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HomeMy WebLinkAboutLarge FormatCl ::: "C z <( ...J a. (!) z -C ~ (!) .... co Q "" ... N Cl) E "' C: ~ u. .l!I C: ~ "' > ·- >, ..Q "C Cl) :t: ..2 ll. E "' "" N a, "" .... Q N ..f .... .... I.) 0 .l!l "' C -0 ll. L EASEMENT .. ~-~ 362.41' \ !I !, ii !I i j i i " ! !r j Ii i :/ I 1., " !1 i ii l; ; i / -+_,./ \ / (,]' .; NON~EXCLUSIVE:,ACCESS EASEMENT . \ \,. ,/ CD GRADING PLAN 1 SCALE: 1" = 20' . Fi-I @) ___ _ N 88 '33'26" W f373.60 ' ' 2,75· \ rH·:· 37.7.40-,. c' --; __ _;;,,., ' L=/39.60' R=1879.86' t, =04 ·15'7 7" Chll=/39.56' ChO=S 84123'22" W I-• -. i'ii ~ ~ •( CJ "' v) tJ ~ 20 10 0 20 SCALE IN FEET r 42.10 j42 C -1.5% ·--- 40 CD ® GRADING KEY NOTES MODULAR BLOCK RETAINING WALL EXIST CONCRETE RETAINING WALL TO REMAIN ADA CURB RAMP ADA SIDEWALK 0 0 ® ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA PARKING AREA. ® INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES. GRADING NOTES 1. PROPOSED CONTOUl~S ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING. 2. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS. 3. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS DESCRIBED OTHERWISE. 4. SIDE WALKS & CROSS-WALK AREAS HAVE A 1.5% MAX. CROSS-SLOPE AND 4.5% MAX. SLOPE IN DIRECTION OF TRAVEL. 5. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1 :12 IN DIRECTION OF TRAVEL. 6. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF TRAVEL FOR 5' MIN. 7. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR. EARTHWORK VOLUMS ANDAREAS CUT FILL 2,075 C.Y.* 198 C.Y.* * EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT REQUESTS. STRUCTURAL FILL WILL BE PROVIDED BY WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT MATERIAL WILL BE HAULED TO WASHINGTON ROCK, SUMNER, WA. TOTAL SITE AREA 34,161 SF AREA OF WORK 34,993 SF GRADING LEGEND CONTOURS BREAKLINE SPOT ELEVATION MATCH EXIST APPROX SPOT ELEV SLOPE DIRECTION MODULAR BLOCK WALL before you dig . -I Abossein Engineering, L.L.C. ' ~ECH/1.IIICAL -E :CTRICAL Cll/1_ -LC[~ FIR[ ?fWT[C-ICJN 2100 112TH A.\/C. flf BELLl VUl WI\ 98004 , Pl i ( L25) 1162-9441 'A'i 1,pc'1 46?-9151 .! .. \ _Ji '- : -lvla·i·:· cser 1.1 .. ice@ob. css. eir .rnrr I Lil/l~ul~~~= i I l- :::a Cle w CL a< u, 0 z u... 0 l- u, :::a 5 CD w ::, Cle u, i >-CD "' 5 .~ N I ...: 0 0 -I 0 -0 -N .z "" ... "' ca 0 m M-,_ <O • <0 M C .J ...... <N .... • • 00 a. .J --" ,_ ,_ 0 "! "! E :::, IL mmo NNO .. "@ E "'iji )< ~ f-ro , ... ~ E "' ·-u rn ~ ~ II> .:; :;: ... "' ·-w • .c C) w c.) <n • <O • .. > m :z: ·c 0 D <O <( rn ~ •• C • i D <I) .!; ~ ~~ ro • ~~ s . C N 0 -c 0 <O • , -"' WEND V'S 10619 SE CARR ROAD RENTON, WA 98055 : WENDY'S STORE NO. 10542 NEW RESTAURANT · E2000-2013-UM-T1 ULTRA MODERN i I I0/14/1~ E2000-2013-UM T1 9-12-2013 JOB No. SHEET No. 213087 C2.0 IQbt,tivc1" '... L ..J OCT 2 2 2013 ,_ 'E ~ 0 ::c E C. "' "' "' (") ... c:, "' c:, "' .... u 0 .s -~ 0 -. D.. PROJECT INFORMATION: SITE ZONE: COMP PLAN DESIG.: ASSESSOR PARCEL SITE AREA: COMMEl<CIAL ARTERIAL (CA) COMME\ICIAL 322305-8063 36,919 SF (.85 ACRES) EXIST USE: PROPOSED USE: EATING & DRINKING ESTABLISHMENT -SIT DOWN EATING & DRINKING ESTABLISHMENT - PARKING STALLS DRIVEWAYS: PROPERTY OWNER: WITH DRIVE THRU WINDOW 29 STALLS (REDUCED FROM 61 STALLS) EXISTING APPROACHES TO REMAIN TRI MARI< NORTH BENSON, LP PROJECT DESCRIPTION: THE EXISTING SITE IS APPROXIMATELY .85 ACRES AND HAS A 3,927 SF SHERRI'S BUILDING WHICH WILL BE DEMOLISHED. THE PROPOSED FACILITY WILL BE A WENDY'S RESTAURANT WITH 3,227 SF,1-STORY, VB CONSTRUCTION, QUICK-SERVE RESTAURANT WITH DRIVE THRU WINDOW. THE SITE CURRENTLY HAS 61 PARKING STALLS AND THE PROPOSED WENDY'S WILL HAVE 29 STALLS; A REDUCTION OF 32 STALLS. THE SITE WILL HAVE STORM A NEW UNDERGROUND STORM DETENTION FACILITY WITH WATER QUALITY. VICINITY MAP " ---J 0 tr: f !'; ltt";)jJ l .tt Y,,};l,iy, f;!_-~,ficnl :'cem,;if· ,fdrd Si i: .-.-. •- ,_ 1~ :~ ; !¥,-i'J § ' s ' '~ King otrJnu-;: ~ LU1?!l'.'1sln Cl1tW.Jil _: t;~ i _ ,·,_;; l fi'liL ?~ j S£ UY~:; if -j1 /j Llf,~ CtWfH'f\Vl~ifJ GhwrA, ' ., "' ITITLE LEGAL DESCRIPTION I SITE THAT PORTfON OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SECnON 32, TOWNSHIP 23 NO, RANGE 5 E., WM., COUNTY OF KING, STATE OF WASHINGTON, MORE PART!CULARl Y DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN THE COUNTY OF KING, STATE OF WASHINGTON; THENCE, SOUTH 01"26'34" WEST ALONG THE CEN7ERUNE OF 108TH AVE. SE A DISTANCE OF 470. 