CITY AND THEM On, re rie es "su btn, h we ws ee ee ete. Hane 2 : IPE AT OF tee ‘ ss aan : A cgvcin WECeSbART TO FAT THE, (buen ; NO. 222P DIAMOND 6 chek Z35-269) FoR twrOUUATION en SyILBINE SEvEAL TS KLADY ech terde cay tru, ie a ea ia prayers tetera i So FOR SMSPECTION AMD TESTING. — RUTLDING SEVER AkD SIDE SEVERS re ne 2 fp dite Mes : : SHALL BE-TESTED PER CITY SPECIFACATIONS. MAKE-THL CORAECTIDR: " 2 ee ee “1 * S" RYTHE ROUSE. <0 MOT SACKFILL THE DITCH UNTLE APPADWAL TS 44 ee thee car unpack : pL... CIVEM. BY THE INSPECTOR. FINAL APPADVAL WILE" BE. CRANTCD AFTER i aiove nm bs . aan : INSPECTION" covers | = PSS: T PLUG EEO INSPECTION &: ay OTHERS),~ 9.3 it /waTeR SEPARATION LEHAMBER « ‘BAFFLE Low DIPFUSER L GRIT/SEUDGE RETAINER WEIR SAMPLING TEE...” OIL RETAINER . Ste se | of : “Sp Bp HOLE TYP -"EALEND FOR: “INLET & OUTLET i fs : B 7 8 ) T y Su i t e - F Fe d e r a l . Wa 98 0 0 3 oe in e e r i n g » Pl a n n i n i I t i n g + E n g -C o n s u gd i t l e , Wa , 98 1 0 9 | 20 ) Su i t e = - . - “ a — - rt nie eg ge eee = a =— Se te ont iaad NOT FOR CONSTRUCTION UNTIL CONSTRUCTION SEQUENCE APPROVED BY CITY OF RENTON L INSTALL ROCK CHECK DAMS) STRAW BALES § SILT FENCES. \Z.. INFTALL UNDERGROUND. UTILITIES — ie : af ‘3. Fill $17 10. FINISH GRAPE 2 a : 4 : : : : ; ‘ 4.$EE2: OR OTHERWISE. STABILIZE EXPOSEG F0uS : ie : 3 2 : ; : ex oe 5. PAVEMENT AND ASPHALT SURFACES & REMOVE INTERIM EROSION CONTROL - FEATURES CB 4. h TYPE IL, S# OA. RIM = L925 ELE = 12079 PROPERTY LINE | SEOLF.90'$ OM? @ 3= 0. : PROPOSED CONVENIENCE : "STORE UEINISH FLOOR 2 20.60 me 3s : 5; : : gen | | “.EONC WALKWAY 2 oo 3 Yn. a> [e@] = <= m=) ne oO = S ae @ N ™ Cc 2 < 3 = 3 = tape ~ 23 ae m3 8 { + on BR Ss eB EXTRUPED AGPHALT CORB <TYPICAL #BE DETAIL aC H v i T I E S LOWER LEVEL ‘FINISH a” FLOOR £L.= 20,00 in g a ; : BAYS SOLID, COVER, SEE DETAIL Ne ooage CONTROL STRUCTURE, TYPE ID, 54" . 3 : TRIM = 18.83 ey ° DE. Ge CBS TYPE LT RIM ABTS TLE. TSF 3BY PROPOSED RESTAURANT MAIN LEVEL FINISH PLOOR EL,= 23.00 CL E A N 4E D I M E N T S in ca FR O M RE C E N T . 79 5 . 8 0 ! ot __ INSTALL INTERIM | ROCK CHECK DAF = $° STRAW BALES . eae ‘ in e : ng «P l a n n gi n e e r i —. Se se 282.4%. 12° CMP. ; —f BS* F2% Zi $IDESLOPE PAAXIIIUA STORMWATER DRAINAGE PLAN NOTES le ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY GF RENTON SPECIFICATIONS. CB 7 TYPE L RIM 2/8.86 ZL. 2 15-06 2. DATUM AS SUPPLIED BY CLIENT. LE= ee SOLID COVER fo n e N 3. AGL SEDIMENTATION/EROSION FACILITIES MUST BE Ks) ‘1 IN GPERATION PRIOR TO CLEARING. AND BUILDING “ CONSTRUCTIGN, AND THEY MUST BE SATISFACTORILY EX I S T I N G TR E N C H tI N PO W E R , TE L E P H O N E , S7 . , L/ 6 H T S MAINTAINED UNTIL CONSTRUCTION ARE COMPLETED ANDTHE POTENTIAL FOR ONSITE EROSION HAS PASSED. | z