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HomeMy WebLinkAboutLarge FormatE CJ o o ,:..: ~ ~I Cl ::2' w .'5- +" (]) (f) ;< (]) '> (]) 0:: c o 0... (]) +" U'i <D "" '" o "" :;:;- en :::: 09 ..c x w /' en 0> c .~ o '-Cl ;:::!- Cl '-' 3-:z f=' :z w .'5-c o +" 0> . ~ ..c en ~ APPROX. 135 LF TYPE C TRAFFIC CURB RJGHl' -IN/RIGHT "DRIVEWAY ACCESS PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. ~ J C'')V;::;:1 r; r'L/\Y ? , NEW 45-87 (+5) 4,185 SF FFE = 399.0 · . . . . . . . _. .. . . . , . . . . . . . . . • • • < • • • • • • • • • • .... ':::>::>::::::<:::>:::::::<::::.! · . , . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ••••••••• '. • T • • • • • • • • • • 7''''', .:'~. ~:' ."' • ' ••••• ,)z' I' • . , , . , •... i'!>e!_~_ :.:.~.:, ~~:::::.:.:.:.:.:':.:.:.:.::::::::: ~::::~:::::':':"':':':': 'i -150.00' N 88'38'49",._",/ I __ " ,'. .v ~'., ~l d~. ,I" ' ~) r, v) '1(' G'3 U·,1 Ri~'1 ~ ::;j,'; '1':::'4 dU )lliGS ~ "~;' I tlG~ ~~ :~?~ s: , I "w,~ J' J ,)?[:;'lCi\ n'::"+~ P";-'; I"i:,~,' ~!< ~«;-,n k ',' ~ lJ2 ~ \~::', v( }:'i02d,';'LI./) /;,)l r--EXISTIN I FULL ACCESS DRIVEW1Y TO BE REMOVED I ~-PROPOSfD ADA ACCESSIBLE ROUTE I " :1 GRAPHIC SCALE r ... "'-1" __ '1' ( IN FEET) 1 inch = 20 It. ,----PR~POSED R.O. W. DE[jlICATION I 3Y~, , ~ :d ,9' I . , , /' / " 3?5X :193.' I I i ;---l----10' UNDERGROUND ELECTRICAL SYSTEM EASEMENT. REC. NO. 7911280702. ---r--EXISTING FULL ACCESS DRIVEWAY TO REMAIN LEGEND: PROPERTY LINE PROPOSED TRAFFIC BARRIER CURB PROPOSED CONCRETE CURB AND GUTTER FIRE LANE STRIPING PROPOSED BUILDING PROPOSED STANDARD DUTY PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE AREA I' . . . . . . . . . . . . . . . '1 . . . . , . . . . -. . . . . . . . . . . . . . . . -. . -. . . NUMBER OF PARKING STALLS DENOTES ADA STAULS ADA/ENTRY SIGN AGE SITE DATAl , ., TOTAL LOT AREA: I, , i PROPOSED MCDONf\LD'S: RESTAURANT AREA: PLA YPLACE A~I EA: TOTAL AREA: I REQUIRED PARKINGi PROPOSED DII'jING AREA: REQUIRED STI\LLS (1/75 SF): , PROPOSED PARKING: STANDARD STALLS: ADA STALLS: . TOTAL PARKING PROVIDED: TOTAL PARKING RATIO: TYPICAL DIMENSIONS: STANDARDS PARKING STALLS: ADA STALLS: DRIVE AISLES: PARKING ANGLE: SITE AREAS: 42,260 SF (0.97 ACRES) 4,185 SF 865 SF 5,050 SF 1,050 SF 14 STALLS 37 STALLS 2 STALLS 39 STALLS 9.3 STALLS/1,OOO SF (BASED ON 4,185 SF) 9' X 19' 9' X 18' MIN. 28' 90 DEGREE (j) [6J BUILDING AREA: LANDSCAPE AREA: OTHER IMPERilOUS AREA: = 5,050 SF (11.9% OF 42,260) = 9,940 SF (23.5% OF 42,260) = \27,270 SF (64.6% OF 42,260) , , ZONING DESIGNATIC'f.J: ~ .. (CII) COMMERCIAL. ARTERIAL 1 RIGHT-OF-WAY DEPICATION: AS SHOWN ON PLAN MAXIMUM 25 FEET BUILDING HEIGHT: I STACKING SPACES:, MI~J. 5 STACKING SPACES PROVIDED ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS Ol1HERWISE NOTED. , SES SHEETS C-1.5 FOR TRASH ENCLOSURE DETAILS . SEE SHEETS C-1.6 AND C-,-1.7 FOR SIGNAGE DETAILS Know what's below . Call before you dig. ffiL-______________________________________________________________________________________________________________________________________________________________________________________________ ~ ____________________________________________ ~ l_l_1 -.,: N d --a :z: L{) as f-a 0 N i "-::;; " " De N N w a "-"-'S t') L{) 0 a.. ~ ::;; "2 ..., (9 (9 "-'" "-..., .~ f- W ..., <1 _ i , ! H J ;; ; " " d d 0< -- ;:l. ~ \'- ~ ~ C-1.0 E '" 5 ,.:..: --I o ::2' w 7 ~ Q) (/) ,. Q) .;;; Q) 0:: • '" I "0 N 2'-0" TRASH ENCLOSURE SCALE: 1/4" = 1'-0" o \ \ \ \ \ \ METAL COLLAR, T'iP. WELD BOnOM COLLAR TO POST .. :} 5" CONCRETE SLAB W/ 6" X 6" .~ 2.9 X 2.9 W.W.F. OVER COMPACTED GRANULAR BASE COURSE SEE DETAI.L 7. ". .. ~' , - 20'-0" I l <:f , 6.".\ I J .. I I ~----STEEL FRAME ~--PAINTED GALVANIZED METAL DECKING \ \ 2" X 3" TRIM ANGLE L TACK WELD TRIM ANGLE TO THIS SIDE ONLY. HYDRAULIC GREASE FITTING DRILL AND TAP HOLE (T'iP. 4 PLACES) 8 TRASH ENCLOSURE -GATE HINGE DETAIL SCALE: 1 1/2" = 1'-0 2'-0" PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. SLOPED GROUT ~ CAP (TYP) "'" CMu4 L1.JJ FR 8" SPLIT FACE WALL. COLOR T MATCH BUILDIN GALV. METAL DECK WITH TUBE STEEL FR AND BRACE. o ['r"r= 1 ~ G cm"ll ~ ff l'l ~ b-P4 1 I ~ ~ AME lmr' ~ I Ii I'> ~~ ~~ '1"1 I f' ~ f } .",,,"m,-11 ~.L. f I ~ r--- ¥ ; I -t"k> - -- CANE BOLTS (PROVIDE HOLIES FOR BOTH OPEN AND CLOSED POSITIONS) FOUNDATION BELOW (T'iP.) '_1,,1~ ~/~ ~ I = ~:~.::j ~ ~ I L.I • 0 ... '11 , ~ ~ .... L .• Oro I ~f" ~ 1,-t.JJ . .... L .. I --"I I NOTE: EXACT LOCATION OF TRASH ENCLOSURE ON SITE TO BE DETERMINED PER SHELL ARCHITECT. CD TRASH ENCLOSURE FRONT ELEVATION SCALE: 1/4" = 1'-0" 6" '" GALV. STEEL POST FILLED W/ CONCRETE. EMBED 3'-0" INTO CONCRETE FOOTING, T'iPICAL. .,r--' •• DETAIL 8. PROVIDE AND INSTALL 1 1/2"'/1 X 6" PIPE SLEEVE FOR EACH CANE BOLT AT FULL OPEN AND CLOSED POSITIONS, TYPICAL. \ ----- NOTE: EXTEND WATER AND ELECTRICAL LINES TO NEW LOCATION OF TRASH COMPACTOR. 8 o 0 !<.. C:::::;::n'\ ~ 1 /2" STEEL PLATE o o~ "'-1/2" BOLTS TO FRAME 1~--3/4" CANE BOLT W/ 4" HOOK o 0 l----r- CANE BOLT DETAIL SCALE: 1 1/2" = 1'-0 NOTE: SLOPE PAVEMENT TO FOLLOW LOT FOR DRAINAGE (SEE SITE PLAN) PAVEMENT (SEE SPECS.) n---rrT:~"F:~:::~(I~:(lr1-_sLOPED GROUT CAP :·:.·.]~:·;J~.:':::[:.:I=;:O:::: ·.r:~tt--8" SPLIT FACE CMU i .. • ... ·· .. "·"·I~L·i~L .. r·· .. !..·r i. WALL. COLOR TO MATCH BUILDING ~( -'--FOUNDATION BELOW ------------1 L --.J 8 TRASH ENCLOSURE WEST ELEVATION SCALE: 1/4" = 1'-0" ~~( --1" NIPPLE WELDED TO PLATE COLLARS 1~(--3/4" CANE BOLT W/4" HOOK • o , 00 6" '" STEEL GATE POST CONC. FILLED PAINTED GALVANIZED METAL DECKING BOLTED TO STEEL TUBE FORMS 2 X 2 X 1/4 STEEL TUBE FRAME W/ WELDED JOINTS TYP. EA. GATE LEAF CONCRETE PAVEMENT #5 @ 12" O.C. (8) #5 VERT (3) #5 EA. WAY AT BonOM HOOPS @ 9" O.C. 2"P ~ r-- , J . . "l' .' . • • "'" "," .6" .' '. ;,. '.', • • "iI' .4 ".""':" .. ·:'··1 ".J . .-. '. : ot: ...... , .4-'. , .' :". '/"1':''1"' ~',.: . , . . "~ ~ ", .' '. ',' '., 4· '. l . , ' '. £-. '1".' . .t : <4 .: 4"" ,.s " .' , '11.(, " "It •• d . .' ., .. 'T' .' . ,j': ~ .~ ... ' . '. it. >1 • ' , .: ~.'. . I." ::j: .~ .':~. ." . . ,dfI.' ,,' • .q. ,. ~ '~.j~'" . ' .. , ~ .. '. '. N. . .... :9. .. • • .; • ;;. " . . • ' . 6" COMPACTED GRAVEL j 3' -0" X 3'-0" SQ. j CD OfT AND TRASH CORRAL PAD DETAIL POST DETAIL CD .: GATE LEAF = 8'-4" (VERIFY) 2" .!. .. Tl' i---------~ r,- Ii' 1'\ '\ HINGE. SEE DE AIL 5. II I I \\ ~I I l' \\ SIMILA . I I I I '\1' . .. ~.. I I \\ II I I ,,' \,' X 2 X 1/4" IV 'I \ ' ,-Sl{:EL IiUBE FR ,;~E II I I I Wf'\WE OED JQI,~ TS I I TY\~~ GATE LEAF 1/ I I If: '" \ II I I ........ I i~ \ '-'/ .......... <I 6" ~ ALV Is1 ~"v~TE I I II POST ~)7FI LE\ ~ . I I ........ EXTERIOR II " ! PAINTED GALVA>~ I I I I "' 1// ~ETAL D CK '\ \ II J .' Iv I ~3~~E~R ~ESTEE " \ ,,~ , , Ii III \\ , , . I j, / / /4"0 C NE BoL \f\"" "" Iv f----+JI I !fil pEE DEl IL 6. \ \ V I -0 0 0 or-- ~~4.------------------------~ __ -Y Ii I I!~ or FOUNDATION BELOW I' e GAtE LEAF DETAIL , SCALIE: ( 3/4" = 1'-0 i. INTERIOR ',,! "', :'~; :) T. O. CMU $ ';'; :'~ f---8" CMU (SOLID GROUT) . . .... REINFORCING: ASTIM A615, GR 60 ';,:-: ~::. '.' ... , VERTICAL-/15 @ 16" D.C. -';~~"Ir HORIZONTAL-(2) #5@TOP& '." ., BonOM AND @ 48" O.C. ,~~: ;0:1 '~' ," ::.', ~ .', :'<; , ',', :..': ~,t :~~:, • 'i' ,. ,,.. ,~: 0.... '~' .;" <C :,;; ;,. 5" CONC SLAB W7, ~ .' ,. 6"X6" -2.9X2.9 0 , .. ~ .. " WWF '," > . . . !;f ":~ . T. O. GRADE $ 0'-0" II +--_u II u SECTION DETAIL SCALE: 3/4" = 1'-0" Know what's below. Call before you dig. ..... s" .... III 'i "iC ': . •••. ~ •. C-1.5 ~ ~ o w a: ::::> (J) g o z W I (J) « a: I- E o 5 ,.:.: --I o ::2 w ;5- ~ Q) (/) '" Q) '5 Q) 0::: c o 0... PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. r t ~-----"--"'"""'3'"D 112' ................................. .. ·----,~,2'·8 3f8':-·-~---·-. ~~~"~--.... ~' .FRAME & LAMP DETAIL .... ·-. .... · .... ·3'-0 Ji2." , .. 2-'-8318" '" ,., ... '''~'''' .. r t :'"4 H~':' ELlINlimVy GRAPHIC D06LI, " '" I WHITE LEO's AS REQUIRED END RETAINER REMOVABLE LED F)(jWER SUPPLY AS REQUIRED NUTS WELDED TO il\SIDE OF FR}l,ME ALUMINUM LED SUPPORT C-CHANNEL MCD-UF DF ALUI..1INUM EXTRUSION , " . ~ ~ ELECTRlCAl OUT HOLE BOl.THOIB3 MCD DIRECTIONAL WITHOUT ARCH SCALE: NTS MCD"UF & MCD·EF DF A~uMINUM ~TRUSlciN CLEAR PAN,FOflMED POLY rAQE W12NQ SURPliCE' SCREENED DECDRATION· --6"-- ALU~,1JNUM UiD ~UPP9BT ~>Cr~N1NEL ',,-: tJET/\Il.@! Cl8<.r, "A~FOR!~ED poLY. i'ACE \'1{ 2ND S!JRF;\CE S::fl.E."NED 0Ef:ORATI0N ).iC.D-UF &. MCD-EF OF ~. AL0wNUM EXTR4..'SIC.N~'" ~ . :' ",' ~;;:' ." , : .•.. ~ DETAIL@ MCD-UF & MCO-EF DF ALUMINUM EXTRUSION FLA.T ALUMINUM RETAINERS EXTERIOR FIN!SH: DUPONT CENTARi 5000 V3536 BRONZE END RETA!NER REMOVABLE FOR ACCESS U.L.APPROVEQ ELECTRICAL: O.32AMP$, 120 VQLTS SQUARE FEET: BOXED;;: 3.93 ACTUAL;:: 3.71 FACE ClETAIL: CLEAR PAN-FORMED POLY. FACE WI 2ND SURFACE SCREENED DECORATION, _ PMS 485 RED .. BACKGROUND "; ;PMS 109YELLOW-ARCHESAND ARROW ~ .c",'W-lITE· DIRECTIONAL COPY OI8.TRIBUTED 30'('3100 U~ ClIMPi\iIIY 70021.ISTIEEl"SOUTflW::ST' PO ElOX21O WATERTOWN, SOC Eil21)1~210 ~ING~E ARM MTmAY INllTALLAT~N INSTRUCTIONS; . -----~I~ REMOVE LIFTING BOLTS I ~EAl HOLES 1. GENfHAL CONTHACTOR 1'0 STAKE SIGN LOCATION(S), ESTABLISH FINAL GRADE REQUII·ti:.MI::N I SAND lJI:: I ffiMINETHE SJGN ORJEN)ATION ON THE I PROPEIUY , 2. GENEFAL CONTRACTOR TO EXCAVATE FOR GATEWAY FQUNDA1JONS (SEE FIG. 1),.SE],~JllGHOR BOLTS PER. TEMPLATE INI'LUPEPWITH PLATE & SOLT KIT: PQUR. CONCRETE AND ALLOW TO CURE FOR 7 DAYS. 3. UNCRI\TE AND IN$PECTPoLLSIGN DISf'LAYCOMPONENTS, NOTIFY PERSONA OF ANY DAMAGE. 