74 FEET; THENCE, AT A RIGHT ANGLE NORTH 88"33'26" WEST A DISTANCE OF 50.00 FEET TO THE WEST MARGIN OF 108TH A\IE S.E. AND THE POINT OF BEGINNING; THENCE, NORTH 88"33 126" WEST A DISTANCE OF 249.71 FEET: THENCE. NORTH 01"26.34" EAST A DISTANCE OF 98.67 FEET; THENCE, NORTH 88"33'26" WEST A DISTANCE OF 362.41 FEET; THENCE, NORTH 01'22'27" EAST A DISTANCE OF 20.92 FEET; THENCE, NORTH 61"58'20" WEST A DISTANCE OF 13.28 FEET; THENCE, NORTH 01"22'27" EAST A DISTANCE OF 171.44 FEET TO THE SOUTHERLY MARGIN OF CARR RD.; THENCE. ALONG SAID SOUTHERLY MARGIN THE FOLLOWING COURSES, ON A NON-TANGENT CURVE TO THE RIGHT. THE RADIAL CENT[R OF WHICH BEARS SOUTH 18"49'44" EAST A DISTANCE OF 1859.86 FEET, THROUGH A CENTRAL ANGL£ OF ,0·59'31" FOR AN ARC LENGTH OF 356.81 FEET; THENCE, NORTH 01'24'49" EAST A DISTANCE OF 20.26 FEET; THENCE, ALONG A NON-TANGENT CURVE TO THE RIGHT, THE RADIAL CENTER OF WHICH BEARS SOUTH 07"44'16" EAST A DISTANCE OF 1879.86 FEET THROUGH A CENTRAL ANGLE OF 04"15'1 r FOR AN ARC LENGTH OF 139.61 FEET; THENCE, ALONG A COMPOUND CURVE TO THE RIGHT wrrH A RADIUS OF 1879.86 FEET, THROUGH A CENTRAL ANGLE OF 00"19.16., FOR AN ARC DISTANCE OF 10.54 FEET; THENCE, NORTH 86"50'18" EAST, 58.74 FEET; THENCE, SOUTH 74"40'26" EAST, 54.79 FEET; THENCE, ALONG A CURVE TO THE RIGHT WiTH A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 01"29'25~ FOR AN ANG DISTANCE OF 0.65 FEET; THENCE, LEAVING THE SOUTHERLY MARGIN OF CARR ROAD AND FOLLOWING THE MARGIN OF 108TH AVE SE (S.S.H. 5-C {515)) SOUTH 15"54'58. WEST, 5.71 FEET; THENCE, SOUTH 3a·11·24" EAST, 22.07 F£CT; THENCE, SOUTH 01"22'49" WEST, 147.00 FEET; THENCE, SOUTH aa•33'26 EAST, 5.56 FEET,· THENCE, SOUTH 01"26':J4H WEST, 247.97 FEET, TO THE POINT OF BEGINNING. (ALSO KNOWN AS LOT X OF KING COUNTY BOUNDARY LINE ADJUS(MENT NO. L07L0040, ACCORDING TO THAT BOUNDARY LINE ADJUSTMENT RECORDED AUGUST 22, 2007 UNDER RECORDING NO. 20070822900006, IN KING COUNTY, WASHINGTON.) SITUAT[ IN THE COUNTY OF KING, STAT[ OF WASHINGTON The properly descrlbed hereon is the same as the properly described in First American itle Insurance Company's Commitment, Order Number: NCS-605666-WA l, having an effective date of: April 22, 2013. PAVING SECTION THICKNESS _ .. ,::::- -- -'--; MATERIAL STD-DUTY TRAFFIC HEAVY-DUTY TRAFFIC • TAKEN FROM SOILS REPORT BY TERRACON CONSULTANTS, INC. THE SOILS REPORT DATED 7-2-2013 TERRACON SUBGRADE 12' MIii. COMPACl!O El. OR NEW S1RIJCT Flll CRUSH AGGREGATE 6' 6' BASE ASPHALT CONCRETE 2 1/2' HMA 3 1/2" HMA PAVEMENT TOTAL PAVEMENT 8 1/1' 9 1/2' SECTION REFER 10 SOILS REPORT OAlEO 7-2-2rn3 BY IERRACON CONSIJLTANTS, INC. CONSULTANTS, INC. IS HEREBY INCORPORATED INTO THE BID SET OF DRAWINGS AND SPECIFICATIONS BY REFERENCE. GC SHALL FOLLOW ALL RECOMMENDATIONS SET FORTH BY GEOTECH CONSULTANTS, INC. AND WORK WITH THE GEOTECHNICAL ENGINEERS ALLOWING THEM TO MAKE RECOMMENDATIONS AT CRITICAL MILESTONES IN THE CONSTRUCTION PROCESS WITH REGARD TO SOIL PREPARATION ON-SITE AND BELOW FOOTINGS. NOTE: 1. CONCRETE PAVING TO BE REINFORCED W/ REBAR PER DETAILS ON SD SHEETS AT MID DEPTH, TYPICAL, UNLESS OTHERWISE NOTED. 2. REFER SOILS REPORT BY TERRACON CONSULTANTS, INC • DA TED JULY 2, 2013. FOR SITE PREPARATION AND ADDITIONAL DETAILS. = = = ~ = L,_J (_) (_':) = o_ o_ = = VJ .i. -· ,, / - -@) --.-/@. . @ ~ {@t®·· '· @' . ' •, 24' s·- © G) I I i @ @ tt _.@) -----_:------ @ 0 I I .: I =~ @@·'·' 2'-11 ", @ I I --.-- 20· 1 24' 1 -zcr---s-13'-6" -,-----/--------,, ----,lf---Ji'--- I 4·-11·· / 1.;o:_~ .. ~- ~ ® I I ~-----·:, ~ Q_ I m>--• I I-" 0... i ' @ / @ -~ G:> °' £.1 ~ \ j ii ®-·· ~o-puw@ --I I PUW 0 rc:;-. c:c. n, @ 1,' I --.-' \, \"'='1======4SI GN @ _@ " -----t-SIGN "3 0 / 01 Di" ) 36'-31" (-, ---+ -=---=t--~-~t,-,-.~--=~ ~~J 2 --+----33'-~" ~+ 23'-11i" ~~26'--'7~~-+---=3'-'-4~"-1 \ ~~ ,, I ~ -. /, '' ' ' SITE PLAN SCALE: 1" = 20· .,;,-:' ·-.. ' . 0 10 20 ~IN ··o ' •: NORTH \ 13·i~"-3 '-9 " \ ..... , . / 0'\ ', \o', //"' l ''' ';,-• ---I '; ~' C --' ; ' ·-' I KEY NOTES Ci) INSTALL ASPHALT PAVING; REFER TO THE 'PAVING SECTION THICKNESS' TABLE THIS SHEET AND GEOTECHNICAL RECOMMENDATIONS UNDER SEP ARA TE COVER. 0 INSTALL 6" CONCRETE PAVING; REFER TO THE 'PAVING SECTION THICKNESS' TABLE THIS SHEET AND GEOTECHNICAL RECOMMENDATIONS UNDER SEPARATE COVER. 