Co n s u l t i n g e En ») Ch a e 4, GALVANIZED STEEL PIPE UTILIZED AS DETENTION : FACILITIES SHALL HAVE ASPHALT. TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. SE R I E S IT A , “2 , i vw 17 “ “P R O P E R T Y L1 N E 5. ALL DISTURBED AREAS SHALL. BE SEEDED BY METHODS Cae” _FOR THE PREVENTION GF ONSITE EROSION AFTER THE INLET AIX IST _ COMPLETION OF CONSTRUCTION. LE. 15.422 : Dav ew aeisT/NG ‘ @- GRASS SEENING WILL BE.DONE USING aN APPROVED PLOW L/VE “s TYPE:HYDRO-SEEDER, OR AS OTHERWISE APPROVED BY ; CITY OF RENTON PUBLIC; WORKS DEPT. Ge o r g e J. Li > < CONG. “SIPEWALK - ere ee ARCH @ 5 = 4,0 FS AS T VA L L E Y RO A D AF 8 3” Car, ga AN 7. ALL PIPE SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION ACCORDING TQ WASHINGTUN STATE SPEC. ae i 7-02,3(1). THIS SHALL INCLUDE NECESSARY * t : LEVELING OF THE TRENCH BOTTOM OR THE TOP OF “THE FQUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TD UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE [/PIPE WILL BE SUPPORTED ON <A UNIFORMLY DENSE “UNYIELDING BASE. . iF THE NATIVE MATERIAL IN CTO FOR ALL $iDESLOPEs) Lil MAX S(PESLOPE PROVIDE | MAN ROCK ON Alt $L0pES GREATER THAN 234 es. op Po : z ‘\THE BOTTON-GF. THE TRENCH MEETS THE : SREQUIREHENTS FOR “GRAVEL BACKFILL. FOR PIPE INSTALL INTERIM ; el et BEDDING" THE FIRST LIFT OF PIPE BEDDING Mav. DE $1tT FENCE 4) OMITTED, PROVIDED THE ‘MATERIAL IN THE BOTTOM GE! 4 THE TRENCH 1S LOOSENED, REGRADED AND COMPACTED ie TO. FORM A DENSE UNYIELDING BABE. : Ws ae. v Bh ead aoe (EXISTING x GRADES EL, =/89,25 92 82 AV E . SE . |. 8. ALL BUELDING DOWNSPOUTS AND FOOTING DRAINS SHALL. BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE APPROX. LOCATION OF : DEPARTMENT OF PUBLIC WORKS. EXISTING DRAINAGE CHANNEL* ‘ 2 sees : : . ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT- : OF-WAYS SHALL HAVE ROUND, SOLID LOCKING LIDS. MATCH EXISTING GRADE UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF iN me 2 AT PARKING EL. 242.002 PUBLIC WORKS. REMOVE 25° - = L.F. OF EXTRUVOED CURE 10. ROCK FOR EROSION PROTECTION OF ROADSIDE * - z DITCHES, WHERE REQUIRED, SHALL BE OF SOUND “QUARRY. ROCK TO A DEPTH OF 1 FOOT. ROCK CONSTRUCT COMMERICAL DRIVE! WAY APPROACH! AS PEM C/F¥ OF RENTON *FTANOAROS EXISTING CHANNEL. ne Cr Oo ie faa ney: ees gorrom OF W716 fo" _ EXISTING CHANKEL- QUARRY 4PALLS ELEVATION — SECTION ROCK CHECK DAM DETAIL — NOTES: D4 1 PIPE SIZES & SLOPES, PER PLANS 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10°OF 2. GOLLET SCAPAEITY Non) LESSHIRA ; re THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), COMBINED INLETS. < fo" 4 : » OR 15’ FROM THE TOP OF ANY CHANNEL BANK. 3 METAL Pants: o> is A. ‘CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE 2. le. THE STORM DRAINAGE SYSTEM