4, PLACE LEVELING NUTS & WASHE!RS ON ANCHOR BQLTS (SEEANCI1OR BOLT DETAIL.. ON PG 2} AND LEVEL TEMPORAR!!.X FOR FURTHER ADJ()STMENT LATER 5. LIFT VERT!CAL COLUMN !NTO PLACE OVERANCHQR BOLlS. INSTALL WASHERS AND NUTS OVERANCHOR BOLTS. DOUBLE CHECKANDADJUST FOR lEVEL IN ALL D!RECTIONS USING LE,\lEllNG NUTS. TIt.;HTEN All NUTS'OVER fRATE. CRIMP 1liREADS ABOVE NI"ITS. 6. Rf::MOVE UFTINGANGLES I 8tEBOlTS FROM TOP OF COLUMN. FILL HOLES W!TH SILICONe TO ENSU'REA WATERTIGHT SEAL. 7. REMOVe ACC~~~ COV~R FROM TOP OF B.REAK-AWAY CLCARANCE ARM TO EXPose HINGED MOUNTlN-G LOCATION. ArTACHMENT HARDWARE PACKAGE: FdUNI) INSIOEACCES!;) COVER FOR HINGE.& pvc aANGf;]AR. INSTA!-~ SMALL EYEBOLTS (PROVIDED) INTO HOLES FLUSH TO aOTTOM SKIN 0, SWING ARM (NUTS.ARE WELDED ON IN~IDE SKIN TO RECEIVE EYEElo.LTS). INSTALL ''5"" HOOKS !NTO SMALL EYEBOLTS & PINCH TOP HOOK SHUT. 8. HOIST AIW.INTO POSITION USINC STI'APS, SCISSOR LIfT OR MANUAlLY (NOTE: MINIMUM OF TWO PEOPLE NECESSARY TO ATTACH ARM), 9, UNE UPARM WITH VERTICAL COLUMN MOUNTING HOLES. $V!'PORTWEIGHTOP ARM WHIL.ATTACHING BOLTS UNTILALL BoLTS ARE TIGHTENEt!. 10, ~~~~~~~~I~~~~NSP~I~3~~~s.!t~~~~ ~~T~~~A~~~M,,\;~~~~~ty 2·3 F.ET AND RELEASING FOR ITTO RETURN BACK TO ITS STA'I10NARY posmON AGAINST COLUMN, 11, RE-INSTALLAaCI;:SS COVER TO TOP, OF SWING ARM. , 12. CENTER JUSTIFY COPY OVER "THE VINYL ~CLEARANCE 9 FEET" COPY PREuAPPLJED TO SWING ARM. PRE-DRILL 5116" HOLES INTO. MOUNTING BASE 9N LETTERS, AS REQUIRED, INSJALL '1:!RIVE-THRU~ LEiTER DISPLAY ON TOP OF SWING ARM USING 114' X 20 NON·CORROSIVE SELF_TAPPIN~ SCREWS (SCREWS'TO BE PROVIDED BY INSTALLER). 13, RETRIEVE pvc BANGBAR & CHECK FOR. DAMAGE. FIN~,SIMLl EYSlOLTS FROM HARDWARE PACKAQE & INSTALL THROUGH H.OLES PRDVIQ.D IN BANGBAR. USE THEACORN NUTS FOR EYEBOLTS QN eonoM OF • BANGI3AR. MOUNT THE ·S~ HOOKS INTO EYEBOLTS. MOUNT CHAIN AND ~ PINCH .i3~ HOOKS SHUT. 14. HOIST t:lANGBAR WITH CHAINS, HANG, MEASURE FOR f/-!t. ClEARANCE CENT~ JUSTIFY BANGBAR &. "DRiVE- THRU· LETTERS TO PRE-A~PLlEtt VINYL ~CLEARANCE 9' FEET" S" X 3/111" SQUARE TUBE ANCHOR BOLT DETAIL IIHIE,S 12" ClC· COPY 3" CJC.A.! I,Qp TO PAVEMENT &TRIM .XCESS CHAIN. BANGBAR SHOULD ALSO BE " iDm~~t~'i .. ~ CENTER JUSllFIED.BE~EATH 'DRtVE-TH~UN & "CLEARANCE 9 FEET' COPY. i /', (6) #5 ElM .NSURE ALL'S' HOOKS ARE PINCHED SHUT. 'L]i·", ilk 5'-lI" LONG 9'-0" NOT~, INSTA1.L'DRlVE .. THRU" LETTERS (INSTALLER TO SUPP,-Y SELF·TAPPING SCREWS). SEE DETAILA ONPG2 lNSTALI., SWING ARM (MOUNTING HARDWARE POVIDEO' BY 'PERSONA) IN~TALLBAN(lBAR . -(M()~NTt~(lI-lARDWARE POVIDED BY PERSONA) THE hNCHORBOLTS a FOUNDATION HAVE,BEEN DESIGNEQASSUMfNG. AVERAGE SOIL CONDITIPNS OF 200 F'SF ANQ 140 MPH (3 SEC GUST) WINoSPEEP, 15, TOUCH ~p ANY PAINT ON SI\lN, BOLTS OR S'IRUC,'WRo AS REQUIRED, f6. CLEAN AREA. REMOYE Sail 1.1. DISCARD INSTALLAllQN DEaRIS ACCORDINGLY Ofr-PREM!SE. . . i:1+I }!jli; Un:1 ANCHOR BOLT MOUNTING DBAIL (FIG,1) McDONALDS SINGLE ARM GATEWAY THIS DOCUMENT IS,FOR BIDDI~G PUFtPbSESONLY. SPECIFIC SITE CONDITIONSANO EXACT INSTALLATION PROOE[)U~E~ MAYV~Y. CustomQr: tliBJI".&l1RD BY :>11,,\1 UP' W~PA!\I'l' 100 z1<t 1i1R"~i smn-H'NEsT PO B(1...::;:~jft . Wr\IJ:Jln:;~ :su ijr.~.r-Ul11l 6" I __ --.:fi _ I~ "DRIVE·THRU· LETTE:RS 6REAK-AWAY CLEARANCE ARM WITH INTERNAl-HINGE ,,( ''''-'~'-'&;'''''' ; W'"='-''''' :~; ~~ =c:= -- cYEBOLT~'·· __ :>y' I - ·S· HOOK ~~/.,: , CHAIN~/ '3' HOOK------::-,J' /)Jt EYEBOLT-/ "'';; . /,-' PVC "BANClBAR'· / /' / ACORN NUr..../ DETAIL. A j"'14"i 1'THIOK -: 6" I 14" 10~ 718' SLOTTED HOLES 314" BOLTS L, J 2" ELECTRICAL HOLE !lASE PLAII: C!I:TAIL ELEVATION 8QALE 1" -: 1'-0" 314" ANCHOR " BOLT-, (SEE DETAIL) . CENTER ~. LINE CONCRETE FOOTING -~'36"--~1 _#3TIES 12"C/C 3" C/CATTOP FOUNDATION PLAN VIEW 'CRIMP THREADS ASOVE NtJT BASE PLATE: l.EVELING NUT AND WASHER CONCRETE FOOTING 314" fZJ GRADE 36 GALVANIZED ANCHOR BoLT 40" LONG wi 5'; THREAD @ TOP l!. 2" THREAD @ BOTTOM; 3 NUTS 8. 3 WASHERS PER BOLT O,5IilJaIJT~Q BY SlliN UP CClMPN{Y 100 21,1 ~ril£~:.own\\'1EH PO ~)X 210 'MJERTO'vm, SO 5720Jl-!l210 . NUT&;WASHER "TACK NUT TO HOLD WASHER L 10'.---J ANCHOR BOLT DETJilll. McDONALDS SINGLE ARM GATEWAY , TH!S OoqUMENT IS r-OR'llIQI)ING PURPOSES ONLY: SPECIFIC SITE. CONDIT!Oi'~SAt-.Jt! EXACT iNSTALLATiON PROCEDURES·MAY'i[ARV. I custQm~m;; McDONAlDS L~tlon:~ OIS"fP'Jf!UTEtJo E;)'I'IION L'f' COio'I!¥.NY i'00 210t In i'("'~T ilCUrii'WF.!IT P0<l()){~ln WtTE~ !io 5I2fIi-tiZ,Q , o Rt.M~)'''E.D CRCUT -~ --0Z:f7l[ -,-' .. -. -_ -,-= 1)2 Y. '8 ~.\jC-DP, '.~~S'A-'--l61·b I 0/12 10 G~~ ,\~D ~):-E I I J I'J'/H> ~L~ ~EvIJE) I~DES (. 12.09 ~L'?I R~..fJ,~;: 'DR ,"J'Pit:;'/,',_ J'f~U!UI ;;L,,/ GFJIFP~oJ SER1/ICE p.l~D CA'R[: .sE'~;I::E' ,'IJOY, ElID ~\OLDI'jC 8\' R:MC"G Tlit 121 3:'E'IIS. FILE r!.'IEI. SLIDes OJI tLH:IHI::~~ )MA: no ~DC.c &J CY:J~t A: pr~IMPr.RY '~~;PS .~ ,6,~IPS ~:AI~~TA\~NC£: lifT:ICfl "'~·lG [XEI\;OI~ 0:: PLASTIC CAN 'OC GLbW:l) Will! ,A, VERY MILD 0=-Ui~ENT ~OLJTIO\' RII-ISf 11'1 H C 'ARi'AER, DRY 'NIIH eM"I!:". C,I~TC', -0, I'll I RUE. DO flO[ 'lU8 ~I','I( Wll-1R'r RAG C1 IJ~= CLEAM'lG POWDERS. ---- RU'I},Ct\Ei'H OF FLASTI::; :~,c: ScI ''sU!:iC['' tl30V~. IMPORJ,'CIT lHI3 ,'/;1'1 " INIHIDEi 10 Ec li,ST,\LL:C I'. I\CCORDI\~CE \\IIH I,' REQU F6/E~ffS OF ;,3K_: 6iJ(I Dr THE N~.TION?_ ELECTRIC C'J'DE N.D/JR 'THER WPcC"8Ll ,I) CIT '::1 )·s THIS 1\/;lIlO" IHI PROPEi GR0IJN8IN',· OF lHF '1GN. SQUARE roo-SlGlj A~A: _E) . ILLl ,,!lrIMED "S W ~Et L:_ASS 2 ~LEGTRIC.·\L SVSIE\! \\wl 1 Ztl VULT P~IYJRY r~'NER SU'PLY ACW/._' J.7 SQ FOOT R:):="D: ~,,9 SD mOT ~P\r: -'10)-24[1 ".,'AC, 47-t63 rlL .~ ;'W"~ ~/Ax. JER ?@ER SUrreY' O)Il-lJr. 14\·QC, V::LT;'C~ REGUlATED rurAL 'JQPUT: TO,_ f,GTLf.L H '111\: I::;, ,lfj ,~f:P3· c .. -· .... • ...... ·· .......... ··· .... ·-.. ·· ......... -...... ~ .... -.. -.. --~ ...... -.................................. _ ............... ,_ ............................................ _ .. _ ....... _--............................... _--. __ .. i .. • .... · .. ~'~' .. '· .. • .... ' .......................................................................... '- .. 7; ',' :~: I . i T , I~ .1-.. ., 1>;11' p,'.;j'rjf,"-;;;!'.t&;!~Y 1iHR,~ W'lfOi'Jo,! ,0 ! '"J1.9fZ!,P, "'.,~<;fl>;:1 iN!"r.RNJ.."':~"'f,l.° rJ:--L~ , ,t-rt-, REV. , , , ! ! , / I MCD MENU BOARD SCALE: NTS t·· .... · .. -·---.... · ...... · .. ·· ....................................... ~---.. -................................... -~-.-.... --.. ~~.-.... --... ---.. . ! /' J \~,_/' i \ .«, ," -~>h~' /' \ 1 T , , SEE DDe #- t.NGIN:::l:RH<G Ht:::U}UCf fAMU'; m:v. 8Y DATE Know what's below. Call before you dig. C-1.6 l{) ~ o r-- N o l{) en ...J -~ W o W (j « z (j 00 --I o ::2 w ? ~ Q.) Vl ;0: Q.) .S; Q.) Ct: c o 0... Q.) ~ Vi to N t') o N /-en "= ~ .s:::: x w /' en en c '3' o ~ o ~ Cl u .3-z ~ z w ? c o ~ en .<::= .s:::: en o :>= /' PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. OROES-HERE CANOPy INSTALLATION INgITRUCTION$: 1. GENERAL CONTRACTOR TO STAKESIGN LOCATION(S), ESTABLISH FINAL GRADE REQUIRIi.MENTS AND DETERMINE THESIGNORIENT",TION ON THE PROPERlY, t, GENERAL CONTRACTOR TO EXCA,VATE FOR C;ANOPY FOUNDATIONS {SEE FIG. fl, SETANCHOf'; BOLTSANO'C;ONDUIT PERTEMpV;r •. INCLUUED WITH PiATE 8. BOLT KIT. POUR GONCRE'\EAND ALLOW TO CUREFDR 7 DAYS .. a. UNCJ,ATE AND INSPECT ALL SIGN DISPIAYCOMPONENTS, N011FYPERSONA OF ANY DAMAGE. 4. PLi\qE LE'VELIKG NUT8 B. WA{>HERS ON/\/jC\I0R;BOLTS (SEE/\/jCHOR BOLT DETAlL ON PC,lZ)AND LEVEL TEMPORARlLY FOR FORTHER.ADJUSTMENTLATE~. 5, LIFT VEffilCAL COLUMN INTO PLACE.OVER/\/jCHOR BOLTS. IN5TALLPAINTED PLATE COVERS (SEESKETCH ON PCl 2), THEN WASHERS AND NUTS OVER ANCHOR BOLTS .. DOUBlECHECKANPADJUST FOR LEVElIN.ALLDIRECTION6USING,LEVELING, ~I~~~GT~~~ ~,*6NMU~fJ~~. pLATE AND CRIMP THREADS ABOVE NUTS. REMOVE 6, PULL PRIMi\RV ELEc;rRICAL WIRES & WIRES FOR CONPIRM",TIONpRDER DiSPLAY (COD) & SPEAKERS UP INTO ~UNCTION .BOX ON STRUCTURAL COLUMN, NEAR B.ABE. ENSURE WIRES ARE lJ\BELEDACCORPINGL~ COD & SPEAI<ERS TO BE INSTALLED BY OTHERS; 7. REMOVE ACCESS COVER FROM TOP OF BREAI\-AWAYCLEARANQE ARM TO E>\pOSE HII'JGED MOUNTING LO.CATION. HOIST ARM INro POSITI,ON UsiNG STRAPS, SCISSOR UFT6R MANUALLY (NOTE: MINIMUM OF TWO PEOPLE NECESSARY TO ATTACH ARM) .. 00 wm, AT ANYl1M.!;,.\.1j'l' IlY'1'HE "Om;lERHERE"l,!;TTEIMI. 6. LINE UPARM WiTH VERTICAL COLUMN MQUNTINGflOU;$. SUPPORT WEIGHT OF ARM' WHllE-A'ITACHING BOLTS'UNTIL-AlL BOLTS ARE TIGHTENED. ATTACHMENT HARDWARE PACKAGE INCLUDEO IN GRATE, . 9. CHECK ARM MOTION AND SPRING TENSI.oN BY ROTATING ARM LOOKING FOR SMOOtH ARM. OpERATION.. ~IMULATEMOTION,BY ROTATING APPR.oXiMATELY 2-j F~ET AND RELEASING F.oR rr TO RETURN BACK TO rrs STATiONARY POSITI.oN AGAINST COLUMN. 