0 © ® © 0 © 0 @) @ @ @ @ @ @ @ @ @ @ @ PROVIDE THICKENED CONCRETE EDGE AT PAVING INTERFACE CONSTRUCT CONCRETE CURB AND GUTTER CONSTRUCT CONCRETE CURB AT ASPHALT PAVING CONSTRUCT CONCRETE CURB AT CONCRETE PAVING CONSTRUCT MONOLITHIC CONCRETE CURB AND SIDEWALK CONSTRUCT MONOLITHIC CONCRETE CURB AND PAVING CONSTRUCT CONCRETE CURB AT BUILDING SIDE OF DRIVE-THRU LANE CONCRETE GARBAGE CAN, TYP OF 2 NOT USED NEW ASPHALT DRIVEWAY 4" CONCRETE SLAB OVER 4" CRUSHED ROCK OVER UNDISTURBED SOIL OR SOIL COMPACTED TO 957. PER ASTM D-1557. BROOM FINISH SURFACE AND PROVIDE 3" SMOOTH TROWELLED PERIMETER EDGE WTIH 1 /2" RADIUS AT EDGES PROVIDE CONST. JTS EVERY 5', EXPAN JTS EVERY 15' CONCRETE TABLES WITH BUILT-IN SEATS FURNISHED BY OWNER, INSTALLED BY GC IRRIGATION METER WITH BACKFLOW PREVENTION DEVICE, REFER TO CIVIL DWGS CONSTRUCT FILARE SIDED (WINGED) CURB RAMP CONSTRUCT IN-LINE CURB RAMP PROVIDE RAMP AND LANDINGS AT HANDICAP ACCESSIBLE PARKING SPACES CONSTRUCT DELIVERY RAMP; SEE DETAIL EXISTING FIRE HYDRANT TO REMAIN INSTALL LIGHT POLE BASE. REFER TO SHEET ES1.1 FOR POLE AND FIXTURE REQUIREMENTS. @ NOT USED @ INSTALL BARRIER POSTS AT PREVIEW BOARD, MENU BOARD, AND PERIPHERAL TO BUILDING CORNERS. CONTRACTOR TO PROVIDE SLEEVES THROUGH CURB AND GUTTER WHERE APPROPRIATE. @ INSTALL DETECTOR LOOP FOR ORDER BOARD & 6'X8' RAIN COVER @ INSTALL DETECTOR LOOP AT PICK UP WINDOW @ NEW WATER METER, REFER TO CIVIL DWGS @ INSTALL PREVIEW BOARD _ @ INSTALL ORDER BOARD; INSTALL 6'X8' RAIN COVER \§t CONSTRUCT MASONRY BLOCK RECYCLE & SOLID WASTE ... @ SITE 'ENTRY SIGN UNDER SEPARATE COVER. GENERAL CONTRACTOR REFER TO SHEET ES1.0 FOR CONDUIT AND WIRING REQUIREMENTS. ® SITE 'DRIVE-THRU' SIGN UNDER SEPARATE COVER. GENERAL CONTRACTOR REFER TO S!-tf;f:T ES1.0 FOR CONDUIT AND WIRING REQUIREMENTS. @ SITE 'THANK YOU/DO NOT ENTER' SIGN UNDER SEPARATE COVER. GENERAL CONTRACTOR REFER TO SHEET ES1 .0 FOR CONDUIT AND WIRING REQUIREMENTS. @ @ INSTALL HEIGHT CLEARANCE (9'-0") AND WARNING POLE SIGN \ INST~LL ACCESSIBLE PARKING SIGN WITH 'VAN' PLACARD @ FREESTANDING SIGN; GENERAL CONTRACTOR TO PROVIDE CONDUIT AND WIRING PER SHEET ES1.0. INSTALLATION BY SIGN CONTRACTOR. @ APPLY INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL ON DOOR. @ PAINT 4-INCH SOLID WHITE PARKING STRIPES 4• WIIDE AT 12·oc @ PAINT ACCESSIBLE PARKING SYMBOLS, TEXT, AND DIAGONALS @ NOT USED @ ® PAINT TRAFFIC DIRECTIONAL ARROWS; SOLID WHITE AND TYPICAL AS SHOWN .• PROVIDE SCHEDULE 40 PVC SLEEVES AT 2X DIAMETER OF PROPOSED IRRIGATION PIPING; TYPICAL OF ALL LANDSCAPE AREAS. REFER TO SHEET 11.1. '42\ GRE"iSE INTERCEPTOR, CONTRACTOR TO COORDINATE WITH THE ~ APPROPRIATE UTILITY PROVIDER. REFER TO SHEET PS1 .0. @) @ @ @ PROPOSED TRANSFORMER LOCATION, CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY PROVIDER. BOLLARDS INSTALLED PER PROVIDER STANDARDS. REFER TO SHEETS PS1.0 AND ES1.0. PROPOSED ELECTRIC METER AND C/T CABINET MOUNTING, CONTRACTOR TO COOfDINA TE WITH THE APPROPRIATE UTILITY PROVIDER. REFER TO SHEET PS1 .0. PROP,OSED GAS METER LOCATION, CONTRACTOR TO COORDINATE WITH THE APP~OPRIATE UTILITY PROVIDER. BOLLARDS INSTALLED PER PROVIDER STANDARDS. REFEf TO SHEETS PS1.0 AND P3.0. INSTALL U-BAR BIKE RACK(S) j @ NOT\USED @8 HOT] WATER SPIGOT, 24" ABOVE FINISHED GRADE ON OUTSIDE OF TRASH ENCLOSURE. CONTROL FOR HOT WATER LOCATED ON WEST SIDE OF KITCHEN DOOR, INSIDE BUILDING. REFER TO PS-1 ' @ Nor,' USED @) 4" PAINT LINES AT 24" OC T 45 DEGREE ANGLE ' i @ CEN1TERLINE OF PAY WINDOW \ @) DETECTABLE WARNING TILE TO START 6-8" FROM ASPHALT PAVED SURFACE, 16/SD2.0 @ MATCH EXISTING GRADE AT NEW DRIVEWAY APPROACH, REFER TO CIVIL @ LA~DSCAPING, SEE SHEET L1.1 @ 4" 'cONCRETE SLAB WITH 30"X30" CONCRETE SCORE MARK PATTERN r;:;,., J ~ BLlK RETAINING WALL, REFER TO CIVIL DRAWINGS ® NEVI DRAINAGE STRUCTURE, REFER TO CIVIL DRAWINGS @ PA{CH HOT MIX ASPHALT (HMA) AFTER NEW TRASH ENCLOSURE AND CONC. PAD IS INSTALLED, SEAL ALL JOINTS I- "" 0:: "-' c... 0:: Vi e z 0 I-en :i > CD w i7l DC >--CD I"') -0 ~ "' <( 6 D -I 0 ci z -N "" ... LI') m ~ M - IJ ~ ro ru ro M C ... ..----N...: ' .. ... ... ;:. ;::_ ~ '-"'! '-"'! E ~ ... ~~o N N 0 " "© E ID x ~ I-• 0 ~ "-E .a ·-... rn ~ ~ " :J ;;, ~ " w • ... C) w ... "' ru ro • .. > ~ ::c ·co ci: 0 ro m .~ C ru .S 0 m C ru --~ ~~ •• --: ~ Sc N o ~ -0 C ro • ~ "' WENDY'S 10619 SE CARR ROAD RENTON, WA 98055 :z :5 0.... ~ (/) 0 l.J..J (/) 0 0.... 0 a::: 0.... WENDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN 5103 REGISTERED ARCHITECT @ PAtCH HOT MIX ASPHALT (HMA) AFTER NEW TRASH ENCLOSURE AND CONC. PAq rs INSTALLED, SEAL ALL JOINTS E2000_2013 _UM T1 RECENED~~~~- 02013 9-12-2013 oc, 2,. -- . __ --,,·r-}N)OB No. SHEET No. CllY Of R"-''':'. ~----t----- PtAt-1rc·Nc; ,o;<;.c.iN 12-4004 SP1 ... • u 1/) ..J • C 0 -C & >, ,, C Cl> ~ U) N 0 <') ';" ... Cl> E OS C .9! u:: e ,, Cl> c.. >, .c ,, Cl> ~ c.. E Cl. ~ U) <') ... 0 N a:i 0 -" 0 ~ 'C 0 c.. I I ) J - --! -· -· .------ r + + + • I,+. LIOUI AMBER / -"';j ,'.(REMOVE) .· I . ./ i , . r ./ ® _> -' \ _ j(_,,J__ )~_>;-· " '' ·, ' / . .-/ V \"·-.- LANDSCAPE PLANTING PLAN 20 0 ,0 ~--: GRAPHIC SCALE 20 40 1----~: ( IN FEET ) inch = 20 ft_ BO I \! \,...,.. .... ••••• •. • ' ix ·.• <,' • • • • " . '' + • + . ---. ---.. -/ 1~· . t / - " '·< -,-',,- '' 7" PRIJNUS (REMOVE) ,!. l •• • PLANT SCHEDULE TREES SYMBOL --/ " I \ I ® \~~~~~~- \ I " / ....