SHALL. BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE IN ¥ FILE IN THE DEPARTMENT QF PUBLIC WORKS.. -ANY ~ DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. B. F GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT Nal 72. FRAME ANO LADOER OR STEPS ae OFFSET SO: » BAD A. CLEANOUT GATE IS VISIBLE 2s FROM TOP, 13. A°COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN’ PROGRESS. EROSLON/SEDINENTATION CONTROL HOTES Co . Re s t a u r a n t me n t Pl a n ED rs, ee 14. IN ADDETION TQ FULL INSTALLATION OF TEMPORARY cd Ae a” EROSION AND SEDIMENTATION CONTROL FACILITIES, 6 < ALL A/D FACILITIES’ WILL BE INSTALLED AND IN LVL" OVO Week... ; ; ; : : 1:. All limits of clearing and areas of vegetation preservation Fe i Pl AN VIEW 8. CLIMBOOWN SPACE Ms CLEAN Pe 3 2 Zee? : - il FS, CA ; PERATION PRIOR N CON. eee Cot yse OPER OR TO’ OR IN CONJUNCTION WITH ALL ALP ER FO DOIAB : pee ees “ “ as prescribed on the plan-shall.be clearly flagged in the SCALE : i : ; OFFSET. SEE NOTE 4. CONSTRUCTION ACTIVITY WHENEVER THAT ACTIVITY ‘ field*and observed during construction, )” FRAME & LADDER OR STEPS _ : i iy 2, ALE required sedimentation/erosion ‘control facilities must ROUND. SOLIO COVER MARKED _. RIM ELEV. 18, 83 : F iS 2h ponte oes Pap) oy : ake be constructed and in operatton prior to lend clearing and/ AREA HALOS OLED av, PAVING AND EXTRUDED CURB E TAIL EXCEEDS THE CAPACITY AND INTENT OF THE ¢ a | eet <a . : | We or other construction to;insure that sediment laden water 2 : BY ENGINEER; ; % 4 - 2 EROSION/SEDIMENTATION CONTROL FACILITIES: pics x ; does toner the ae fe a Fix Soe ei 2 t: and sediment facilities shall be maintained in a satisfac- phere tory condition until such time that clearing and/or cén-_ % struction is pompleted and potential for. onsite erosion has OVERFLOW LEV 16.69 _passed. The implementation, maintenance, replacement and DETENTION additions to erosion/sedimentation control systems shall be Ber nace r responsibility of the permittee. bie S in i n g = Rios , 15. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 —— CHAIN - 200™ Capacity SLACK FEET BELOW PAVEMENT LEVEL - . WHEN GATE IS _DOwt FASTEN CHAIN TO FRAME Ec c e n s t e r o r Ca n t St o r m Dr a i n a g e & Gr a d i n g De t a i l s & No t e s CL I E N T : ML A AR C H I T E C T S 16. CATCH BASIN GRATES INSTALLED ON CITY RIGHT-OF- > WAY SHALL; CONFORM TO STANDARD DRAWING NO. 39 —— STANDARD GALVANIZED STEEL OR iS - ¢ ase ; ALUMINUM » LADDER /STEPS. 5 £ is Se OR NO. aay Gia. We FE eg 4 RN S dent ete fx = ig a Soe Rete roe ames GCEI PEVICC QOGHS BIAHEP FO... Zgeagatinn || Beige C200 GPOLIID STII. A Sfua/, ; 17. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WI1H PEN GRAVEL OR S/8" MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. 