10, RE-INSTALLACCESS C;OVER 10 TOP Of SWING ARM, NOTE: "ORDER HERE' LEn~ERSARE PRE-IN$TALLED, ON ,GOVER 11. LIFT cANOPY ROOF ABOVE COLUMNICLA.DASSEMBL'I; DROP ELECTRiCAL WiRES THROUGH COLUMN AND SECURE C/\/jOPY TO TOP OF COLUMN wrrH SUPPLIED b BCiLTS, PULL wlRE$ THROUGH TO "UNCTIO~ BOxNEAR,sASE OFGDLUMN, .:, 12.INSTAL.L (~)4~' FLUORE5CEN'r LAMPS (PACKAGED SEPARATELY) INTO Cl)NoPY FIXTI,JR~. IF LICENSED TO DO sq, ,\1,AKE FINAL ELEC1'(lICAL CONNECTIONS TO PRIMARY POWER. TEST FIRE FOR ILLUMINATION, 13. REMOVE LIFTING. ANGLES. FROM TOP .oF CANOPY. REPLACE BoLTS AND SILICONE HOLES TO ENSUREA WATERTIGHT SEAL. 14. CHECK FOR ~'O" GLEARi\NCEHElGHT FROM BOnOr,! o.f SWINGI\RMTO PAVEMENT, 1 ii, TOUCH UP ANY PAINT ON SIGN, BOl-l~ OR' S"mUCTURE AS REQ\JIRED. 1e.'cLEANAREA. REMoVESOIL~ DISCAm;lINSTALLATION DEBRIS ACCORDINGLY OFF-PREMIS •. 9'4" 7"10' ----->' REMOV~ LIFTING ANGLES &: PANEEFNM~~~~~ J BOTrQMF()R ACCESS TO LAMPS INSTALL 5WINGARM SFEAKEI\S ·(INSTALLED.BY - MANUFACT,URE; SEAL HOLES ,I Ii I, " " 1 7',<)' _. I,J~~ GOD .l 'r-~~! I (INST}\l.i, .. ED B-Y -~l ___ ji ! MANLJFA(!TURE) t: ... -, .. ;=.\J i ii I' E~CTF!.ICAL ____ .0 J"'QTIQN BOX 6M X4",X-Y'16- RECTANGULAR _/ ~'i0 .• ~~ TUBE HORIZON.TAL BAACE INSTALL LAMPS ELECTRICAL CONDu'rt (NarE -M(jLT!Pl-E,RU~-AB_NE;SjEn FOR POWER, DATA. ETC,) #3.1IE$ 12%' etc ,'CICATTOF NOTE: THE ANCHQRBOLTS ~FOUNDATICiN HAV.E;-B_EEN D~B!GNEQ,AS3UJ'I-1IN<iI . > AVERAGESOILCONDITIONS Of 200 PSF AND 140 MPH (3 SEC.GUST)WINDSPEED, 17. CONFIRMATION ORDER DISPLAY UNIT(COD)AND SPEAKER UNIT INSTALLATIONs;o BE COORQINATED BY PRODUCT MANUFACTURERS, ~OT BY SIGN INSTALLER, . ANCHOR BOLT MOUNTING DETAIL (FIG. 1) ¥cDONALDS ORDER HERE CANOPY THIS DOPUMtOMT 'S FOR BIDDING PURPqSES ONLY,SPEClflC SITE CONDITIONS AND EXACT !NSTALLATION PRQCEDURESMAYVAP,Y. Location: PA<lE VARIOUS 1 .OF :l ORDER HERE CANOPY INSTALLATION SCALE: NTS , I I , , 4, CIRCUITS: {1l2DAMP-120VOLT THIS SIGN IS INTENDED.TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE ANDIORAPPLIGABlE lOCAL CODES. THI3 INCLUDE.3PROPER GROUNDING AND ~ONPING Of'THESIGN. (11)·#5 ~AB. 7';S" LONG #3TIE3 12" CIC ~"C1CATTOP fOUNDATION PLAN VIEW I 18' LEVELJIIN~;G~~!~~ .-~ f1lillll AND VI CONCRETE --..Jf@i1;f;[tt~i;f"':rF[" FOOTING 1 114" '" GRADE 36 GALVANIZED ANCHOR BOLT 4S" LONG WI?" THREAD @ TOP & 2" THREAD @BOTTOM; 3. NUTS 8. 3WASHERS PER BOLt NUT'&, WASH.ER 'TAcK NUt TO HOLD WASHER ANCHQR BOLT D~T~IL ~ .. 28' 11" -.J McDONALDS ORDER HERE l 11" J 1114' THICK 1 11," SLOTTED KOLES 1 114' BOLTS 5.' ELECTRICAL HOLE BASEPLATe DEThIL. PAINTED BASE PLATE COVER i CANOPY If,OTICIi; i IF ~ DOE_S PlOY COQ.!IDlNArE INSTI'iilATOtl. ~ CAN No:TBE I-!I:I.D ~fJf'(tI:9IE1~E fOR f'.I« THIS DO.CU~ENT IS FORBIDDING P~RPOS.ES ONLY-SPECIFIC SITE'CCNOITIONSAND.EXACT INSTALLATION PROCEDURESIMYVARY. Vicx.,o,TI0N3 OF nil; 9f'iOCFI,CATI¢;.Js ~i:T f~ IN.ll'I,I~'QO,G\lMENT. - D6tti;: IP~p!I,tCdSy:: l~_'~~""~I1t"l11II~~P1rilluttJl-'iIa\llfl!n""!l~"'~~-~ Cti:ltoirlerl ~J!~f!¥! McDONALD!! DIS:T(IEl,\JT:=,l> [\'1' SION UP OO?i:¥M' 10-29.~10_, MWJtiCM __ ~~.~.~OIA:I!f~._~,~~lb,P'IiI!nIl""~~.~~!~~"ri}~~ i'!l\l.2i<llfl!Rl:.cYad.frH"11tWr ~-I~ RO-~l1(.~ia LOoai!on; I PAGE VARIOUS 20,F2 'ItIATI"Rfffiill.J. 00 5J.:!1)1,.(t,:"!(! ORDER HERE CANOPY INSTALLATION .2 PIl.( 1-80II-I!4~aB8 [ , 1 , 1 , I T!' .."""""",, .. = '= , m~ f.'k<T! .... ~;;H.j~~X sr:A~ _;.,--oN~ORM iq, ·'fU}r.:w~ i"'iJI':lf'i_~t INf'f:flltqTi0ti,~L" i f:!.,'HNUl SlJ8-5.1foNC;:: .".i'l~1 UiVlif:';"iM1:}J}'j\L : ~V;JAliDQU~, .5.l.,:i;;JrA~E: RE"'')UI;,!::::M~JFS fX'Cl'Mf,;~ff.;;:· IN ~'''':; (.q"'P(,1&"<.(..::: [$~';.LF.J1~. REV. .X i..Qj(} j,X ::c:J)2D ---_._-_ .. ,xXX .uno AK1GULb,R ,+'1 m:,GP.EE '''''1 ..... , 1 REV, rHi1 DF.;;\W'!f~0 r\NO r\t,.L it-jFORMAi"lOl; i'}jE:P(iq!,~ I:-S "[ H~: F,"i<JtJEiiry QF FL{WW)j. Vli' .. STIC:S WlT'L lNG, '>,ND '$i.,r.,LL NQT at; ,f,OPlED OR RFPROr;.J.;C~TI V,..lTHOUT T~'ElR WRiTHJ~ PER~AISSIOt;,- McDONALD'S PRE-SELL BOARD INSTALLATION SCALE: NTS i : ."; FAMilY: FLOR!DA. PL-~STiCS '!NTERNr\TIQNAL 19200 SOUTH <tDZk: tVf.' . EV2RGREEN PARi<, lL. '60805 peg) 48to ,··0400 F',.<\;\ ClOG} 4-98·,'··4620 f\.O,," f\ 'i(. e{\ '~O" • :--1 0 \)\>1\'2> 0'<;. '0~ 0'" ~\'O ,~\t ",\>oil-'1-'\ ~'© ~©~~ ~ Know what's below . Call before you dig, mL-__________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ~ '--' 0 :Z L() f-..... 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' .. 11 \~I, 'iW .. i.'~ .. i . "~ -'.-:" . .'7-. .' :~ :,j r-.', l"" ~: , ;: F'" . i \~ .~ •........ _. __ .' ..... iioi.'--""" _ ~)~ 3j --Ml '\', ,{ ;~t, I 'c;;' ,,-,:;. '-":':S;}-"~c:':"·· ,,>,,:, ............ L _ """'J ••• AtNA ~QBI~§.",~Y5~,Y5:6~~I;· ...•. !;;" ." . iiiiiil _<,,:;. ',"i' ~ r' .' '} \,-' :\-. ;~, J/ +. ~. <', ~, ':" ) .. :f\ . w ;~: g,. '9.:~ , ,-, ~,\>.\);~,;':\;" "'.>·W '" '?,. ~ ~ ",,~ ~ ~ '90 ~ ~.~ ~. 0 9;,':> ~ ~ ~ ?' ~©[Q)@[R)@ocQr®® ~~ ~f:, :< RESTAURANT REDEVELOPMENT 4411 NE SUNSET BLVD RENTON, WA ~~ NEIGHBORHOOD DETAIL MAP ,;i~ Suite 303 Bellevue, WA 98005 .... \, , ~~' ~~. ...• ~\. . y ,', " , ;, .~ ~; ~ T (425) 453-9501 F (425) 453-8208 WWW.PACi.AND.COM i\~ ..... '.l) ....... . ' " ',:~. '~~%:Yi .. \\,/ y~~ii .......... . '~~ "5-" ~.' . ,.~ 'S:J ;~Oj, " I -t" -<s:; ~: . ~t\ .'" .. <.~\,., v.c"· ·-;,·:~:t, '.~! ,.< ,/.\~. '-" -. -·;··-.c ;".'''.- "J.>-. .-r; ;c. . "\' Y" IUJ <01+0 o <0 -..J I o o ,., :-l 1+ ''':.:.-. ...... /.. 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".-" ... ~.; ';'~"<>;\'" '. -~. m 01 m - :E . s: I. -----~._._. ______ I 1-----·_-_·_-_·_· __ ·_--_·_-_·_-,--_··_--",--_···_---·-_···_ .. · .. 1 r---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------, ,~ ~i---r__,---,,--~_. ., i' "i l , ! N 5 N r-: N 0> i" -0 :::> u o I") ~I o ::;;: w ? ~ <l) (f) i" <l) 'S; <l) n::: c o (L <l) ~ (f) <D N I") o N :;:- (f) ;;;: "" -'= x ~ "' '" c '~ o ~ o ~ o u 3-:z: o I-:z: w n::: /' c o ~ 0> ,~ -'= (f) o ~ '" .. " .. ~~ -<3' zd r"-'. Q:: /" (J~ / I I . , . , - - C!o , f\1jy~ ! IN'i i ' " \ " ~ zr;; u "\ . ,,~ .. ' ,M ""~' ,,/ ~'" _w "'" ,, __ woo •• _ ~,,;',";~~ -:;;~~ -::;;:; ~ =,-"...::..-.-., ! '" CD PH ) FJ/ ,~" 2<)~VJ ,;5.' ~,:0: NEW 45-87 (+5) 4,185 SF FFE = 399.0 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. LEGEND: \ --' / ,~", , ". 'E-" " " - EU<>" C;\J. _ Ii : ii II II \ i . , \. \ \ h / .I ,,/ YJ5)S: '\'" ~ , l ",,:Jv,: i i / ~: 1 --j-- ;\~ ~ >:1 !)c"' "~ 0U-8 >iV a~ 392/1 GRAPHIC SCALE 1 ~ _'~i' ~i_D __ 'I ( IN FEET) 1 inch = 20 ft. fk, CilIA I{ T:3F C:::rHl:J-i HX.'~ C'L I:n~: H :G;~.t\'r ELE\', :::::' '593 ':><j, i:/; :"UH .~"' Hi\IfC LU OJ [l] D] rn W [[] rn [[] W [Q] [j] Il1l Ml [J}] im [j]] [ill [j]] [j]] 1m ~ ~ I2Jl SANITARY SEWER SCHEDULE CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS, CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX, I.E. = 390.3± 71 LF 6" PVC SDR 35 WW @ 2.0% MIN. SANITARY SEWER TESTING TEE RIM = 398.50 IE = 391.74 3 LF 6" PVC SDR 35 WW @ 2.0% MIN. WYE CONNECTION IE = 391.80 7 LF 6" PVC SDR 35 WW @ 2.0% MIN. SANITARY SEWER CLEANOUT RIM = 398.25 IE = 391.94 42 LF 6" PVC SDR 35 WW @ 2.0% MIN. SANITARY SEWER CLEANOUT RIM = 398.74 IE = 392.78 14 LF 6" PVC SDR 35 WW @ 2.0% MIN. SANITARY SEWER CLEANOUT RIM = 398.88 IE = 393.06 2 LF 6" PVC SDR 35 WW @ 2.0% MIN. 6" WASTE WATER ENTRY APPROX. I.E. = 393.10 11 LF 6" PVC SDR 35 GW @ 2.0% MIN. SANITARY SEWER CLEANOUT RIM = 398.16 IE = 392.02 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = 398.18 IE = 392.01 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612-GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 38 LF 6" PVC SDR 35 GW @ 2.0% MIN. SANITARY SEWER CLEAN OUT RIM = 398.79 IE = 393.01 20 LF 6" PVC SDR 35 GW @ 2.0% MIN. SANITARY SEWER CLEAN OUT RIM = 398.89 IE = 393.41 2 LF 6" PVC SDR 35 GW @ 2.0% MIN. 6" GREASE WATER ENTRY APPROX. I.E. = 393.45 CD @ @ 0 ® ® CD ® ® @) ® WATER MAIN ----------w--------- WA TER SERVICE LINE ------------w----------- WATER METER FIRE DEPARTMENT CONNECTION BEND/TEE WITH THRUST BLOCKING POST INDICATOR VALVE GATE VALVE ~ ~ DOUBLE DETECTOR CHECK VALVE ASSEMBLY 4" GREASE WASTE -------6" GW-------- i 6" WASTE WATEFj --------6" ww -------- , , i GREASE INTERCEFTOR SANITARY SEWEr; CLEANOUT /TEST TEE • -3. -3. I WATER SCHEDULE CONNECT NEW 2" DOMESTIC SERVICE TO @ 4 LF 6" FIRE LINE EXISTING 8" WATER MAIN PER CI'ry OF RENTON WATER AND SEWER DISTRICT @ DOUBLE DETECTOR CHECK VALVE DETAILS AND REQUIREMENTS. ASSEMBLY WITH CONTRACTOR TO VERIFY EXISTING WATER 40 LF 6" FIRE LINE MAIN LOCATION PRIOR TO CONSTRUCTION 2 -6" 45' BEND OF ANY PORTION OF PROPOSED WATER 1 -FIRE DEPARTMENT CONNECTION MAIN EXTENSION AND NOTIFY ENGINEER @ 15 LF 6" FIRE LINE OF ANY DISCREPANCIES. WITH POST INDICATOR VALVE CONNECT NEW 8" WATER MAIN TO @ 1-6" 90' BEND (MJ) EXISTING 8" WATER MAIN PER CITY OF WITH TRUST BLOCKING RENTON WATER AND SEWER DISTRICT @ 29 LF 6" FIRE LINE DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY EXISTING WATER @ 12 LF 6" FIRE LINE MAIN LOCATION PRIOR TO CONSTRUCTION @ OF ANY PORTION OF PROPOSED yl.ATER " . 6", FlRE?ERyICE.f,'NJ:RXc.,~c.-... __ MAIN EXTENSION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. \ @) 2" HOSE BIB SERVICE CONNECTION , 32 LF 2" DOMESTIC WATER ® 183 LF 2" SERVICE TO HOSE CONNECTION IN TRASH ENCLOSURE 2" DOMESTIC WATER METER , @ EXISTING WATER METER TO REMAIN AND 109 LF 2" DOMESTIC WATER TO BE UTILIZED AS NEW IRRIGATION METER. 2" DOMESTIC WATER SERVICE ENTRY 10 LF 8" WATER MAIN @ IRRIGATION POINT OF CONNECTION , ® 1-8" 45' BEND (MJ) EXISTING FIRE HYDRANT TO REMAIN WITH THRUST BLOCKING CONTRACTOR TO INSTALL NEW 5-INCH 14 LF 8" WATER MAIN STORZ FITTING. 