__,... SCIENTIFIC NAME COMMON NAME EXISTING TREES TO BE REMOVED QUANTITY @ EXISTING TREES TO REMAIN WITHIN CONSTRUCTION AREA ACER PALMATUM JAPANESE MAPLE ACER RUBRUM 'AUTUMN FLAME' 0-AUTUMN FLAME MAPLE MAGNOLIA 'LEONARD MESSEL' LEONARD MESSEL MAGNOLIA THUJA OCCIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITEA SHRUBS SYMBOL @------- ®--------- 0------ @-- 0,-------- NOTE· -SHRUBS TO BE A MINIMUM OF 2 GALLON SCIENTIFIC NAME COMMON NAME HYDRANGEA MACROPHYLLA BIG LEAF HYDRANGEA NANDINA CDMPACTA COMPACT HEAVENLY BAMBOO PIERIS FOREST FLAME FOREST FLAME ANDROMEDA PINUS MUGHO PUMILIO COMPACT MUGHO PINE PRUNIJS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEM LAUREL SPIREA COLD FLAME GOLD FLAME SPIREA VIBURNUM DAVIDII DAVID'S ~BURNUM WEIGELIA JAVA ¥/EIGELIA RED RHODODENDRON (SAVED) WHITE FLOWERING RHODODENDRON GROUNDCOVER/OTHER SCIENTIFIC NAME SYMBOL 0 NOT[ 0 i· I I I -+ + + + -+ + r + + + --~ + -+ -+ + + + -+ + - ~ + ~ + -+ -+ -+ ----. ------------- COMMON NAME CALLUNA VULGARIS HEATHER MISCANTHUS ADIAGO ADIAGO MAIDEN GRASS GRASS PERENNIAL RYE MIX SOD CHAMAEDr~YS GERMANDER EUONYIJUS FORTUNE! EUONYMUS EXISTING LANDSCAPING TO REMAIN -GROUNDCOVER TO BE PLANTED TO ACHIEVE FULL COVERAGE WITHIN THREE YEARS. -GIWUNOCOVER IS NOT REQUll<ED UNDER SHRUBS OR WITHIN TREE WELL AREAS -CONTRACTOR IS RESPONSIBLE TO PROVIDE GROUNDCOVER AT SPACING SPECIFIED. THE QUANTITY SHOWN IS APPROXIMATE . TREE CONSERVATION TREFS REMOVED: 13 QUANTITY 2-ACER/VINE MAPLE, 4" CALIPER J-PRUNUS/ORNAMEN T AL CHERRY, 4" CALIPER 1-PRUNUS/ORNAMENTAL CHERRY. T CALIPER 1-PYROS/ORNAMENTAL PEAR, 3" CALIPER 1-PYRUS/ORNAMENTAL PEAR, 6" CALIPER 5-LIQUIDAMBER/SWEETGUM, 6'-8" CALIPER TREES SAVED: J: STREET TREES: ACER/MAPLE TREES PROPOSED: 13 DECIDUOUS TREES 15 EVERGREEN TREES 4 4 5 15 QUANTITY 4 24 15 29 143 27 53 17 7 OR MORE OUANmY 61 62 -+ -+ SIZE (MIN.) SPACING (MAX.) 2 " CAL. (MIii.) AS SHOWN (MAX.) 2" CAL. (MIN.) AS SHOWN (MAX.) I I /2" CAL. (MIN.) AS SHOWN (MAX.) 6' TALL AS SHOWN SIZE (MIN.) SPACING (MAX.) 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN 2 GALLON AS SHOWN AS SHOWN SIZE (MIN.) SPACING (MAX.) 1 GALLON AS SHOWN 1 GALLON AS SHOWN 1 GALLON 24" TRJANGULAR I GALLON JO" TRIANGULAR 1 GALLON 24" TRIANGULAR \ NOTES CONFIRM TREE REMOVAL WITH OWNER'S REPRESENT A flVE PRIOR TO REMOVAL 2-ACER/~NE MAPLE, 4" CALIPER 3-PRUNUS/ORNAMENTAL CHERRY, 4" CALIPER 1-PRUNUS/ORNAMENTAL CHERRY, 7" CALIPER 1-PYl!US/ORNAMENIAL PEAR, J" CALIPER 1-PYRUS/ORNAMENTAL PEAR, 6" CALIPER 5-LIQUIDAMBER/SWEETGUM, 6'-8" CALIPER STREET TREES, PROTECT FROM CONSTRUCTION DAMAGE MATCHING FORM, MIN. BRANCHING HGT 5' SINGLE TRUNK, MIN. BRANCH HEIGHT 6' SINGLE TRUNK, MIN. BRANCH HEIGHT 6' STRONGLY UPRIGHT. FULL NOTES MULTI-STEM, FULL FULL, HEALTHY FOLIAGE, STRONG NICE FOLIAGE, MULTI STEMS BUSHY, FULL FULL, BUSHY. WELL SHAPED FULL, BUSHY, WELL SHAPED FULL, BUSHY FULL, NICE SHAPE, UNIFORM ADDITIONAL RHODO. ON SI IE TO BE USED AS INFILL IF FEASIBLE TO SAVE DURING CONTSTRUCITON NOTES FULL: WHITE, OR PURLPE FLOWER WELL ROOTED, UN fRIMMED NO NET FULL, BUSHY, MULfl-STEM FULL, NICE FOLIAGE FULL, WELL BRANCHED STAlE Of WASHINGTON REGISTERED LANDSCAPE ARCHITECT alu~~ AKEMI ~AKAIDA CERTIFlCA TE NO. 794 EXPIRES 06/16/14 ~ w ~ E • °' "' 0 u =, OJ s >-u m ~ C ~ ~ e <( m I "' C u ·"' ~ °' " ~ <( • • u w "' 0 ~ § 0 ~ CL 0 <( • 2 u u, 0 0 V, c ~ 0 s: • z ~ f3 <( u, ~ • E ~ • .a; C ~ C 0 • "' > '5 z <( z n' E ~ • w ~ 0 w "' ~ z 0 <3 m ),,,,.; c-ITT z N 0 [:: CJ) w 0 ,,; ~ "' N ~ m 5 <d v 0 0 N • C 0 ~ ~ ~.-~ ..,. >- 2 O" w c_ cc C) ~ LL I C) 1--· en 2 > OJ w =o cc en >- T "'' _u i ~ I sc( 0 ,:::, 0 z: I CJ l'(I .. ::s E ·-~ • c.:, • ::c u ..I ..I II, .. I.I CTI .. .c I.I ~ ci: ~ WEl1D':'S "' "" -,_ "' w co (') c; "": "! t$ --ro ,_ ,_ 0 "! "! E "' "' 0 " " 0 .. "@ ai >( ~ f-ro C u. E " "' ~ :J ;; " w w UJ w "' .~ "' 0 0 "' "' ~ " C w ~ 0 '11 .!:: ~ ~ ."l ~ ' ,: ,: c N 11 -0 "' . -0: '0619 SE CAR~ 80AD RlflTCI\, WI, 98055 WE~D'(S s-oRE ~O. 10542 NEV/ RESTAURA1\ i E2000-201 J-IJ1VI-·-1 UL I 'IA wO~E'IN RECEIVE[ [2000-2013-Uivl --- OCT 2 2 2013 9-12-2C13 C !i! D. ... 0 0 IJ,. ' ~ <( Cl) E "' C .2! IJ,. 1:! ; 0 :c .. >, .c "C ~ -D. E C. 00 "' "' ' M ~ :;:: M ~ ... .., 0 .l!l ,., C ... 0 ii. 0 I N N WI ' ,l \ ,1 i I IV . , -_J ~ - 12' 1'' ! f f~[[Z[R COOLE~ I I IIC:-->K-;-::,,:1 )K ! lc:Ji J CRY STORA,GE FOOD ; 1 ><l1><J IC?