3 CUTS, INTO THE EXISTING ASPHALT .SHALL BE NEAT LINE CUT WITH SAW OR JACKHAMMER IN A. CONTINUGUS. LINE. A TEMPORARY COLD*=MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACK FILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR TWO INCHES, WHICHEVER IS GREATER. 3. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to ~~ . areianaace meet anticipated site conditions, {As construction pro- : i Bresses and ynexpected or seasonal conditions dictate, the -. permittee should anticipate that more @rosion and sedimen- — tation control facilities will be necessary to insure com-; ' plete siltation control on the preposed site. During the > : [is _course of construction, it shali be the obligation and re-+*« Pe ge ouner §| repost seee Gf. the’ permittee to address any new conditions 2 DP i ‘that may be created by his activities and to provide addi-. * ie UBF = tional facilities, over and above minimum requirements, as —— may be needed to; protect adjacent properties and water be -quality of the receiving drainage system. CLEAN : iy GATE + t an DRONES MTD. B. LIFT GATE ‘No. CvC/L -LO, CASCADE CULVERT INC, OR E C. OTHER DEVICE APPROVED BY ENGINEER. Re w a r d L 23 3 Ea s t l a k e Av e . E. Su i t e 20 1 , Se a t t l e , Wa , 98 1 0 9 OLS 0878 FORE GOICED FOC. T 1 1 1 io, if ; = | Beer wire He ALLE i YI PYCE/ ACVICEAEIF $"| i Si t e De v e l o So u r d o u g h M PR O J E C T : ORIFICE. DIAMETERS i Sey TH < <4, Approval of this plan 4s for erosion/semimentation control 6" Minimu 18. ALL METAL DRIVEWAY CULVERTS WITHIN CITY RIGHT- ~*" sonly..” Te dogs not constitue an approval of storm drainage - Sar : OF-WAY MUST -HAVE..CONCRETE OR MASONRY HEADWALLS JOB No: 86-076 Fi design, size*nor. Location of pipes, restrictors, channels RESTRICTOR PLATE #/ thy INCHES OF ACCEPTABLE. DESIGN. 5 SCALE « 1220" Ee? e : : or retention facilities. : WiTH ‘once aT tig : : : 3 : voHET #1 #2. fe incués - Coarse Aggregate Ae 19. THE CONTRACTOR SHALL..CONTACT METRO, ROBERT. #3. “Ih INCHES HIRSCH » 447-6577, FOR SCHEDULING REQUIRED INSPECTION AND APPROVALS. 2 DESIGNED: pies evi / a DRAFTED: “ce @0. UTILITIES SHOWN ON THIS: DRAWING $8, : : : ee Bee STABILIZED CONSTRUCTION ENTRANCE ; f + SEARCH OF AVAILABLE INFORMATION, } : ee FABRIC: 2 : ; é SHALL VERIFY LOCATIONS OF .EXISTI : a EAE . Sie i NTS. : : o : PRIGR TO COMMENCING CONSTRUCT LON ; ae — ee : see ‘ < " ‘ $ ‘ “GRADE CONFIICIS, NOTIFY UTILETIGSETG FIELD te, ee ery ! : : gd its te LOEATED FACILIT fe HON. AAAS i ’ Saad ie , e EERE Ga ot POLLUTION Brie : NOTE: TOPOGRAPHY , SHE PLAN é LEGAL $UPPLIEP BY CLIENT .. Skene BUG r BEFORE CONS TE ee MAY ae 7a ay a6 é SEE SHEET 2. FOR WATER ¢# SANITANTARY SEWERS : ees aleiiecevea ree uate ee : < APPROVED- DIRECTOR OF PUBLIC WoRRENO/EUNING UCrT, SA-04a-86