66 LF 8" WATER MAIN @ PAVEMENT RESTORATION PER CITY OF 1-FIRE HYDRANT ASSEMBLY RENTON PUBLIC WORKS DEPARTMENT 1-8"X6" TEE (MJxFL) STANDARDS. RIGHT OF WAY PERMIT 2-6" 45' BENDS (MJ) OBTAINED THROUGH THE CITY OF RENTON. 1-8"X6" REDUCER (MJxFL) 51 LF 6" D.I. SPOOL 1-6" GATE VALVE (FLxMJ) 1-5-INCH STORZ FITTING WITH THRUST BLOCKING Know what's below. Call before you dig. mL-__________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ~ :1 : '. . A l !~II r ,~·;llj ", ~"I) H :;,.,..1: " ,,~·~·'1 " C-3.0 L{) is r-... N is L{) E '" LO <=> ..:.: 0> '" " -.J r-- r0 ~I Cl :::;;; W ;:> <n 0> c ':0; '" ~ Cl ;::J- Cl u 3-z: o t-:z: W ;:> c o ~ 0> S ..c <n ~ /'" O::i I"~ ;;;: ~:) i ! 6,71 1 ,I B.O \ \ 2.5\ )',SF"~1.A.~-r r,~/\\ilhC / / -'~'~" "" 6 If I 4-'"\ "."", 't/. (:j~'~~>( :-:GLi}F~~;:; l) ", ',,'{Y~ ;;-;y .i·:\:'W ~3T PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. DRWG, NO. lPCP25230 \ ,:n> s/ RL'1i '!." ,;) n :" iM'J < ,);X~: ' ',-' nz: Beel (+. '>UJ h<: SlC;r'itL f·'CU E;~:>J. :t-m 58 D,Yl\,.-)',i .m ~;,A\fD 2;;3 / \. \-;, ! \ \ \. i , , \' , ' \ / ~ - GRAPHIC SCALE o 10 20 40 I .. _!~I_~I ( IN FEET) 1 inch = 20 It. SEE SHEET C-3.8 FOR LIGHT POLE DETAILS PAVED SURFACE READINGS NOTES, Average Maximum Minimum Avg:Min Max:Min 10,5 29,7 4.2 2.50 7.07 1. 2, THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING CR ITER I A,' ANY SUBST ITUT! ONS I N SPEC I F I ED FIXTURES DR CHANGES TO LAYOU~ WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RE,SPONS I BIll TY OF SECUR ITY LI GHT! NG, THE CONTJIBUTION OF THE METAL HALIDE SOFFIT / BUILDING LIGHTING IS NOT REFLECTED ON THIS DRAWING, PROPERTY LINE READINGS 3, D I sf AN'ct 'BETWEEN "READ I NGS' _,,_1 0_:_, '_' __ '_"_"-_'_" _'_' '_'_' _______ _ " Average Maximum Minimum Avg:Min Max:Min 5.1 11.9 0.8 6.38 14.87 4, FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS DR GLARE ONTO ADJOINING PROPERTIES DR ROADWAYS, 5, FOOTCANDLE LEVELS SHOWN ARE MAINTAINED, MAINTENANCE FACTOR USED ON THIS DRAWING IS 75 ** -SPECIFY COLOR NOTE: ALL POLES ARE DRILLED FIXTURE TYPE: SYMBOL QUANTITY CONFIG QUANTITY MOUNTING LUMENS POLE TYPE: * QUANTITY HEIGHT ASB-1000MH-**-MT -0 13 SGL 6 25' 110,000 SSP-22-**-n (5") 7 NOTE: * POLES SPECIFIED ON THIS DRAWING ARE RATED FOR AN 80 MPH WIND LOAD. FOR AREAS WHERE THE WIND LOAD CRITERIA EXCEEDS BO MPH, PLEASE CONSULT FACTORY FOR PROPER POLE SPECIFICATION AND MODEL NUMBER, ALL ASB FIXTURES TO BE INSTALLED TILTED AT A 30 DEGREE ANGLE. UNLESS OTHERWISE SPECIFIED, THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALUlATED FROM LABORATORY DATA. TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE VITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE no VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS. AND OTHER VARIABLE FIELD CONDITIONS. UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS ARE IN INCHES ~~"Dt'zr. &> TOLERANCES NOT OTHERWISE SPECIFIED + ,\.s·~\. .. ~ :;: ~l ~ 'f ~lr DECIMAL FRACTIONAL ANGULAR SCALE DATE NEXT ASSEMBLY REF. DRWGS. I' -20' 0' III '1P III 'U' [E [IIJ IBI "~ DRAWN BY 3/21112 v P .. r' .... MAOt n .. s I g .... ". II ~t I ng Pl"oducb 10m! Johnlen Dr .. lIu':P"o,(o (TOVIt. IlLlnelS 61lO1r.l CHECKED BY 1-60G-344-4848 APPROVED BY POINT BY POINT FOOTCANDLE PLOT APPROVED BY FINISH -McDONALD'S - APPROVED BY 4411 NE SUNSET BLVD RENTON, WA SHOP ORDER MATERIAL DRAWING NUMBER PROJECT NO. lPCP25230 FOR Know what's below . Call before you dig, ~------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ --~d-~\ 'r, -----~ , j , I ! ;; '\0 Ii j ~ ~Z!! , , " ,i i . ~ , ;! -'-' -'--'--'--'--' li ~'~'~,---------~ f- :::;0 0::: W n. C-3.7 E '" ...- Cl r'-= N 5 N r-:- N 0' ,. " (9 o N ~I co ::2 w 7-en 0> c .~ '" L co ~ co U ::2 .-/ z: ~ z: w 7-c o ~ 0> .S -'= en '" ? ": l,:;' l.,f,JJ;> :;1,:",'2,':' C HUFrn~. ~'" .. ~,~,~,.".,<%~ HiT, NO. 7~(:;E~/r<l'T '? t:,'\y ~4i:'.v1:: '(EhA'r";\rF'), ! i ~ ... :< n I , II !i--H·,·" /\SPHhLl" ;.'~ .f<, \fiNG ! ,/ / PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. COVERt~.L: PLf>.'{ ARC [\ NEW MCDO \. \ rS~i::~~l~~fr-~~O.90 45-87 (+5) 4,185 SF FFE = 399.0 "1'1'11." ,en It~rv 398. 31 ~',)ir 398.20 398.90 ;~: i _-I ~ 7, .... .<~, LU no' ::iSD,U " ! ' r f..J.( /j T :\/<7. ~') Li:Ci< HOLUJ{',~,;3 'LC f/· j ",:,,;.'(,g -;;;r ~nk;} ::; r , . LO MH \ r~Lv "'" jJ~'}. L 'L1AFF!C ~;\GN/.'.L F>(:\J: f, ,,:~, ,;. ,~ 401 }j(:. c.;/c,·'l).;1 .~ Nt,HU d·.? "<9,S'~ I , " ul Z \ \ I y i .1 1 1 nb! ',< ,+Cj~H; lNV :." ;5J!>~ GRAPHIC SCALE o IN FEET) 1 inch = 20 ft. '::L:;,\i, ~ "5'32.:H ~)i'.·~'U) ," ;,., /\\/1> dd .0 STRUCTURE SCHEDULE PIPE SCHEDULE # CD ® @ G:J ® ® CD ® ® ® @ @ DESCRIPnON PIPE # DIAMETER LENGTH CB TYPE 1 1 12" CPEP RIM = 397.84 2 12" D.1. 12" IE = 394.30 3 12" D.1. 4 12" CPEP CB TYPE 1 12" RIM = 396.20 5 CPEP 12" IE = 395.20 6 12" CPEP 7 12" CPEP CB TYPE 1 8 18" CPEP WITH SOLID LOCKING LID RIM = 398.12 9 6" CPEP 12" IE = 394.84 CB TYPE 1 RIM = 397.04 12" IE = 395.04 CB TYPE 1 RIM = 398.05 12" IE = 394.47 CB TYPE 2-48" WITH GRATE RIM = 397.67 12" IE = 392.55 CB TYPE 2-48" WITH SOLID LOCKING LID RIM = 398.00 12" IE = 391.05 DETENTION VAULT INLET 12" IE = 390.05 DETENTION VAULT OULET 18" IE = 391.05 CONNECT TO EXISTING CATCH BASIN MANHOLE WITH 18" CPEP REPLACE LID WITH SOLID LOCKING LID RIM = 397.88 NEW 18" IE = 390.80 EX. 30" IE = 390.80 STORM DRAINAGE CLEANOUT 6" IE = 393.37 DETENTION VAULT INLET 6" IE = 390.05 SEE SHEETS C-2.1, C-2.2, AND C-2.3 FOR GRADING AND DRAINAGE NOTES AND DETAILS. (FT.) 58 42 41 74 93 15 10 25 38 SLOPE (FT./FT.) .030 .009 .005 .005 .021 .100 .100 .010 .087 L.EGEND: EXISTING GRADE PROPOSED GRADE prWPOSED SPOT ELEVATION SLOPE ARROW HIGH POINT LOW POINT TOP OF CURB TOP OF PAVEMENT MATCH EXISTING ROOF DRAIN LINE STORM DRAINAGE PIPE TYPE I CATCH BASIN TYPE II MANHOLE STORM DRAIN CLEANOUT ~ .. ", SPOT ELEVATIONS SHOWN ALONG CURB LINES ARE SHOWN AT TOP OF PAVEMENT ELEVATION UNLESS OTHERWISE NOTED. __ -57--- r 57.5 /2.0% HP LP TC TP M.E. RDL - - ---SD-- - - - ~ C-1. -2. • ~ -2. -2. Know what's below. Call before you dig. m ~ __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ----------------------------------------------------~ " ; ,; ;: .f" '1Ii \~': e " , . . N 5 r-N ~ "-f'. c:: N w "-"-.., 0 '" Cl ,.£: Cl ~ '" , ~ -, "i' -, ':cd :-: ",~~' . . e 0 , z Lf) ~ 0 . , l f'. ' . N ·e ~ 0 ,IL , Lf) ,Gf, :2 .~ -, "-"-l' f-, w -, z <.( ...J a. W (j <.( z « a:: o o z <.( (j Z -o <.( a:: (j C-2.0 NE 10th ST w z ~ « z o Z ::J NE 12th ST w z NE 17th ST VICINITY MAP NOT TO SCALE - "I VlI w z ::J [f) W. 1/4 COR. SEC. 3-23-5 FND. CONC MON. IN CASE WITH 3" BRASS DISC. 05/10/11 C) .---., Z . _[f) 1l::1<t: <t:IW W::;;: m;:-- LL OO o~ LO [f)N -CO :QIN mil I .---., w U W , Il:: o ;:-- ~I~ . n (J) I • LOLO . N °co ON Z SW CORNER SEC. 3-23-5 FND. CONC. MON. IN CASE WITH 1.75" BRASS DISC. 05/10/11. LEGEND ---BP-----BP--- ---BT-----BT --- --BTV----BTV-- ---FO-----FO--- ---G-------G--- ---ML-----ML--- ---SD-----SD--- ---SS-----SS--- ---W-------W--- ---YL-----YL--- NOTE: B. B.O.H. B.S.B.L. C.B. C.W. D. F. F.H. F.P. G.M. G.V. H.H. I.C.V. I.C.V.B. L. M.H. O.D. P. P.T. P.V. R.O.W. T.P.O.B. T.R. T.S. T.S.B. T.S.P. W.M. W.V. ",9 " MERIDIAN -NAD83(1 991) BURIED POWER BURIED TELEPHONE BURIED TELEVISION FIBER OPTICS GAS MEDIAN LINE STORM DRAIN SANITARY SEWER WATER YELLOW LINE BOLLARD BUILDING OVERHANG BUILDING SETBACK LINE CATCH BASIN CONCRETE WALK DECIDUOUS 1lREE FIR TREE FIRE HYDRANT FLAG POLE GAS METER GAS VALVE HAND HOLE IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE BOX LUMINAIRE MANHOLE ORDER DEVICE PLANTER POWER 1lRANSFORMER POWER VAULT RIGHT OF WAY TRUE POINT OF BEGINNING TELEPHONE RISER 1lRAFFIC SIGN 1lRAFFIC SIGNAL BOX 1lRAFFIC SIGNAL POLE WATER METER WATER VALVE SPOT ELEVATION THE UTILITIES SHOWN HEREON, UNLESS SHOWN WITH SURFACE APPURTENANCES, ARE PER PUBLIC RECORD OR BASED ON PAINT S1lRIPING PROVIDED BYOTHERS. PRIOR TO ANY CONSTRUCTION AND/OR EXCAVATION, THEIR EXACT LOCATION SHOULD BE DETERMINED BY CALLING ONE -CALL LOCATE AT 1-800-424-5555. ZONING -CA 1lHE PROPERTY AND ADJACENT PROPERTIES ARE ZONED COMMERCIAL ARTERIAL Wl1lH AN URBAN DESIGN DISTRICT D OVERLAY. SETBACKS: FRONT: 10' SIDE: 0' REAR: 0' HEIGHT RESTRICTION: 50' FLOOD ZONE DESIGNATION NO PORTION OF 1lHE SUBJECT PROPERTY DESCRIBED HEREIN LIES WITHIN A SPECIAL FLOOD HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 1lHE PROPERTY LIES WITHIN ZONE X AREA OUTSIDE THE 500-YEAR FLOOD AREA OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS MAP NUMBER 53033C0668 F, PANEL NO. 668 OF 1725, BEARING AN EFFECTIVE DATE OF 05/16/95. PARKING THERE ARE 47 REGULAR PARKING SPACES AND 2 HANDICAP PARKING SPACES FOR A TOTAL OF 49 PARKING SPACES. GRAPHIC SCALE IN FEET ~~Iiiiiiiiiiiiii ~11iiiiIiIiiiiiii_ 20' 0' 10' 20' 40' 1" = 20' CURVE TABLE NUM DELTA ARC RADIUS Cl 21°40'40" 47,86' 126,50' C2 5°26'18" 2,80' 29,50' LINE TABLE NUM BEARING DISTANCE Ll N 30'28'53" W 18,54' L2 N 75'24'39" W 8.47' AREA = 42,260 SQ. FT.± = 0.97 AC.