<:]"--~~ ~-~ ~1~] 21' O" lvl [i\l II WF-10, D w~ ~-5 1 WF-7 WF-8 85'-9" 14' 7" W'111< HEISMAN ---------'1 c~ 0 " •• = I _, ~ ) WF-6 llfb / 'WF-9 r-~~ i I~ V gQ) \NCh/lEN I AP-3 < ~W -F-----1~ --~ SCI. 11 [F/Y,) ~ " ~ Qo ~~~~~~Fi==-l:::==~1 3'-4" ' ~)I\ __ I i D DD G G ! ~: I ~ - /I I "H e[\I ' \ ~/ ·-,, WF-2 m ,--_[ """'! s 8 '"'" fl _fl le II II I I I' -t-: D ' t ~ - II Iii II 11 111 1111 _1§1§ ~ = "' ( I" "" " ""' "'" m[U= ' ' I ~ - " --·~ LJLJL. KITCHE'~ D 0111 I IQ~ -O~[IJ~O r AP4 I 0[\/ DA,R 00 3'-2'' ' OF~[)I-R 00 I ."' D '1--1 ~ L L r ' ',c-' ,I ' i:;;;-~ -, = ,----0 0 SER\/IC[ / D.T. -~ C lrT ' 34' 4" 14' o" 86' O" FLOOR PLAN N ' SCALE: 1 / 4" NORTH 25' o" - g ' I 2' 2" 1 O' 11" 1 o' 3" 10'-11" '( -rr 'y J --l I \-- t_J"_; -I -=-1 iL_J --,---------, l~ i--1 [__ LJ L~ ' ~ 11 l = L _J ILdQ 3'-8" l ' II ;J::' ({) I .lf) m I st Dli\lli\lG 74 SEATS 3'-7" II 0 I - --~1' Cl1 r 1--:1~] JI -J1 J -u 17' 315" ,i ! 3'-o" ' -- 6. I i ···· I'\- ), ),A_ )\ ,- WF-31 WF-4 3'-o" r;n / fl ~ ' i= i= ~ I L.-,_ 'ffiil-AP-2 >--I I i - 2-0 I (: I G_] I 0 2'-0"' 3'-512" ~ 0 -I m - ' OJ I st n 1- :::s et: u..J a.. et: (/) 0 z u.. 0 l- i7i :::s > "' w ::, fr'. (/) >- (D "' 5 w "' f--I <( 0 0 -6 ca .. ::s E ·-~ • C, • :c u ... ... II. .. " .. .. - &. " ~ cc ITT N -~ ro • co <'} ~ "": "! t:, --. ~~u "! "! E ITT ITT 0 N NU " "@ 'ii iii ~ J-LL ~ " m ~ ,J a: "' w w V, • ro > ITT ·ca D ~ .~ C • 0 • 15, 0 • ,5 ~ ~ ~ • •• -: s s - C N B -C ' - 0 ro • -0: WENDY'S 10619 SE CARR ROAD RENTON, WA 98055 WENDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN 5103 REGISTERED ARCHITECT RECEl\/ED E2000-2013-UM T1 OCT '1,'l,Z0\3 9-12-2013 cir{ 01' ~,:;HON SI-EET I, 0 , .. , .. ,,,: ,Jiv;JOh• JOE No. Pi_.'\1',,'1.C '-· ----t----:-:---- 12-4004 A 1 ~ ,:, UI C 0 :;:i ~ a, iii ... 0 'i: ~ w '? <( a, E "' C .!! i:i: ,:, ... ; 0 :I: .. ~ ,:, ! 0 -Q. E a. i .. "' M .... 0 "' .,f" .... ti 0 " .e "' ,C 0 Q. a <D I t-- b I -- b I in a CD I 0 LIGHT FIXTURE (SEE SHCET #13) ~-- METAL TRIM CAP M-1 BRICK V[NEER CORNER 8" RIBBED CORRUGATED METAL SIDING M-02 (2) COUllSES BRICK SOLDIER BRICK VENEER BRICK SOLDIER COURSE -----.tirii 6" g cmlCRETE FILLED STEEL PIPE COLUMN t 60" HIGH MINIMUM (PAINT YELLOW) TIE DOWNSPOUT FROM ROOF DRAIN INTO UNDERGROUND STORM -SYSTEM (TIP. on) LIGHT FIXTURE (SEE SHEET #13) 48" HIGH WENDY'S SIGNAGE TO BE FURNISHED BY OWNER AND INSTALLED BY SIGN SUPPLIER. PROVIDE WHITE LETTERS 48" HIGH ACM COMPOSITE METAL PANEL ..... , ........ ---.--·-·--... .... ___ _ _.,._.l __ ,. ___ ,_ __ ·--···---,-.-...., .. , , ...... j ...... _., __ ,,_ 6" (j CONCRETE FILLED _s:[EtL...£!.PE Qll.UMtL 60" HIGH MINIMUM ~INT-\ULQ!/1). - ACM COMPOSITE METAL PANEL ---+-- ROOF ACCESS LADDER -SEE DETAIL T /BA METAL ffilM CAP M-1 (2) COURSES BRICK SOLDIER BRICK VENEER EIFS FINISH ON 1" DRAINABLE INSULATION. PROVIDE tf "V" GROOVE SCORES AS SHOWN BRICK SOLDIER COURSE l .. , -"1~ IXED LAS 13'-10" 3' HIGH METAL TRIM CAP. --PAINT TO MA ICH ACM COLOR 48" HIGH ACM COMPOSIIT METAL ------b-~ PANEL. ALL VERTICAL JOINTS TO BE BUTT JOINTS METAL TRIM --CAP M-1 3'' HIGH METAL TRIM CAP. --PAINT TO MATCH ACM COLOR t--t--------::;7''--------,------------t----------========f---METAL TRIM I CAP M-1 o" 11'-10" . ' . . ·· ''QUALITY. srn · 1cE''. .SJGNAGE E~l . · 2 STAINLESS STEEL FLASHING a 0 I :.a- a 0 I :.a- 0 EIFS FINISH ON 4" "TIMELOCK" =f--_ DRAINABLE INSULATION. SAFE DECAL I -Pllel/lDE~" 'V:--- --~~:E SCORES~ --_ -_ -_ T_ DISCHARGt DOWNSPOUT FROM OVERFLOW DRAIN _12" ...AJ.F .EllOVID.E. MEI& ± DRAIN CAP OVER END - --{:IYP-Gf" 3}------- SOUTH ELEVATION SCALE: 1/4" = 1'-o" 6" HIGH CONCRETE STARTER CURB 3" HIGH METAL ffilM CAP. PAINT TO MATCH ACM COLOR WENDY'S SIGNAGE TO BE cl---~tt--FURNISHED BY OWNER AND b INSTALLED BY SIGN SUPPLIER. 1 PROVIDE WHITE LETITRS 48" HIGH ACM COMPOSITE METAL TRIM METAL PA EL. ALL VERTICAL CAP M-1 JOINTS" BE BUTT JOINTS ]LE VENEER T-1 WITH SCHLUITR TRIM AT ALL VERTICAL CORNERS r-r-..-.. l"T" r-1 r-11&~1-.I.I I TEMPERED II TEMPERED 6" HIGH CONCRETE STARTER CURB EAST ELEVATION SCALE: 1/4" = 1'-o" a 0 I st a 0 I st a 0 I st- a 0 I '° a <V I r-- ' 0 I ro a N I "' 0 I :.a- N 3'-o" -1----.1'' I NSU LA TED GLASS IN ALUM. FRAME ALUM. STRUCTURAL CORNER 1----POST -OR-BREAK METAL AROUND 4' STEEL POST 48 L x 36 H WROUGHT ___.,_---IRON RAILING (PAINT SAFETY RED) j 1 a 0 a 0 I in b I a "' <D I a N I CD a <D ,_ :i a:: Lu c.. a:: V) ~ z 0 ,_ vi :i 5 a, w ::, De'. V) >- o:J "' -. f=' ~ « d, 0 -I 0 0 z -N ,.., st-"' m M -ca u ,_ ro • ro M C .. ..,.... N..; ... .. --· .. ,_ ,_ 0 "! t'.! E :::, II, mmo N N 0 :!: V @) E ID X ro I-• ' "-;, .. ~ ·-" rn ~ ~ QI Cj " .. " ' w • .c c., w " "' • ro • .. > m :c ·co <I 0 ~ ~ •• C • 2 0 rn <1l ,!,;; [i ~ ~ •• j ~ ,; c N 0 0 C: ro • -et: WENDY'S 10619 SE CARR ROAD RENTON, WA 98055 WENDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN 5103 REGISTERED ARCHITECT HO\J/\RD G, KIMURA ST/\TE IF ',/ASH!NGT[)l PECEIVED E2000-2013-UM T1 OCT 2 2 2013 9-12-2013 12--4004 3.1 ~ "C! "' C: 0 :;:I ~ "' w .. 0 ·.:: ~ w 'E ; 0 :c >, .c "C £:! 0 -a. E C. "' .., a> • M .... 0 N .... .... ti 0 .. 2 "' ' Cl ] a. ' 0 ~ <O I j-.._ a I Ca- ' 0 I ·oo I N METAL TRIM ------ CAP M-1 -----... 3" HIGH METAL TRIM CAP. --PAINT TO MATCH ACM COLOR i====i 48" HIGH ACM COMPOSITE __,_-METAL PANEL. ALL VER]CAL JOINTS TO BE BUTT JOINTS WENDY'S SIGNAGE TO BE FURNISHED BY OWNER AND INSTALLED BY SIGN SUPPLIER. PROVIDE WHITE LETTERS a 8" RIBBED CORRUGATED METAL SIDING M-02 LIGHT FIXTURE (SEE SHEET #13) METAL TRIM CAP M-1 ~__:~,,----------t----1 3'-Q" lEMPERED TEMPERED lEMPERED .•. ·_ ElfS FIN;SH ONI; · .. ·. ·_ .. DRAIN'ABLE INSULATION . 'le'--'·_:_,· ~---PROVIDE %" :y · . · ... · .. · ·. · · -· -.· .. . . GROOVE SCORES A~ SHOWN . . . METAL COUNTER- FLASHING BY GEN. CONTR. BRICK VENEER <O (2) COURSES 1 BRICK SOLDIER c-- t1---BRICK VENEER COOLER/FREEZER/ BRICK SOLDIER STORAGt MODULE'. TO BE PROVIDED BY OWNER AND _-1-1..---COURSE __-JNSTALLED BY THE GENERAL CONTRACTOR 6" HIGH CONCRETE + _l_ t_ -=---=---=---=---=---=---=i ' -=--1 -=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=--J -=---=---=---=---=---=---=---=---=----_ ----------- STARTER CURB J ------------_-1 NORTH ELEVATION SCALE: 1/4" = 1'-0" RIGHT SI DE ELEVATION LIGHT FIXTURE SCALE: ):;" ~1'-0" 24"x24" ACCESS PANEL (SEE SHEET #13) 1~ ~WILLIAMS BROS. 1300 r-ERIES ACCESS DOOR~ ~ -FOR SIGN MAINTENAN E. BRICK VENEER FULL METAL TRIM I PAINT TO MATCH BLADE HEIGHT AT REAR ~ ~ ll..,,.J CAP M-1 ELEVATION ' ~ I.....! 0 ~ -' . "' \ "'- I=: 48" HIGH I= • ~ ' ACM COMPOSITE -0 METAL PANEL I a '° I "' C N II 1111111111111111 1111 11111111111111111111 I I I II 111111111111111 11111111111111111111 1111 1111 . (2) COURSES ' . ' 111 1111111 11111111111111111111 1111 II 1111111111111111 .._ .. Ill 1111111 11,, .... 111111111111 1111111111111111111 DDJrK <Cl nlCR ' ' . © ~. . . . I .~ ' . r--. . .. I ~ . . •' SECURITY . . METAL COUNTER ~ .. FLASHING ~i:w ' . . ' . 11 00 . · ... BY GEN. CONTR. I BRICK VENEER · GLAS' © .. : •' I ' ... ' .. COOLER{FREEZER~ r -. . .. / STORAG MODUL TO BE BRICK SOLDIER "TIMELOCK" ~pl COURSE ~-· PROVIDED BY OWNER AND ~ 1111111111111 1111[11111111111111 1111111 SAFE DECAL [I 11111111111 111111111111111111 WI .!!)c INSTALLED BY THE GENERAL -.. CONTRACTOR · .... \ : ... a ·1:= I -0J I _,_ I -------------------------- --t= J =t __________ t _____________ -_I_ WEST ELEVATION SCALE: 1/4" = 1'-0" ,/ I ~ LIGHT FIXTURE HEET #13) (SEE S 48" HI ACM C GH OMPOSITE PANEL METAL ROOF LADDE ACCESS R -SEE T/SA DETAIL /METAL CAP TRIM M-1 4' I \ (2) 0,, BRIC BRIC EIFS OURSES SOLDIER VENEER FINISH ON I" DRAIN ABLE INSULA !ION. DE %" "V" PROVI GROO VE SCORES AS SHOW N BRIC K SOLDIER COUR SE 6" i CONCRETE FILLED L PIPE COLUMN 60" HIGH MINIMUM STE ,_ ... ·-. ·-·. -···' ' l I-,.. <>:: "-' 0.. (f) ~ :z 0 ,_ (f) ,.. > "' w => 0c'. en >-m "' -w ~ f-I <,: 0 0 -I 0 0 :z ~ N "' .,_ cf) - ITT M - &Tl (.) ,-ro w ro M C ... """: "'! t; .. --. ... ,_ ~ 0 "'! C'>J E :::, II, ITT ITT 0 N NO .. "@ E ,i5 X ct! r-w " ~ ~E " m ·-u ~ ~ " .:J " ~ "' ., • .c C, w u "' w ro • ,. > ITT :c ·;,:: g c( Dm -~ " C • .s om C w ·- [i ~~ . " j~ S: c N 0 0 "E ro w -"' ll'ENDYS 10619 SE CARR ROAD RENTON, WA 98055 ----- ll'ENDYS STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN REGISTERED ARCHITECT REC:EIVEOE2000-2013-UM T1 OCT 222013 9-12-2013 12-4004 L Q) E .. C .9! LI. E .. ,., 0 Q) • ,., T" 0 N ..,. T" -"' 0 .e .. C 0 II. EASEME:NT 362.41' ... -· ·:. -. . . . ,, uNE • • • s£TBAC" . T 510£ : . , 'sTR££ ' _"cc:··\o.O zoNING) \ (PER . · I :1 I: ; r: \ • .. . . '· •. ------gt. I ' . ;; : q :1 -. -- f: I i i_"- F -- _,_ ~ ' -- . <1.\ . " ;J f. \ -\ . ' H puauc R.o.w. AI) vAR1ABL£6'~~~-RR--ROI-! - S E--... _fi T pAVJNG --• ASPHAL • - • £ w10TH .. - VARiABl _ "' ----- ,..,.c ' ,---' ;- / Ff-I -I I • 1 f f r . -· / ('_ '-.''.',:' -·, • k_ . 1,] ' . 151.86' · ·----.,----------• .. "'_·/_ ... L ... j N 88'33'26" W I ... -.,. ,---.!II"' 1 (PROPOSED CUT-OU;( LINE) •. _ NON,EXCLUSWE<:;~CCE[iS EASEMENTS< _ .. ' ' \ .. '- \r:; -,5/:7\ \ \ N 88'33'26" W n1· \ • ; l_ ,_ --· L=/39.t 17=1879.c L, =04'/5'1 C/JD= 139. t ChB=S 84'23'22" h a; Gl vj c5 VJ [;] 8 SC "! G; :::, d Cj I ~ 20 10 0 20 40 CD 0 UTILITY KEY NOTES CORE DRILL AND CONNECT TO EXISTING SANITARY SEWER MANHOLE GREASE INTERCEPTOR SCALE IN FEET @ 4" SANITARY SEWER SERVICE AT 2% MIN SLOPE FROM BATHROOMS. ROUTE AND CONNECT TO SEWER DOWNSTREAM OF GREASE INTERSEPTOR. 