± TAX PARCEL NO. 032305-9097-00 [f) 40" F 12.5' LANDSCAPE BUFFER. -----1 REC. NO. 7908200517. MAY HAVE 1lERMINATED, __ -396---~N « w D': « o ~ 0'------ D': G- :::;; Z ~ 8" D 5." LINE SW 1/4 SW 1/4'---- tJ z [:1 w z g ~ [!] u L 11"------ '" o BICYCLE AREA L 11---__ _ ICV If------ II ICVB « w D': « o w G-« o {f) o z :3 ASPHALT PAVING /~ ~ I ~/ t /SAN. SWR. MH ~ 9 RIM ~ 400.6 / i INV ~ 392.4 / /" I \ \L \ \ \.r \ ''''''', \~ ... , ~SD ________ PAVING C1 / ~~ ~ 395.9 CB RIM ~ 396.0 INV ~ 391.4 1l\ ,~ ... ~ ASPHAL T PAVING '" o , MH RIM ~ INV ~ 389.8 l../,f} INV ~ 391.9 1 ASPHALT PAVING 6' WR()UGHT----i IRON FENCE COVERED PLAY AREA FREEZER STORM MH RIM ~ 397.5 LID RUSTED )~~~B~'D~~~====~~ • .......PLANTER· .. I / / 6 0 Uti J TRASH AREA ASPHALT PAVING 10' UNDERGROUND ELEC1lRICAL--~·-j1 SYSTEM EASEMENT, EXTRUDED COI~C.·, CURB (TYPICAL) REC, NO. 7911280702. I I 150. 15"0. S 88'3849 E @ CB • RIM ~ 399.0 CB MH l.tJi !J @ RIM ~ 398.9 CAB, !!JHtJRr PLAr JViJ.. 343-7£1 .? BECK HOLDINGS LLC p' 13708 SE 43RD ST ~~ BELLEVUE WA 98006 ,"'i ~' ~ /~/ /" $BENCHMARK SW'L Y TIE BOLT ON TRAFFIC SIGNAL POLE ELEV. ~ 401.58 DATUM -NAVD 83 /--+-,",--R. 0 .. W. DEDICATION PER REC. NO. 20020104000001 . w z W =:J Z W > « W I, (j) w I- er o u « z « , FHP $BENCHMARK TOP CENTER BOLT ON FIRE HYDRANT ELEV. ~ 398.34 DATUM -NAVD 88 RIM ~ 395.1 INV ~ 391.9 ~ I ~ ~ ~c;«,.«,.'t-/ t / /,,«,."' / / / .~~./ "'~: / I ""," ..... "'- // / / -I NOTE: / / I I THE LOCATION OF HONEY CREEK IS / BASED UPON THE FIELD LOCATION OF / j THE OU1lFALL INVERT, THE FOUND ~ UPSTREAM MANHOLE, AND THE ~ DESIGN CONSTRUCTION DRAWINGS. I THE ACTUAL UNDERGROUND / LOCATION MAY VARY FROM 1lHAT / I SHOWN HEREON. ~ 395.6} ~ 393,1 >- ~ o « o 0:: • I .~ • , ~~ IO_LO x~qj c5 ...-- 1000 ~ NIO 1318.53' --'S=--8-=-8' 38'"4""""9-;;-" --=E--/-______ ~S.E. COR. SW 1/4 SW 1/4 LEGAL DESCRIPTION LOT 1 OF CITY OF RENTON SHORT PLAT NO. 345-79, RECORDED UNDER RECORDING NUMBER 7908179008, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF: THE SOUTHWEST QUARTER OF 1lHE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .. IN KING COUNTY, WASHINGTON; EXCEPTING THEREFROM THAT PORTION 1lHEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 20020104000001. ALSO KNOWN AS: THAT PORTION OF THE SOUTHWEST QUARTER OF 1lHE SOU1lHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NOR1lH, RANGE 5 EAST, W.M .. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOU1lHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 88'38'49" EAST ALONG 1lHE SOU1lH LINE OF SAID SUBDI\1SION 1318.53 FEET TO 1lHE SOU1lHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE NOR1lH 01,1'51" EAST ALONG 1lHE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 280.01 FEET; THENCE NOR1lH 88'38'49' WEST 40,00 FEET TO THE SOUTHWEST CORNER OF LOT 1 OF CITY OF RENTON SHORT PLAT NO. 345-79, RECORDED UNDER RECORDING NUMBER 7908179008, RECORDS OF KING COUNTY, WASHINGTON, AND 1lHE TRUE POINT OF BEGINNING; THENCE NORTH 01'11'51 EAST ALONG 1lHE EAST LINE OF SAID LOT 1 A DISTANCE OF 239.40 FEET TO 1lHAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 200201 04000001; THENCE NORTHERLY ALONG 1lHE WESTERLY LINE OF 1lHAT PORTION OF LOT 1 CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 20020104000001 THE FOLLOWING COURSES AND DISTANCES: THENCE ALONG A NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 126,50 FEET, A CENTRAL ANGLE OF 21'40'40", 1lHE CEN1lER OF WHICH BEARS SOUTH 81'1147" WEST, AN ARC DISTANCE OF 47,86 FEET; THENCE NORTH 30'28'53" WEST 18.54 FEET TO 1lHE BEGINNING OF A TANGENT CURVE TO 1lHE LEFT: THENCE ALONG SAID CURVE TO LEFT, HAVING A RADIUS OF 29.50 FEET, A CENTRAL ANGLE OF 5'26'18", AN ARC DISTANCE OF 2.80 FEET: THENCE NORTH 75'24'39" WEST 8.47 FEET TO THE NORTH LINE OF SAID LOT 1 OF CITY OF RENTON SHORT PLAT NO. 345-79; THENCE SOU1lH 70'17'15" WEST ALONG SAID NOR1lH LINE 86.64 FEET: THENCE SOU1lH 64'55'57" WEST ALONG SAID NORTH LINE 36,34 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 01,1'51" WEST ALONG THE WEST LINE OF SAID LOT 1 A DISTANCE OF 256,50 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 88'38'49" EAST ALONG THE SOUTH LINE OF SAID LOT 1 A DISTANCE OF 150,00 FEET TO THE TRUE POINT OF BEGINNING. SITUA1lE IN 1lHE CITY OF RENTON, COUNTY OF KING STATE OF WASHINGTON, TITLE NOTES LEGAL DESCRIPTION AND TITLE INFORMATION IS DERIVED FROM CHICAGO TITLE INSURANCE CO, REPORT NO, 1323016, DA1lED MAY 16, 2011. 1. UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM EASEMENT RECORDED UNDER REC. NO. 7911280702 HAS BEEN PLOT1lED. 2. LANDSCAPE BUFFER CONTAINED WI1lHIN INSTRUMENT RECORDED UNDER REC, NO. 7908200517 HAS BEEN PLOT1lED. SAID LANDSCAPE BUFFER MAY HAVE BEEN TERMINA1lED BY VIRTUE OF THE ADJACENT 'PROPERTY BEING OF 1lHE SAME ZONING CLASSIFICATION AS 1lHE SURVEYED PREMISES. 3. REFERENCE RESERVATIONS AND EXCEPTIONS CONTAINED IN INSTRUMENTS RECORDED UNDER REC. NOS. 60425, 20030125002078 AND 20030125002079, CORNER LEGEND 1, CORNER NOT SET -COVERED BY ELECTRICAL CABINET. 2. SET MAG NAIL WITH WASHER; LS 18903. 3. SET RIVET WI1lH WASHER; LS 18903, 4. SET RIVET WI1lH WASHER: LS 18903, 5. SET RIVET WI1lH WASHER; LS 18903, 6, SET RIVET WI1lH WASHER; LS 18903, 7. SET 5/8? REBAR WI1lH CAP: LS 18903. 8. FOUND 5/8" REBAR 0.1' S.; "JONES C 96 SURVEY POINT' 9. FOUND 1/2" REBAR 0.4' S. x 0.1' W.; "CPC, INC. 22338," CERTIFICATE TO 1lHE MCDONALD'S CORPORATION; MCDONALD'S USA, LLC; MCDONALD'S REAL ESTATE COMPANY; AND CHICAGO TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH 1lHE 2011 MINIMUM STANDARO DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6, 7, 7(B)(1), 8, 9, 11(A), 11(B), 13, 14, 16, 17, 18, 19 AND 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 18, 2011. DATE: ____________ _ SIGNED _____________ _ TIMOTHY E, HANSON STATE OF WASHINGTON PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 1 B903 11/22/11. REVISED LOCATION OF HONEY CREEK CULVERT AND MANHOLE, CL.ENT McDONALD'S CORPORATION ALTA/ACSM LAND ~TLE SURVEY AT 4411 NORTHEAST SUNSET BOULEVARD, RENTON, KING COUNTY, WASHINGTON TIM HANSON AND ASSOCIATES, INC. 8255 CULTUS BAY ROAD CLINTON, WA 98236 (425) 822-7271 SCALE 1" = 20' SEC. TWP, 3 23 ROE, 5 RELDBOOK 175 DATE MAY 2011 PAO.JECT NO. 11010 , ~ , , -·---_________________ 6_3~'_~~~'"---------------1-12~2"_F_IN_IS_H_ro_F_IN_IS_H ___ ~_A_:_,o ______ 2 __ ' ___ 1 9-'_~/-4-"--------P~C-'---7-'--1-0-"---0~~-------20'-~"------ ;~~~~~.~~-~-.--_-_-,_-,~-~~==========~~~~~~~~~~4'_'4-_'--~1~1_'-'~~_~--= =-_ .=-__ -_-.=-__ ~~~~~~-,=__--,-_---_-. ~-, -------:_-~-_-_-, -" .. -.-"-.. -" -_-.. ,-. -IS-'---S'-' --------,i'--=---=-.~-.-._=I-S-'--7-3-/4-'-' -R.-O-'-. ==----,-------J--'-, =9'-OY,-4'; = -= :~,~~~~~~~~~~~~~=--,=--.-1_8'-'--~8'-' .-R-.O=-. -~-_a~~_ 10'-3" '4'-::±" I:CJ'.' ,4'-4" . In"," -8' 0" 8';'"6' R.OZ' 8", -"" "EOUAL 'm"AI,~, ,EOUAL , EOUAL 'I R.O. ILL h 1 R.O. 4'-8" r0 ' 4}-2" <III 4}-2"" I ~~' ~ [Q--i ~~I~ , ~-!-r-~ I ~----I I----~ ~ ~ " ~'L I I, ;3\: i 'Ii ~ /~ I Ii ® \ ~ -z ~ ~ ---~ -~ ~\ '-eY~ -\-~ ',-"'S5~ I L.,'h J: ' SI~ \ ~;v /"'11' ~ 1\ : ,--I ~ I Icc_~ --_\ ~ \~ ~ ~ -\.---f, I ( () (~~~ L I \ ",-' ~ >~ \ ( I ~ \ , lilj \~ .-----,/-I L __ _ I ~.,_, D;e-~ : I~ I I-i: __ -'''~ I r---~9 ~ ~ , '-~ I II ,,/ II: r= _~(.;)l' ..:", U //~ ~"'~ I' "--if9'\.-rF---, ---'-1 I :-@I ( I I I I I I I I I I I I I I ('A.I ~I liiS z , Ie;: ,,", 10 -"Ir "I I~ Ie;: I I I I I I I I I I I I I I I I I , , 'k----'-- <D I <D - ~ j II I I I /( " ' I... '---../~~ ~ ~ : ___ J I III ~~I:~' - --1\11 __ \ t '-~ "',011 /4hi0 rr' rLL£~ •. Y CD 11 OPP. os ,,~( :--_: __ ,i __ 11 I I~I-l __ ,!: INCOMING WATER-J I' I e I 0:\ I I '-. ~ [;1)' ~ ! ' "'" SERVICE METER I ""r"1 ,--"§' I AREA. ,I I I I I SUPPORT ' I [11-- --rn 1-I PLAYP~CE DINING o:m FREEZER II D:QI] g I ~,-(::; ~I 6 I, .l I 1,---------'.-. I \~)) \I'I~ I r,~ ""'--1 r--~ lliIl I ,--, /" ± :,,,--!. -\,41)---111 (1\,A5U I' ill I'i-----------;l-I I \0: )'-jGjIJ 1-/' I ''', l[ ..... ----------Er i I t:.0 IT ---",1_:1 ~ y~=--~ c-:" ~ II: :: -'l~~=~ /' I ~\ I ,. I I/:,~ 12' -9:' \'f!!/ ~ ~ (A 4' 5'" _L 8' 5}-2" ,~ IL~ II I 20' -274." I I l 7' ,,9" 19' 412''1 I I \Vl--. I I 4Jt" -l = I ~--'I(-II '" 9 I ,I II :\1 ,C l" I I 4~" j ;:: - --"'-".1-II-I~ I --"T,'2~ =t - -I r' -2' I ~~o I ~,J I II III r7/4 15'-~" HOLD 1 ~' 18' 2" HOLD 2-1' 1/1 17 '-3l2" HOLct, W--~ I.t" 1.1 "'''-''-'-0, ", DW -' ~-.I'll I II I \ ,I L.,--+------,-~~~f._'__r_rl I r', '"I-II Iii +--;lJ \ ~4". I~I~ --==-n ------"'1L11 1:11 '~~' J! ,--_L '~(~)I"-',l I / I I I lEN ~ I 1<:1 f ,L 1,\ I /"" I' --C:::'-'~I-r:-=I~ ') ~ , I r~ I / (;)1 : '---, \: ''', / -'.. C'0i~:~ I '-1 :: :~C~ct" Cc~~C 'i :: I':;~I ,,~;) \( I: 'I : IF FL ~: -<: ?' , I I I L~ I '~.;, I..,: _'cp I ) I I 1 I I : II:\-' ~' ~"_ I'+---\+-Io;l I.L:§-r::",~ I-,;,i--~T~1111 I c=_~:1 II I 1111 'I' .. ,IV~'I II Ic.\ ~/ I 3' -.IO~" I Lf<.LJ I CP k.·.·' '. '> .. ' I ' r-\V I .r;)Sl '01 {---2----tL'L - -JJI , .•... ,llir,,· .~",' ..... '.' ' , I I I ... II 1 I ~IH' b;-t~y L':'.:'J I ' I ,I I 3' -11"" I I I, 0 I II II II . II \A3. I)! I (f---;7 1, Y"-;-}-.. \,CJf ' U'l,~ I l-,_ _ .J..2' -=3;;-HO LD we, ., -C.>. • '---'-c '---../ ~ ~.}~!'\ ~, l.7':.