0 4" SANITARY SEWER SERVICE AT 2% MIN SLOPE FROM KITCHEN. ROUTE AND CONNECT TO GREASE INTERCEPTOR. ® 6" SANITARY SEWER SERVICE LINE AT 2% MIN SLOPE. CLEANOUT PER SOOS CREEK STD DETAIL S-30, SIDE SEWER CONSTRUCTION AND MATERIAL REQUIREMENTS PER S-19D AND S-19E. @ REPLACE EXISTING WATER SERVICE LINE FROM THE EXISTING 2" METER TO NEW BUILDING . (2) PROVIDE NEW 1" WATER SERVICE CONNECTION AND 5/8"x 3/ 4" METER WITH BACK FLOW PREVENTER FOR IRRIGATION SERVICE PER SOOS CREEK STD DETAILS W-15, W-16, W-17, AND W-19. w Ill IZl ss @ NEW GAS METER @ STORM DRAIN DETENTION TANKS @) ELECTRICAL TRANSFORMER LEGEND WATER LINE WATER METER BACKWATER PREVENTOR SANITARY SEWER LINE SANITARY SEWER CLEANOUT --SD STORM DRAIN PIPE -SEE DRAINAGE PLAN D STORM DRAIN FILTERRA INLET -SEE DRAINAGE PLAN Q STORM DRAIN CATCH BASIN TYPE 2 -SEE DRAINAGE PLAN UTILITY NOTES 1. ALL WATER AND SANITARY SEWER WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND WSDOT/APWA STANDARD SPECIFICATIONS. WATER AND SANITARY SEWER SERVICE CONNECTIONS SHALL BE PER LATEST SOOS CREEK WATER & SEWER DISTRICT DESIGN AND CONSTRUCTION STANDARDS. 2. EXISTING SANITARY SEWER MAIN, WATER SERVICE LINE, AND GAS LINE ARE BASED ON TOPOGRAPHIC SURVEY. EXISTING SANITARY SEWER SERVICE LINE IS BASED ON THE RECORD DRAWING FROM SOOS CREEK RECORDS. CONTRACTOR TO VERIFY EXISTING SEWER MANHOLE INVERT ELEVATION BEFORE COMMENCING CONSTRUCTION OF SANITARY SEWER. 3. PRIOR TO DEMOLISHING THE EXISTING BUILDING, CONTRACTOR TO ARRANGE AND PURCHASE A CAP OFF PERMIT FROM SOOS CREEK . 4. MINIMUM STANDARD SIDE SEWER SLOPE IS 2%. 5. COORDINATE WITH PLUMBING PLANS AND CONTRACTOR FOR SANITARY SERVICE LINE LOCATION AND INVERT ELEVATION AT THE BUILDING FACE. 6. SEE PLUMBING PLANS FOR GAS CONNECTION. 7. SANITARY SEWER ACCEPTABLE PIPE MATERIAL: PVC ASTM D-3034, SDR 35 DI CLASS 50 8. THE MINIMUM PIPE COVER SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURE'S RECOMMENDATIONS OR NOT LESS THAN 18" WHICHEVER IS GREATER. SIDE SEWERS IN DRIVING AREAS SHALL HAVE A MINIMUM COVER OF 3' OR 18" IF THE PIPE IS DESIGNED TO MEET H20 TRAFFIC LOADING. 9. SHORING IS CONTRACTOR RESPONSIBILITY AND SHALL BE IN ACCORDANCE WITH WASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION . 10. WATER SERVICE PIPE MATERIAL SHALL BE CLASS 200, HI-MOL. PROVIDE PLASTIC-COATED 16-GAUGE COPPER TRACE WIRE. 11. PAINT SERVICE LOCATION ON CURB WITH BLUE PAINT. Abossein Engineering, L.L.C. Mf~HAl'Jl:A.I -1:CTRIC;\L Cl\/ -_EEJ flR~ JROT[CT!Gr. 7100 112TH 1\\/E ~IE 3ELLEVLE, WA 9800 11 rH ( 475) 462-9441 FAX (41J) 1,52-9451 E-lilrii cservicc@oocssein co~ WWW. CJ '.)OSSe I (1. corr I ' >- ::,e "' w 0.. "' er, 0 z u... 0 >-er, ::,e > (l] w ::> I "' rn ' >- (l] "' ' -0 ~ N I <( 0 CJ -I 0 0 -N ,,., .... "' z I'll 0 ITT~ -~©· 00 ~ C ..I .,.... "l ..: ... .. ..I --. ~~u II, l'-! ~ E :s ITT ITT 0 NNU v V@) E Q) X ~ I-ro a ... "-E " ·-IJ "' ~ ~ .. Cj " ... " ·-ul • ,C C) llJ IJ w • 00 • ~ > ITT :c ·co 4 0 00 "' ~ ·a C 0 • C, 0 C ... i~ ~~ •• ~~ s " N ~ 0 w • -0: WENDY'S . 10619 SE CARR ROAD RENTON, WA 98055 I I WENDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-Tl ULTRA MODERN I0/14/\;, E2000-2013-UM T1 9-12-2013 JOB No. SHEET No. · 213087 Cl.O _J 0, 3: 'Cl z <( ...I 0.. C) z C ~ C) .... co C> .., .... N Cl) E "' C: II) ·-u.. "' -C: ~ "' > ·- >, .0 'Cl II) EASEMENT = .!2 0.. E 362.41' "' .., N "' .., .... C> N .... .... -<> 0 ~ "' Q .... 0 0.. L I I ;, ' ! 1: ; ;: ' d I ii,, ' ,, 71. 0 : ,$-D .. _:__· I , µ}r.9% 1 ; Ir-¢----;; J(:-J __ I 'I'' ~'==f==~J:il~4 /t71. ! ; 37: .82 • ,. ' / .,,;_ ' !' !!--~--+< \("') l 3 ,16 !CJ)/\ ----- •. --FH 3J4,.40- •372 t373.80 I . a.. I .. / .. • ~I I ( oq-1 . ' j · 373. 19 ~ t1 t lJ 372.~7 , 372.14 ,.:, .i.. .1 "-'---~~-~'"'1'! 4 -, 37SUO ii, 1il '<r~.( .i. 1 \ ~ (' .• ,,,, .:: .\75 60 ' i ~ . ]374 I !J, . i ' ' ,. ' ' L=/39.60' R=/879.86' 6=04'15'17" ChD=/39.56' Chfl=S 8423'22" W ·t ,I· ........ --~'"''·'" q'{ ® I '" \1 370.38 <~,·\ .·.· ~~@: ~~[370.99 l's -J.9,t &'~---· _··· :,\ : . _r-(2) ' -~ r<:J " r-.."" ~ ,1/-- 371.21-j " l:J j ''?•\ 11 ; \ 71,79 . t~1 2-~P. 1373.51 •$74.12 . I ' f374.26 -j j~·· : I, ,:-:c 7 3 0 ..:?9 r1 '-3] 3t •/' I olfi I, ·~'+====.!.15-1.,986' .K .. --37259 1-37348 i· .. --' / .. l,· . I .---_ -___ ; _ _ -374.69 f N 88"33'26" W' 3768* L~ 14.13' i R=9.dO' ll-89'55'5.·3" ; ChD~ 12.72' ChB~N i/3"35'29" iW --!·. : _,,,,, \ --_...., - (PROPOSED CUT-ou.f LINE) . .· ·""' NON~EXCLUSIVEc;ACCES5EASEMENT. ·, --L' < ·.;\ ,A N 88"33'26" W G) GRADING PLAN 1 SCALE: 1" = 20' 3 ?J Fl-I, 20 10 0 20 SCALE IN FEET ----42- r42.10 r 1,2.10 -1.5% 40 CD ® GRADING KEY NOTES MODULAR BLOCK RETAINING WALL EXIST CONCRETE RETAINING WALL TO REMAIN ADA CURB RAMP ADA SIDEWALK 0 © ® ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA PARKING AREA. ® INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES. GRADING NOTES 1. PROPOSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING. 2. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS. 3. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS DESCRIBED OTHERWISE. 4. SIDE WALKS & CROSS-WALK AREAS HAVE A 1.5% MAX. CROSS-SLOPE AND 4.5% MAX. SLOPE IN DIRECTION OF TRAVEL. 5. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1 :12 IN DIRECTION OF TRAVEL. 6. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF TRAVEL FOR 5' MIN. 7. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR. EARTHWORK VOLUMS ANDAREAS CUT FILL 2,075 C.Y.* 198 C.Y.* * EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT REQUESTS. STRUCTURAL FILL WILL BE PROVIDED BY WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT MATERIAL WILL BE HAULED TO WASHINGTON ROCK, SUMNER, WA. TOTAL SITE AREA 34, 161 SF AREA OF WORK 34,993 SF GRADING LEGEND CONTOURS BREAKLINE SPOT ELEVATION MATCH EXIST APPROX SPOT ELEV SLOPE DIRECTION MODULAR BLOCK WALL ) Abossein Engineering, L.L.C. l,IECHPNIIAI ELECTRICAL ; CIVIL -IJU FIR' Df<CJ fECTIOfJ 20D 1:211, AVE. NE =m 11:.VIJI:, WA 18004 PI (112s; 452-9441 IAX ( 42:!) 1162-945 L lilail cscr'lice~•Jhri,sein.cm ww 1N. oJosse:n. co~ : ' ' ! ' I- :,a cc: w CL cc: <f) 0 z LL 0 I- vi :,a > CD w ::, cc: <f) >-I CD I t<) I 5 ~ N I -0:: 0 D -I 0 I 0 z -N "' .... "' I cu u ~ ~ -~ ro ID ro ~ C ... T"" C',I +J . . " ... ... --ro r--r-u II. "'! ~ E :::, ~~o N N 0 " "@I E di X f I-• 0 .. LL-~ ~ ·-u rn ~ ~ .. .:J " .. " w • .c C) w u w ID ro • ~ > ~ 'C 0 :c D ro c( rn ~ •• C • % 0 Ill·= I ~~ ~ ro " ~~ s -C N 0 0 1= • :' 0: . \\!:NDY'S 10619 SE CARR ROAD RENTON, WA 98055 \\!:NDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN I0/14/1'.!> · E2000-2013-UM T'I 9-12-2013 JOB No. SHEET No. 213087 C2.0 OCT 2 2 2013 -I Cl 3: " z <( ..I C. w C) <( z -~ 0 :!: 0:: 0 I- (/) i,... co C) .., .... N Cl) E a:, C -2! u... .!!! C Cl) a:, > ·- >, .Q " Cl) = 0 C. E a:, "' N "' .., .... C) N '<I' .... .... <> 0 .e a:, 0 .... 0 C. C L EASEMENT 36247' -·-- \ '' ,\ ~. \ \\ (Jl \ \\ .c::~ . --CB-2, STA 10+ 78.16 \ RIM ELEV = 370.63~ IE IN (N) = 359.49 IE OUT (S) = 359.49;, . ,:-" ·,_ ' '- 5.0' OF 36" LCPE @ -0.50% . \ "'->\.S· ,) ~ i i~. z-~;~s;;. , x· f:,' .j· I , , •.,: -h·f ,_}v 13.3' re,, :_,,_,,; I :, ' < l\ j :: i I; 6.7' OF : 11 i'-- i ' --,,_ -----·-S" ·3·' \ 10TH pUBLIC R.o.W eA-fJ VARIABLE WA-RR R S -E----€ LT pAVING - -' ' WIDTH A5pHA -- VARIABLE --- NON-Da:wstV£,8GOE-[iS-£ASEMENT • -' '--,, ,,, ---' (,.,; -, ') 7 , ,,, \ -, \ - \ ...., ,, __ ,_ r \ 20 10 0 20 SCALE IN FEET ~---~~~! ~-=-= ' ----L=/39.60' R=/879.86' /::;=04"75'17" Ch0=/39.56' ChB~S 84::23'22" W 1.20% ChB=S -------------·-=---------....i..~------------------------!_N~88::·3=3~'2::6~"~w:_ ______ _ \i 40 • CD 0 ® @ 0 ---so---- -----FD- STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXISTING CB. PLUG EXIST INLET 12" SW PIPE. FLOW CONTROL STRUCTURE. (3) DETENTION TANKS WITH PIPE HEADER, 8' DIA PIPES 226.1' TOTAL LENGTH, 11,069 CF OF STORAGE VOLUME MIN, PIPE BOTTOM ELEV 359.02 STORM DRAINAGE LEGEND FILTERRA WITH INTERNAL BYPASS STORM DRAIN CATCH BASIN TYPE 2 YARD DRAIN STORM DRAIN PIPE, SEE ALLOWABLE STORM DRAIN PIPES NOTE AND ROOF DRAIN FOUNDATION DRAIN SANITARY SEWER ALLOWABLE STORM DRAIN PIPES PIPE TYPE DUCTILE IRON PIPE, CLASS 50 OR 52 REINFORCED CONCRETE PIPE, CLASS IV CORRUGATED PE STORM SEWER PIPE (LCPE) PVC SOLID WALL PIPE, SDR 35 STORM DRAINAGE NOTES MIN COVER 12" 18" 24" 36" 1. CONTRACTOR SHALL VERIFY INVERT ELEVATION OF THE EXISTING CATCH BASIN OUTLET PIPE BEFORE COMMENCING CONSTRUCTION. IF CONFLICT EXISTS, CONTACT ENGINEER IMMEDIATELY. 2. STORM DRAIN CATCH BASIN AND MANHOLE RIMS SHALL BE FLUSHED WITH PROPOSED PAVEMENT. THE CONTRACTOR WILL ADJUST RIMS AND GRATES AS NECESSARY TO MATCH PROPOSED GRADE. RIM ELEVATIONS AS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY. USE ADA APPROVED STORM DRAIN COVERS. \ Abossein Engineering, L.L.C. 1-AECHAf,IC/i -1ECTRIC.AL CVL -.EEO "IR[ P~OTECTQl,J ?HJO 11TH 1\VE. 1JE BELiVLl, WA 98C0 1I PII ( 475) 462-91\11 fAX (125) 1,62-9L51 E l1loil cservice@oocsseir corr VV\NW. ob osse I r1. corr I ' >-- ::a c:: LLJ c.. c:: (/) 0 u.. z 0 >-- (/) ::a > ~1 LLJ c:: I >- "' .,-, 5 ~ Ni I < a Cl ~ I a 0 ~ "' "' .... "' z ca u ITT M -~row WM C .J T"" ""....; . -. .. .J --w ~ ~ 0 II. ~ ":! E ::s ITT ITT 0 N No ., ., @ E q) X ~ f-• a .. CL E "' ·-u ~ ~ ~ .. ~ a' .. "' ·-w • .c C) w u "' w ro • ~ > ITT :c ·c 0 ci: a g: ~ a C w t a C w -- ~ ~~ w • ~~ s " N ~ -0 ro • -"' WENDY'S 10619 SE CARR ROAD RENTON, WA 98055 WENDY'S STORE NO. 10542 NEW RESTAURANT E2000-2013-UM-T1 ULTRA MODERN i E2000-2013-UM T1 9-12-2013 JOB No. SHEET No . 213087 C3.0 REc""'r:·, 1 co· ·-,CIVL, OCT 2 2 2013 _J