-;*"I"'-I" ~, COOLER [Iill REGISTERED ARCHITECT , PHILLIP L. PRYOR ~rE DF WASHINGTON ~~~~. '~~::!:I-~'~~~~' I~ __ --11lU ~ rJ ~ I ~ ~~ . "~c".:). +--®-s -j: ~;'" (~,~~-[ocJII~ = ~ '" l' : -t ,'-I ''Y 0 H" T ~ A4.1 : l c:, CRI~o:IOM -= MG['IS0sAiEA .ir' "_,,, ~. -'([It 1,1 24'-4!;2" ~ 4}-2" 1111:110~: II' I 8---~ ~ I \ II ~I/\ ~_~N,~I' -\LP-LA-YPLAC-E-' " , I '11 41;,',': ~ ,,-u - - --I r-----,~ ----2' 6'-2}-2" -_12' _,11" ~J ,3'-9~2" 4'-11", 4'-Oj!,4" ~h 3'-874." c:": ~ ':II,lif-----_",1'-9}-2" ::: ~t6/2"5'4!'/L - - -n " 28'-8}-2,,---------,r{_6}-2" ilill II L -J: :---,f-11---I--'12 T --6}-2"rr-----r ---~ _~ ~! ._ "N~I· ~~~~C~;CD'~ I ~I ~I I I I I J , , 8"W X 4"H -~ 2'-5"?2 -5" III --I m---_ I I '~=-h;)' Cu,,,,,RUCTIC : ::L~" O:F~G "1"'-': 8 ~ ~ C-~~2~,gH~~NTsl~gARD Ki~:EIN III I I Do 12" I 14'-1O}-2" 1,(,-8}-2" 6'-6}-2" I "1_ = = =1 1 I -' -i ~~~~c~ \J ~II _ i3 ~ 5 '0-0 '\jl U-R~5~~~ ~ -~-~~~ ~ 0 ~ SEE FINISH SCHEDULE I ~ I : I ~ ~ (i5\ I " ----I I" I f11\~ I n I I [ill] ~ «' 0 § ~ ~ ~ a ~d r I-- - -~ ~~S2J.T~,,~?~W g ~NF~ M;N~ ~~~,~D~~~CN~~G ';"/--CG §J---/'l-_ cL-_ .~ ~ \ ) ~ I M/ 1 FL I : II / ~.II... I . ."".' I, (12~ ~1CLl I ~ ~ ...I~ H! ~~~ ~ "'j, ~ - -_,..r::====~ : II 0 ' 1--------=--,""""=-F J \ _ . 1/ I II \c I D F--+ '--<; ~l/ / ~ I SIM~ \---~ ~...I; ~~: ~~£] -IoSl L-u.t0-~ 1'~ ~<'''' PR:TER g-G::® I ~,:>~,fcPl rG ~ /IElI 0/~;~nU!I~:!~~==iml-~;1=FI~~~~~~ ~ ~ il~~~;t~ 11'-7}-2"U ,,;612~' 5'-9" £!2" 7'-2" ~2'-8Y , ~ ~~ 0-", :' ~-'~l'~;'1-!-:-~--':;';''',.,~"T. ~ J.C. _3Yfj~.J. h '" \ ~~~~ L-,A-----'------/ o,~~ t!~~~H~ ~ ~~ I ORDER £I'l ---T '1 ~ )-__ ,J.O'-O" ___ 2'-5" 4-012 ,;"1-,1J:-:·.~', ";','. ',":a";,.'I: _~ 114 _/1 !VE[SIT~~UIL~ "~8 /6'\. @_ 3.'::~~~6~5 ;~,I __ ,~~:-,~. ~II(;;\)-H-[I@ ~ l: <D ~ ~ I ~ In flt ~ ~ ,~ .LI~'~ '.'.',,' .,".;~,··;/.:.'.;,~;:~,I" \,\ IP II \ I J /. ~fL _\f5 ________ ~ i~UH~~ .,' ."': " ;' '.: J ",---. ."i ~ Jrh-~ \" .Ii 'iV ! UJ~I 1.Q2 __ \_ --" ~ il ,-1-1 . , ~ , ~ ~c. ___ .L.i -Ilt~~~g~~~~~t_=_f_---------i -= ~ ~ ~~ 1 ~ H r1l"l /6' I (,5~ ~ /' . ~I[;,-L,. DRYWALL OPNG. (,7 \. ~;;g I~ 16 (7 \.. II !~. (~~-I--GUARDRAIL -SEE fr"'~¥ 3~~ ~ FILLED STL. PIPE BOL~RD /i I J ./ I )1/ '" i J ;'--18" x 18" '" ~ ~ '--\@/ " \~r{iA\ 02 ·~~~~:np ~ ~~J I ~ \A5.0/, LINE OF TRELLIS \ 8t,-7 ~~J Dill' 'I· AT 6" A.F.F. ~y to> -' ~ A4.1 '-7 II i. ~5.y ;~~.2FOR ~~~C~ITE g §I~~~.~~~ 7 '---J \ '--rf" ABOVE _ j ------31M'" ~J ~5/4" PROVIDE MOP HOLDER & ----I i I I r '" LOCATION AND LENGTH ..., "'i3 c'~ ~ " g-.g - - - - - - - - - - - -r---,":::0" - -,-4'(j R.Q t;Y::4" -I-- - - - - - - - - - -~-- --~ - - - - - - - - - - - - - - - - - - - - - - - - - -5"-0"--=-r-S~~O'~Rc5~ ~1!1 }~ , " 6~~~~G~~r~T6~~6~. FOR CLEANING I' ' ~:E g ~ ~ a!~ SEE SITE DETAILS 9 -]" .l1'_=,," 1. 31'-0" (SEE "ELEv""u,, FOR COLOR THIS AREA) 11'-:c4," t-1 -6 16'-2" 7'-8 .R.Q. JXr-7"1 6'-9" 14'-0" R.O. 8~ '~€~ g~-6 ~g COLOR HP-H1 COlOR HP-H2 64'-9" COLOR HP H2 °1 I 24'-5" "1, 21'-8" ~ ~ ~ ~g~: ill-E ~ >--rn z o ~ 0:: U Vl W o (-1 ,--'---,-------------64'-274." -.-.-. - ------, ~ 'f -., '-, -24'-7;:-"---'------------~--::i'~'=R~---------;L;r::;-U~-U;V, .. :-c"c----~ Ii! '''=' I' ~i2 g5~-5 ~ ~lif=fPA~RT~I~A~L~F~L~O~O~R'4P:!::L~A~N===~,~=~-=-=-=-======= ---------------'-'-----------'-. -'-------------,[''-------"-, ---, --LLY ~6~" '-'--------'--'---,--,---j-O'---,-w--.--.---r_..--f ~ 1-___ ~(_SE_;_. ·_PA_R_T_'A_L_ 1 !_LA_' ~_I_/_A1_1._1 _F_~_R_C_O_N_T_'N_UA_T_'O_N_O_F_F_LO_O_R_P_LA_N_) -------r-----------------------'~---_ -'~_-:,---------------------------:-------------------__ -_-_-_-_-_-_-_-:_-_-_-_-:_-_-:_-_-_-_-_-_-'_1-'-1_2~'--_-=-2_'-'_-'-F_W"'I-"N-";~""~i:-'-H"'.I_T_0_F~'N~I_S-H~_~ __ -·_B_B_=--_~~_· ~ ______ T _______ ~_'~~~~~~_·_'~_~_'_8ID--0-~-·~-· ~_'_-_~_' _-_' _-~_~._ -__ .. -----------110« ~ ~ ~ ~ & ~ ~ ~ ~ en o LV LJ ~~GO o .1 o~O:::: ON'O f------if--c=i--EXTEND STUD & BACKUP ON OORDINATE CAP ELEMENT WITH KEY NOTES EG N ENERAL NOTES t;) --, 0 Ul :'" ~ SIMPSON ·1 !h--T ONE SIDE TO UNDERSIDE OF J[--------6ECOR VENDOR. SYM B 0 L LED G u o STRONG-TIE / J II-->f\ ~ROOF FOR DRAFTSTOP WHERE I· -~ i,:l ALUMINIUM CANOPY SYSTEM ABOVE -SEE ~ 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE ~ ~n;;::oc ~ V I ~ SHOWN ON PLAN BY - -I. "--------WOOD BLOCKING ~ 4/A5.0 FOR NOTES -SEE .ROOF PLAN FOR ~-PARTITION TYPE TAG SEE 2/A1.0 LINES AND EXTERIOR FACE OF FINISH UNLESS 0. / ,:> STRUCTURAL MEMBER OR STUD DIMENSIONS _ _ DRAFT STOPPING _ SEE 2/A1.0 OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO I J: CONT. TOP PLATE -.,f--, SPANNING BOTTOM CHORD @ FACE OF FINISH. 0 "' >- -6 4'-0" O.C.-V' -. ~~1/2" THK. GYP. BOARD EACH SIDE g G.C. TO PROVIDE 4"x4"x5'-0" HIGH STAINLESS CD DOOR TAG _ SEE DOOR 2. SEE 4/A5.0 FOR EXTERIOR WALL ASSEMBLY TYPES. 0 iE ~ '" LATERAL A-~ ,Y ~ -1'"-1---'::::::::::-OF 2x4 WOOD STUDS AT 16" O.C. U STEEL CORNER GUARDS AT ALL EXPOSED SCHEDULE ON A6.G SEE 2/A1.0 FOR INTERIOR PARTITION TYPES. 0 "' .c:s. o BRACING TO "> I /"-CONT. 2X FIRESTOPPING AT EXTENT P ~' SEE INTERIOR DECOR DRAWINGS FOR LOCATIONS IN KITCHEN/SUPPORT AREA. INTERIOR PARTITIONS ARE TYPE 'A' UNLESS NOTED ~ ~ is ~ STRUCT. ,/" OF BACKUP (TYP) z FINISHES CORNER GUARDS TO START AT FINISH FLOOR. 10 KEY NOTE OTHERWISE. Cl 0 w i3 Q ABOVE @ - -,/" 0 ATTACH WITH WOOD SCREWS INTO WOOD LJ S !'i x, 4-0" O.C. co ~ _ v/" >= BLOCKING BULLNOSE COVE BASE WHERE TILE L. ________________ -I 3 . SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES ~ 25 0 IUl ~ -"'-t;; MEETS STAINLESS STEEL CORNER _ "' Q 1/2" GYP BD, 1== ,o:~ ==I WOOD STUD PARTITION TYPE: Ci: r-;:;;l OPTIONAL BULK OIL FILL BOX (EQPM 4. SEE SHEET A6.0 FOR DOOR AND ROOM FINISH ..J:> ~ ~ ? 1/2" CEMENT R SCCLGHcADSUI ED ' ,@Ic;;lCONCRETEEQMTPAD-SEE STRUCTURAL ~ SCHEDULE ITEM 700.18) CONFIRM USE WITH SCHEDULES ::Jm ~ is "'0 > c ALL PARTITIONS TYPE A UNLESS LJ 80 ~ 3: BOARD OR ')--< -MCDONALD'S PROJECT MANAGER 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. Cl. ~,,", c-I PLYWOOD BACKUP--~L4-<-NOTED OTHERWISE <D 0 ~ ~;; ~ i75 it EACH SIDE AS -~ ~~ I -BASE AS SCHEDULED CERAMIC WALL TILE@CUSTOMERSERVICEANDic;lFLFLOORLINE-CHANGEINMATERIAL 6. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL CL CL "';:; [j iii '5 :;; INDICATED ON "A" = 2x4 ' BOTTOM OF GYP. BOARD. 1/2" I(;l KITCHEN SERVING AREAS -TO BE COORDINATED L'.'::J -SEE DECOR DRAWINGS SIGNS AT LOCATIONS AND POSITIONS INDICATED IN 2:§ L5 'J 8:: w ~ ~ ~ FINISH SCHED -K r "Al"= 2x4 W/BATT INS. I L"'J W/FINAL DINING DECOR SCHEME & McDONALD'S PACKAGE OR AS REQUIRED BY LOCAL CODES. ~ iii 25 !i' Z / "B" = 2x6 ABOVE SLAB AREA CONSTRUCTION MANAGER M HIGH IMPACT FLOORING -G.C. TO SIGNAGE PACKAGE SUPPLIED BY: FORREST Z CL => t;) ~ o BOTTOM 6" -~ , ..------"Bl"= 2x6 W/BATT INS. 1 ...___-FLOOR FINISH AS SCHEDULED ~ COORDINATE ACTUAL LOCATION AND EXTENT PERMA-SIGN:I-800-214-8765 i't: ~ §1 ~ t3 [" ;;: ~ ~6 ~~CKUP '-, r >-"c" = 2x8 ,/ ~ WITH TOY PLACEMENT 9292 1 ST ST., BOX 588 www.forrestpermasigns.com(f)LDz!i::O §I-"'_"~ f--Zln~ CEMENT K>-FLOOR AS "Cl "= 2x8 W/BATT INS. .1, ~--'NOTE: SEE DECOR DRAWINGS FOR los I DROPPED SOFFIT ABOVE -SEE REFLECTED " NEW ROCHELLE, NY 10802 I f ilj Ii'!= Wo ~ i>-:?< " .' ~ Q'L LEVEL LANDING@EXT.DOORW/MAX. 2% ~ r---~ ~ BOARD -.? SCHEDULED "DI" = SEE DTL 3/A1.0 >f' "",, HEIGI-H, FINISHES AND ANY CEILING PLAN L':':J RUNNING/CROSS SLOPE AWAY FROM BUILDING 7. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER ~ 00 0' is is 0 Q :; MIN. 1/2" I--';'0" I, =t -" c "'1 ADDITIONAL INFORMATION ON THESE 5'x5' LOCAL CODE. SIGN FURNISHED AND INSTALLED BY (\\0 "J 0 III ~ ~ ~ Ii ~ J, ;; ABOVE SLAB .r:-:-' '0 ." STUD SPACING: 16" O.C. WALLS' '----SIZE OF LANDING GENERAL CONTRACTOR. o}i RIO . := N -q-0 co '" 6' f " , ~ I DW I ~C;grM~:TLLWI~H V6~'gR E~~~~SSIZE AND ~ ROOF ACCESS LADDER W/HATCH ABOVE SEE 8. ALL HANDSINK LOCATIONS SHALL HAVE C,M~Ni(\g O\~\S\or:t---0-4-6-'---0-1 0-6-.0-0-.0-'---' ~ @2INTERI.ORPARTITION3PARTIALHT.PARTITION DETAIL ~i:i~I,~~~L FRAMING PLAN FOR LOCATING BOARD BACKING 48" IN HEIGHT AU. . Wil ~ A 1 0 w -. r-;:;;l 9. COORDINATE ALL REOUIRED BLOCKING FOR wAlLI>jI\ '),1 8 • 7-A1.0 3/4"=1'-0" A1.0 !\J.T.S. ~ C02 FILL BOX (EQUIPMENT SCHEDULE ITEM 49.00) r-:;' TRELLIS SYSTEM ABOVE SEE 4/A5.0 FOR HUNG EQUIPMENT, SHELVES, ETC, FOR PROPER ~lrQI FLOOR PLAN ~L ______________________________________________________ ~ ____________________________________________________ ~ _________________________________________________________ C_O_2 ___________________________________ ~I 'LIT INO~T~E~S~S~E~E~R~O~OIF~P~~~N~F~O~R~D~lillME~NbS~IO~N:S __ -J __ ~IN~S~T~AL~L~AT~IO~N~H~EI~G~HT~S~· ____________ fh~"~=~~~. ~n~~.nM'~~~\~~ ____________ ~ \WI£;, \61 u;, U " z ~ w "' o ~ CD ------------------- en o -o N I -o I CD o o 3: o z :'S CL I .:> o I o o I x x X x I X X x /' 3: 3: I D-o. C'- CD '" '" /' o CL « o z ;-s UJ ,---------EXTERIOR WALL ASSEMBLY I SEE ASSEMBLY NOTES ON SHEET A5.0 ,------2x8 EXTERIOR WALL ASSEMBLY IA SEE ASSEMBLY NOTES ON SHEET A5.0 cp ~----EXT. WALL ASSEMBLY I SEE ASSEMBLY NOTES ON SHT. A5.0 ,-----TUBE STEEL COLUMN - SEE STRUCTURAL . -ALUM. CAP OVER SILL / /~. EXTERIOR WINDOW ASSEMBLY 1 SEE ASSEMBLY NOTES ON cCc c ' ' c £CC"'~ '''' i / / c~m "cO , I , \ \! I [, SEE ASSEM. NOTES ON SHT. N ' 'I l,;~ \. \ . A5.0 ;::-lA. ,Il:l-----1-- '~"'---SHIM AND SEALANT en,(~ rf X~""-=-Z' oI'''.cc-;c'Z_.z.J~l2=:~::f/6-61!--=4,~",,-.-.~~-~-,;,;Q': BATT INSULATION " CORIAN SILL BELOW .... ALUM. CAP OVER SILL C::' ~ 1/2" GYPSUM BD., FINISH (4\ WINDOW JAMB DETAIL Y CORIAN SILL WITH RADIUS CORNERS '~,r" ':, . ANOD. ALUM. WINDOW FRAME ::: W/l/4" TEMP. GLAZING I i CENTERED ON STUD WALL 1'1 ~ __ -SHIM AND SEALANT i 1,1./' ___ I ~ 1 _________ I 'rl",,"i---j j.- 'iii pt. "'. ~",-f-'",I ~'--;;q/ '" ~--- 1 I 1 I , I - G.. OF WINDOW AND WALL ASSEMBLY SEE FLOOR PLAN FOR PARTITION TYPE JAMB DETAIL @ INTERIOR WALL 1. GRID SYSTEM TO BE HEAVY DUTY T -BAR. 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSlflG ANGLE. THE OTHER END SHALL HAVE A 0.75" CLEARANCE FROM THE WALL. 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING _....LI±L.._hj'----.lL.-_ W/ J BEAD @ STOREFRONT f3\ DETAIL @ PLAYPLACE COLUMN AU 1" /2"=1 '0" EXTERIOR WALL ASSEMBLY-- 1 ~ -REFER TO THE G BUILDING ELEVS., WALL TUBE STEEL COLUMN""", SECT., AND ASSEMBLY I SEE STRUCTURAL \ __ I NO~ON S~EET A5.0" 2x WOOD BLOCKING ~, 32" 41" I U . \ 4 2 _~><_ "" CORIAN ~S:-::IL:-::L==\~r~~t;_~~:::o;t'~~_~jIX~~~~~X~' \~><~_~_~'" • )1.;....1..... ..' " '" " BACKER ROD w/ ~~ i ~--EXTERIOR WA:~ ASSEMBLY 1 ~' -REFER TO ASSEMBLY NOTES ON ~"_ SHEET A5.0 --EXTERIOR WINDOW SYSTEM SEE 4/A5.0 JAMB DETAIL @ COL./CORNER ! '--I " , , EXT. WALL ASSEMBLY 2 ----~ -REFER TO THE BUILDING ELEVATIONS, WALL SECTIONS & ASSEMBLY NOTES SEE STRUCTURAL FOR STUD --~ FRAMING AND WALL ATTACHMENT ".~ ~~~~~~~~A~R~~+~~ ~~6~K~X@:, ----~~t'. X--·· ~. COLOR AND FINISH TO MATCH "- WINDOW FINISH ( CONT. SEALANT ON EACH ( . ><-_ SIDE ALUM. CAP OVER SILL ~ \ , ' , U1 I EXTERIOR WINDOW ASSEMBLY --,~~ ~ SEE NOTES ON SHT. A5.0 i"" ...... ><::.:_ -'k SHIM & CONT. SEALANT -------t'------'--l'l -I N 7 U .••. I;I .. (,j 1/2" GYP. BO. FINISH W/ MTL. _~f~:=:~=f·b"'"""2"""'.2 .. 2,Y; .... ;t •. "". i:.2 .. S."""_ -"-----"- EDGE BEAD AT CORNERS AND "J" BEAD @ WINDOW FRAME ,/ 2 A 1.1 WINDOW JAMB DETAIL @ ARCADE 1 1/2"=1 '-0" ,---CaRlAN SILL ~-EDGE OF GYP. BOARD FINISH BELOW ~-BUILT UP WOOD FILLERS WITH BREAKMETAL COVER TO MATCH WINDOW. SIMILAR @ JAMBS WITH STEEL COLUMNS. ~ ____ ---.L_,'--c,L-___ ---j ~ EXTERIOR WINDOW ASSEMBLY - - - - ---..£ 7-. - -~/ SEE ASSEMBLY NOTES ON ... '. I ... .. SHEET A5.0 ~~n I)\XX .. [1 ... - x o I 4 1/2" " " " " ~ ALUM. CAP OVER SILL BELOW WINDOW JAMB DETAIL 'i' ,." ,,",.--','-, ----IOd NAIL (FOR WOOD) OR #10 SCREW (FOR METAL) 6' -0" MAX' 12' -0" --~I~~~---/------~~~~-~---~ 6'-0" M X I , ----. -------, r--" , 1 / ROOF FRAMING MEMBER OR SECONDARY FRAMING MEMBER AS REQ'D. '. 4-12 GA. WIRES 90' '~~~~ ___ ;~;L~i~Hp~:HEE:F LC;= I . __ SUSP. ACOUSTICAL \ \\ TILE \ .;J,. ~ MAIN T -BAR RUNNER \ \~3/4" CLEAR MIN. SEE NOTE ABOVE. \ L2" X 2" ANGLE MOLDING-ARMSTRONG \ OR EQUAL TO BE FASTENED WITH 14D WOOD SCREWS @ 16" O.C. \ \ USE ARMSTRONG BERe 2 CLIPS AS ALT. \ \, 2X BLOCKING AT CEILING L TYPICAL INTERIOR PARTITION WALL )k---·-: r------''''''E-----""* )~----~eo.e---'j." -)~. 4'-0" -x I ,/ o 1----+--->1.,---+------+------+------1---1 GJ ~, , I' '.' /' 1<::>' ,L- ,<y /1' , X I X ,<y ~L-----4---. ------I------ct-7'-9" 7'-8" R.O. -. ------------ SEE A 1.0 I 14' -0" R.O. 21 '-8" 20' -014" ._------- ...J « ::l a w - I z o >;i o z o ::l ...J '" 0 « ill " .. ,:L1.. ~ ~ '-'-' o 0 I 10 w I Q) t")f-- 0) "'z N 0 , ~ I >;i o Z ::l 2 -0 PARTIAL FLOOR ':l _. .. -, PLAN \S REGISTERED ARCHITECT \ PHILLIP L. PRYOR ~TE OF WASHINGTON .. --. --_._-+---+---_.. -------~ 1/~"=1'-O" (SEE PARTIAL PLAN 1/AI.0 FOR CONTINUATION OF FLOOR PLAN) 00 F :0 ~--------------------------------------~----------------------------------r_--------------------------------------~~ ~ KEY NOTES SYMBOL LEGEND G)-----PARTITION TYPE TAG SEE 2/A 1.0 _ _ DRAFT STOPPING -SEE 2/Al.0 .--:~- o GENERAL NOTES " o o o I on z G: '" o '" w e-x w o ~ m >-rn z o r CL CL U Ul w o w ~ o z ;? z w '" 1,-, /1.: I ICj i'= I 1 ?7; l"~' LE ti, : L3 /tf~: I BM I -- ----. \ \ : 11 1(,; ~ 1('" I \ 1\ El\ I : ~ 10: I . , ± ---- -- I---- \ 1 \ \ 1 , T /ROOF CAP ELEMENT ELEV. + 23' -4" ~ T/BLK'G @ HEARTH ELEV. + 21'-4" ~ HEARTH REVEAL ELEV. + 18' -3" ,Irr. T/BLK'G @ VESTIBULE 'lIIIf/ ELEV. + 15'-7" T/WINDOW ~ & ARCADE REVEAL ELEV. + g' -4" ACCESSIBILITY SIGNAGE SEE GEN NOTE #6 ON A1,0 ~ T/SLAB ELEV, + 0' -0" / ... J .~. ~ TOWER 4 3.9 9 I 2 1~':Ls .... -~ @J-1:>;b1~' El-'~Ul31"'" ...... -.. 1 ,,~ ~--Lfll I -• -f -• .. >-. Hl ---I';Cr~.f 6 \. :: I -~. ' ..... -.. .. -. '-.-1~ -. "~' -,-.. -.. -' ... '~. ';~ ': I Z{; 17 V' \~ ~,_ \ \ \ \ \ \ \ ~EQ'UAL" " ~E,OUAyiS Ii), -f-. \ \ '=' -j-i £i -:.t-;;:Ui , ' .. " .. ~ 1\ ~ I 8.:· 8--~~ ,Wl Wl a :J-: I----h -:.1-: ' -J. c-:J : Hl'. . ._. _' ! / :-~ .. . x::" !' '-' T/BARREL VAULT ROOF $ ELEV. + 21 '-11" T/BLK'G @ ARCADE fi ELEV. + 15'-7" \.jill' T /WINDOW & B/CANOPY dII\ ELEV. + 9'-4" "-I" T/SILL ELEV, + 2'-0" T/SLAB + 0'-0" ~T i == ~=_llUEln! L[======~ =,!"'J ~==~ ~=====~ __ "," i ===1 '== ~_=! i ~[i-/ ~~~~~~ciE:;;: BUILDING ADDRESS ~1 6"H, CHARACTERS ( 1 \ FRONT ELEVATION I AND 3/4" STROKE \('\2.0 1/4" = 1'-0" : S ~I ~ Hl \ MF 3 [LJ\ ~\ ~'" Ice \. \ 1 ~\lf@~';'I~ ,.--. ' 1 \ ~ ~ ~.~ --------------------==========-~\ \'--.-~-. --------------~ ~\-~--------~,-------~ , I 'I I T /BLK'G @ PARAPET lI1I~ I~-X"£""." ELEV. + 18'-9 . .1 12". '-.r' Iti~. T /BLOCKING illJl'\ rS!~: !1~;' 1':1j ELEV, + 15' 7" '--II" Ie I;~;t, /~ / / '6 ' < -It~ / Jr ,l " I~~ . l-~ S' / 1,-' 1+---+1--;:. /'1/ ~~ji;~ T/SILL dII\ LL-_ \"\-m,' ELEV. + 2' 0" ~ , I 1 .1 / :----.., ,. ft---\-\;." / /' IJ T/SLAB$ j t w;:~ ~~~i ~~==l~'?~~~~~ ~\ -/ ---'l0"---------------------+----~/+---------------__I / / ~ IWI ~ r;;l j/ ~& s-I §-i 6-/ ~ I ML' L ~I cO I L':"J ~ 2 Hl H1 I BEYOND I I \~ -/ -I ~ \ ~ _ I . V I I FO~L~~~T~NO'_o~EE LS I HP L ~ ~ ~ It ~ HP I: ~ STRUCTURAL DRAWINGS i =l[============~========~===~================ ===================[L== II===='~==Il I Hl C02 BO Hl' ~ FOR FOOTING ELEVATIONS = =::-: = = = = = i :-:1--i - - -= = = = = = = = -= = = = = = = == = = = = = = = == = = = = = = = = = = = = = == = = == = = = = = = =l = AND DETAILS r'-ACCESSIBILITY SIGNAGE SEE --~ LE 3 :g GEN NOTE #6 ON A 1,0 ... ./ If) '" z o -' :::J OJ o '" ./ '" -' W cr eL ./ o cr « o z f'" If) ./ o e- If) ./ Y' KEY NOTES: BREAK METAL COLOR ~ CITYSCAPE BY METAL-ERA ~ ALUMINUM CANOPY SYSTEM (COLOR; YELLOW) X -COLOR, 1 ~ YELLOW 2 ~ CITYSCAPE ALUMINUM CANOPY TIE-BACK SYSTEM CORRUGATED METAL PANEL -SEE lBjA5,0 COLOR ~ CITYSCAPE BY METAL-ERA El HOLLOW METAL DOOR -PAINT TO MATCH COLOR OF SURROUNDING MATERIAL (BENJAMIN MOORE EARTHLY RUSSET 2173-10) C02 '--C02~ BULK C02 FILL BOX (EQPM SCHEDULE ITEM 49.00) BO~ BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700,18) - CONFIRM USE WITH MCD PROJECT MANAGER ~ SMOOTH HARDI BOARD PLANK H1 "--COLOR. H1 ~ 'TAOS TAUPE' BM-2111-40 OR EQUAL H2 ~ 'AMAZON SOIL' BM-2115-30 OR EQUAL , BUILDING ADDRESS 6"H.-----~ CHARACTERS AND 3/4" STROKE [LJ LIGHT FIXTURE (WALL SCONCE) -SEE ELECTRICAL r:::::l METAL FASCIA -COLOR TO MATCH CORRUGATED L':'FJ METAL PANEL -SEE 1/A5.0 ~ ACCENT LIGHTING -SEE ELECTRICAL L 1 -LED LIGHT: L1 ~ UP jDOWN FIXTURE L2 ~ DOWN ONLY FIXTURE L3 = INTEGRAL CANOPY FIXTURE BUCKS COUNTY CULTURED LEDGESTONE -BY OWENS CORNING CSV-368183 -MORTAR COLOR TO MATCH METAL LOUVER PANEL 1 -TYPE: 1 ~ PRE-FAB ANCHOR-TlTE FASCIA 2 ~ PRE-FAB CUSTOM ARCADE FASCIA 3 ~ PRE-FAB MASONRY CAP FASCIA METAL LETTERING -BY OTHERS METAL ROOF -STANDING SEAM'll/ALUMINUM FINISH FASCIA TRIM, COLOR TO BE ''yELLOW - PANTONE COLOR #109U" PIPE BOLLARD -PAINTED YELLOW 8 (RMHC) COIN COLLECTOR ~ ROOF CAP ELEMENT BY OTHERS IRGl CONTINUOUS RAIN GUTTERS AT BARREL VAULT ROOF I""J COLOR TO MATCH ROOF ROOF DRAIN OVERFLOW W/BRASS FINISH SHEEP'S TONGUE TO DAYLIGHT 6" A,F,F, McDONALD'S SIGNAGE BY OTHERS -UNDER SEPARATE PERMIT. ALUMINUM TRELLIS SYSTEM 2 NON-DRIVE-THRU ELEVATION 1/L " = 1'-0" TRELLIS TIE -BACK SYSTEM ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM -REFER TO SIM. DETAIL 3 ON SHEET A5,1 r;;l AZURIA 500 (3) 1" INSULATED LOW 'E' EXTERIOR / CLEARilNTERIOR L"'J GLAZING IN CLEAR ANODIZED ALUMINUM FRAME -SEE E(TERIOR T -WINDOW ASSEMBLY -SEE ASSEMBLY NOTES ON SHEET A5.0 T ~ TEMPERED GLASS I I r;;;:;l DRIVE -THRU WINDOW OY READY ACCESS -CONFIRM MODE" ~ OPTIONS, AND SIZE WI rH MCD AREA CONSTRUCTION MANAG8R XX OPTIONS INCLUDE, TRANSOM (SHOWN); AIR CURTAIN; FLYFA~/TRANSOM l & 432 SQ IN MAX SErNiCE OPENING (WHERE REQD BY COPE) SLIDE DIRECTION. RL ~ RIGHT TO LEFT ' Lf, ~ LEFT TO RIGHT . \ \') 9769 , REGISTERED ARCHITECT \ PHILLIP L. PRYOR ~TE OF WASHINGTON (I) ~I I-- (I) LLI i£a:: o z "" W I (,') I <J) Z G: '" o 0: W B o 0: d ill :r: <J) Z G: 046-0106.00,0 A2.0 ELEVATIONS >-III z o e- eL CL U (f) W o w I;;: o z ::.' z W 0: o ~ m <Xl o o <'oJ I en o I <Xl o (') 3: o ~ ..J W I 5-en + en + 3: 3: I ['-. co L~ .,. /' 3: 3: I ['-. co en '" /' If) (') z o ..J ::;J m _. -' -~\ 11' -4" HP-H2 r ---EQUAL CM ?-\ qc SIGN EQUAL s I~ I 8-\ I, 1 B/CANOPY B/TRELLIS ELEV + 9'-4-" 11' -4" .. -----,r HP-H2 .'. "";E £~I' ~ ........ J! BEYOND ...... //,I*~: L~ 'i'i B ~ 2 ~. , . ...t:::L..£ .EQUAL=1=;: ...£ S -----_ .. \...A2.1 ~I I ' E MR ! , I 'I , " DRIVE THRU ELEVATION MF 3 1/4" = 1'-0" & \ .... \ . I 11\ BJ . I I • I I .-." -" '," ........, ,', .. . ci.·';, , s ;.i:}j';;'· ';Jr.':r~ L ;L. . '~ o I K·.····:·',.@] " (::: .-,< J ~ ; F ~f-t,------I .~ ~ I BEYOND ----§] REAR ELEVATION , /4" 1'-0" ELEV. + 21' 4" '-II" r/PARAPET ELEV .•. +18.' ,.9 1/2" T/BLOCKING ELEV. + 15' 7" T/TRELLIS ELEV. + 11' 4" T/WINDOW ELEV. + 8' 3 1/2" T /SILL ELEV. + 6' 3 1/2" o ~ __________________________________________________________________________________________________________ --------------------------------------------------------------------------------________________________________________________________________ ~ DC -< o z ~ If) o N /' :2 :J w DC [L /' o DC [§ z f" (f) /' o I- UJ /' KEY NOTES: BREAK METAL COLOR ~ CITYSCAPE BY METAL-ERA ALUMINUM CANOPY SYSTEM (COLOR, YELLOW) X -COLOR: 1 ~ YELLOW 2 ~ CITYSCAPE ALUMINUM CANOPY TIE-BACK SYSTEM CORRUGATED METAL PANEL -SEE 1 B/A5.0 COLOR ~ CITYSCAPE BY METAL-ERA §J HOLLOW METAL DOOR -PAINT TO MATCH COLOR OF SURROUNDING MATERIAL (BENJAMIN MOORE EARTHLY RUSSET 2173-10) C02 '-C02~ BULK C02 FILL BOX (EQPM SCHEDULE ITEM 49.00) H1 BO~ BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) - CONFIRM USE WITH MCO PROJECT MANAGER SMOOTH HARDI BOARD PLANK '-COLOR, H 1 ~ HZ ~ 'TAOS TAUPE' BM-2111-40 OR EQUAL 'AMAZON SOIL' BM-2115-30 OR EQUAL LIGHT FIXTURE (WALL SCONCE) -SEE ELECTRICAL ACCENT LIGHTING -SEE ELECTRICAL L 1 -LED LIGHT: L1 ~ UP/DOWN FIXTURE L2 ~ DOWN ON L Y FIXTURE L.3 = INTEGRAL CANOPY FIXTURE BUCKS COUNTY CULTURED LEOGESTONE -BY OWENS CORNING CSV-36818.3 -MORTAR COLOR TO MATCH METAL LOUVER PANEL r-;;;::l METAL FASCIA -COLOR TO MATCH CORRUGATED ~ METAL PANEL -SEE 1/A5.0 1 -TYPE, 1 ~ PRE -FAB ANCHOR-TlTE FASCIA 2 ~ PRE-FAB CUSTOM ARCADE FASCIA 3 ~ PRE-FAB MASONRY CAP FASCIA METAL LETrERING -BY OTHERS METAL ROOF -STANDING SEAM IV/ALUMINUM FINISH FASCIA TRIM. COLOR TO BE ''yELLOW - PANTONE COLOR #109U" PIPE BOLLARD -PAINTED YELLOW (RMHC) COIN COLLECTOR ROOF CAP ELEMENT BY OTHERS CONTINUOUS RAIN GUTrERS AT BARREL VAULT ROOF COLOR TO MATCH ROOF r;;l ROOF DRAIN OVERFLOW W/BRASS FINISH SHEEP'S TONGUE o TO DAYLIGHT 6" A.F.F. McDONALD'S SIGNAGE BY OTHERS -UNDER SEPARATE PERMIT. ALUMINUM TRELLIS SYSTEM TRELLIS TIE-BACK SYSTEM ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM -REFER TO SIM. DETAIL 3 ON SHEET A5.1 r;;l AZURIA 500 (3) 1" INSULATED LOW 'E' EXTERIOR / CLEAR INTERIOR L""J GLAZING IN CLEAR ANODIZED ALUMINUM FRAME -SEE EXTERIOR T -WINDOW ASSEMBLY -SEE ASSEMBLY NOTES ON SHEET A5.0 T = TEMPERED GLASS r:::l DRIVE -THRU WINDOW BY READY ACCESS -CONFIRM MODEL. ~ OPTIONS, AND SIZE WITH MCD AREA CONSTRUCTION MANAGE:R XX OPTIONS INCLUDE: TRANSOM (SHOWN); AIR CURTAIN; FLYFNI/TRANSOM l & 432 SO IN MAX SERVICE OPENING (WHERE REQO BY CODE) SLIDE DIRECTION: RL ~ RIGHT TO LEFT LR ~ LEFT TO RIGHT <i,,. v, '" ~..J U I D _ C o o u 2 o z "" W I (n 046-0106.00.0 A2.1 z o I- D- Oc: U (f) w o w ~ o z f' z w '" ELEVATIONS ~ L-__________________________________________________________________________________________________________________________________________________________________________________________________________________________________ . __________________________________________________ ~ ______________ ~ ._. ---------~---- , ;:, N o N <D N 0> ;: -0 ..J CJ ;;:;1 Cl :::;;; w 7 if) 0'> C .~ '" L Cl ~ Cl u 3-c o ~ c OJ 7 c o ~ 0> S ..c <f) ~ ../' W ,..------------------------------------------------------------------------------------------------------------------, hi =n-,-r--,- PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. lill! iii EXISTING TREE BE REMOVED o I I TREE TO REMAIN, PRESERVE ~iI"-... +----/--AND PROTECT (TYP.) Ii Ii i: .. il :1 Ii II 1i0 o " .. ".;c-,t~fi===:=--~~!~~T!I~ G TREE TO REMAIN, PRESERVE II jj II '1/ ",o\l"'~ I' ~-- AND PROTECT (TYP')---iJt== G .'--1--EXI~iTlNG TREE TO BE REMOVED "NEW' 1/PLA YPLACE ... 865 SF NEW 45-87 (+5) 4,185 SF FFE = 399.0 EXISllNG TREE TO BE REMOVED <» EXISTING TREE TO REMAIN, PRESERVE AND PROTECT (TYP -~ . w :Z w => z ~ en ~ ~ z « GRAPHIC SCALE o '0 ~ • .. I .1,---1 ___ 1 ( IN FEET) 1 inch = 20 ft. ~L~~~\ ~~~;'~S ;A:?J1o :: B~R~~~ ':1':~~DlN THE P~NT UST'!1· · 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. F!' 811 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. rl :111 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. :.: >J 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. . ..Q) !i 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID" ':r:t:iI DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS 1 : .. :il ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATIE. IT SH\~LL BE THE RESPONSIBILITY OF THE • "i CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTIECT ALL UTILITY LINES I~ 'at:! DURING THE CONSTRUCTION PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTlJRES, SITE APPURTIENANCES, ETC. ; .. '. :Ii WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. !~:i; 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIF'I1NG ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT :: ~h MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. ;: ~Ji 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT :LlMITED TO: WA TIERING, SPRA'I1NG," MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. l' . ,. ':'11 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC .. THE ••••• " ;10N~~;ET~RBE~~~L~:cR~~P;~~ ~~~~E~~L S~~R~E~E~C~~~~RII~G ~~~ ~~~~t~:~~C~~MGA iEtSF~~~O (2) WEEKS UNDER A MIST 'j jl~tl_I_I_i_' SYSTEM PRIOR TO INSTALLATION. I 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPmicE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED I'I1TH MATIERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED I'I1TH 1-1!2" ROUND GRAVEL MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY . 18. ALL LAWN AREAS ARE TO RECEIVE 4' OF TOPSOIL. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6' OF TOPSOIL. SEE 02900 SPECIFICATION. 19. REFER TO SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA AUTOMATIC IRRIGATION SYSTEM. 21. INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS (SEE SPECIFICATIONS). 22. A 4"X6" CONCRETE HEADER BOARD (SEE LANDSCAPE & IRRIGATION DETAIL SHEET) SHALL BE l~iSTALLED BETWEEN ALL GRASSED AREAS (SOD OR HYDROSEED) AND LANDSCAPE PLANTING BEDS. ALSO, A CONCRETE HEADERBOARD SHALL BE INSTALLED BETWEEN GRAVELED OR ROCKED AREAS AS SHOWN ON THE PLAN. 23. PARKING LOT PLANTERS SHALL BE BERM ED AT A 5: 1 SLOPE. 24. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. . PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME ~I:~~E~UBRUM 'RED SUNSET'! ~ 'RED SUNSET' MAPLE -It ·······CHAMAECYPARIS NOOTKA TlENSIS 'PENDULA'! ~~ WEEPING ALASKAN CEDAR ~-FRAXINUS OXYCARPA 'RAYWOOD'! ~ 'RAYWOOD' ASH GL_-PRUNUS X HILLIERI 'SPIRE'! # 'SPIRE' CHERRY ~ .. -.-. ··-THUJA OCCIDENTALIS 'SMARAGD'/ .! EMERALD GREEN ARBORVITAE: ;'. ....:' \'""Ir'// .. ,.> -<s;~,············ .... EXISTING CONIFER TREE .' \ , ·--r EXISTING DECIDUOUS TREE ., ,j SHRUBS @l EUONYMUS ALATA 'COMPACTA'! DWARF WINGED EUONYMUS QJI·MAHONIA AQUIFOLIUM 'COMPACTA'! COMPACT OREGON GRAPE e PINUS MUGO MUGHUS!MUGO PINE G PRUNUS LAUROCERASUS 'ono LUYKEN'S'! 'OTTO LUYKEN'S' LAUREL (JJJ-SPIRAEA X BUMALDA 'ANTHONY WATIERER'! 'ANTHONY WATIERER' SPIRAEA ® .. TAXUS X MEDIA 'DENSIFORMIS'! DENSE SPREADING YEW Q-. VIBURNUM DAVIDII/ o DAVID'S VIBURNUM GROUNDCOVER ARCTOSTAPH'I1LOS UVA-URSI/ KINNIKINNICK COBBUESTONE AREAS (DRIVE -THRU): 1. (1/3) THUJA OCClbENTALIS 'DANICA'! 'DANICA' ARBORVITAE 2. (2/3) PHALARIS ARUNDINACEA 'PICTA'! VARIGATED RIBBON GRASS COTONEASTER DAMMERI 'CORAL BEAUTY'! 'CORAL BEAUTY' COTONEASTIER DESCHAMPSIA CAESPITOSA! TUFTED HAIR GRASS FESTUCA OVINA GLAUCA 'ELIJAH BLUE'! 'ELIJAH BLUE' BLUE FESCUE SOD LAWN AREA SIZE/COMMEN'TS I 2" CAL. MATCHEDS~T B&B 10' MIN. HT., BRANCHED @ 5, 'sPECIMEN QUALITY 8' MIN. HT., SPECIMEN QUALITY, B&B , 2" CAL., SPECIMENfQUALlTY:B&fr-.--"~------.---­ BRANCHED @ 5', MATCHED SET I 2" CAL., SPECIMEN~ QUALITY, B&B BRANCHED @ 5', lATCHED SET 6-7' HT., B&B, FlI.LL & BUSHY, MATCHED VARI~TIES i TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVIE AND PROTECT I TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT 5 GAL. CONT., 24', MIN. HEIGHT, FULL & BUSHY. 5 GAL. CONT., 24" MIN. HEIGHT, FULL & BUSHY 18-21" SPREAD, B&B, FULL & BUSHY 18-24" SPRD., B&B, FULL & BUSHY 2 GAL., CONT., 15" MIN. HEIGHT, FULL & BUSHY 5 GAL. CONT., 24" MIN. SPREAD, FULL & BUSHY 5 GAL. CONT., 18' MIN. SPRD., FULL & BUSHY 1 GAL. CONT., PLANT @ 18' O.C. 1. 1 GAL. CONT., PLANT @ 36' O.C. 2. 1 GAL. CONT., PLANT @ 24" O.C. PLANT IN LIKE GROUPINGS WITH SMALLER HEIGHT MATERIAL NEAR THE EDGE OF THE PLANTING BED. 1 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 24" O.C. 5 GAL. CONT., PLANT @ 30" O.C. 1 GAL. CONT., PLANT @ 24" D.C. OBTAIN FROM LOCAL SUPPLIER (±50 MILES) USE FESCUE/RYE!BLUEGRASS BUENOS LANDSCAPE CALCULATIONS: 1. SIGNIFICANT TREE REPLACEMENT TOTAL SIGNIFICANT TREES REMOVED REQUIRED REPLACEMENT TREES (3:1 RATIO) PROVIDED REPLACEMENT TREES 2. PARKING LOT LANDSCAPING TOTAL PARKING STALLS = 5 TREES = 15 TllEES = 18 TREES REQUIRED PARKING LOT LANDSCAPING (15 S.F./STALL) PROVIDED PARKING LOT LANDSCAPING = 39 STALLS = 585 S.F. = 1,225 S.F • Know what's below. Call before you dig. L-1.0 z j a.. w a.. <3 en o z « ..J L-__________________________________________________________________________________________________________ ----------------------------------------------------------------------------------------~