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Plans - CITYOPT CARD . - PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES $ -m REVIEWED FOR CODE COMPLIANCE SITE AREA. OAS ACE () PROVIDE MN/IDE Accessetz Rant To mimic SOMA/K. IE40E5 EX 11)6 L PISSED UTILITIES ARE DOWN D SoEMAT6 011.Y.EXAM ASRW.T PAV216.coNOIEIE#IDDVLK 4 C1RME,1 LAWSGMRI6 AS IEY.f96ARY. LOCATDA SHALL HE DEIDDgED m ALLOW Foe RE INT DOME PARKW6. b STALLS INSTALL PM '1IF4IESETANT CONCRETE cRos2,444JK 9DEnALK9.1 EmaaCx naTAwTMIL Approved: r, PARKINS , I PEt m sa.PT.DWW6 APPA ce acre ATAS TE a�Plp'MyLKIRecuiRewins RIL Q �/� 4. n[mrtvAC7oe SHALL=MONTE HMI ALL UTXITY COPAN= A 'w" _ 611#0.FT.DMM6 NG•7 CTM.L5 GOOPDRMTE CI RAW ABRs YTTH I TO DETERMINE EXACT HINT IP SERVICE ra�CTmL AT Ex DTD OTC: - t 1 - PAdW6 PRDllom, II STALLS R9B7IATON OCCIRs W( p- ) UTILITY.REFER TO THE PJLDVG ELECTRICAL AND PLUMING A _ DRAWINGS FOL UTILITY SERVICE ENTRANCE=ATM S,D .Na le (J AccESSElE REWIRED, 2 STALLS ON II!ROWED) Q Remove memo ASPHALT PAVW6 1 CONORETE CU®IItl 1 s#E%ALKS FOR MTALLAT1N CIRCUITING Permit lh "P r £1 J 91_O D 1 or Par M 5ACCESS AISLES ETeDL6 LUM OF ACC.F96ELE 9TAI L9(EYP.oP M ACcESSIEIE PROVIDED. 2 STA.L9 WAEL NTH RatCEISR O EST ORR MOTH E STALLS AES ACCESS AISLES TT! Z A IEA917�TROM CERIER OF 37RIFI16.ENSILE ALL MOPES AT tEl rA10CR16 STALLS MD 1 TIN=vALK AND CURD ELEVAtIIHS SHALL DC s•ANNE FINISH 0 1 Address: B A nolo 4`.r M C... , 70M16. MYCEV ALCMS AMC,DO ICJT MEMO LW Al ALL pREC710IEr REMADE PMKAI6 LOT AO PAVF]ENT. 4 WALGOAT AS!!C✓•SSARY.PROVIDE APPROPRIATE bRADED NoN-AERIPF TRMeMON M E EIRLDI116 AREA. 9164 9Q PT ADJACENT PARKINS STALLS.PAINT ACCESSIBLE sY0l AT STALLS PER 4i IM RE RE Suite jj, DESTRO ALCESERE PARK**STALL 546116 APE MOUNTED AT EACH STALL MTh COTTON Cl' ♦�� OCGPANCf. A-2(E709TIN6) RE LOPIST 91611 AT 60'MN ABO!ADJACENT PAWNS 941!00!(PIP.CIF Z)PER BY: eXMAIWamerromes Date: "7 , t - )�' o� DETAIL tom.WW1 TEN NAZI ACC11410!!STEN To E LEGATED AT SEAL wTH J� � TYFG Q CQETIdGT1016 V-0 ammo) ',ma'am SIDE AD.VCER TO%•MN ME ACCESS NYE RE404E DOWNS CRD RMP 4 CONCRETE 50EMAL12 4 PROVIDE 489 SLP RETISTAM, CONCRETE WIRE 0Ir8 RAMP AS SHOWN 4 PER DETAIL 1501.SLOPE IN DIRECTION OP TRAVEL TO EE[s MAX NTH 196 MAX CROSS SLOPE PROVIDE 6'-0'MN DEP X M71 RMP MDRI Tor 4 COTTON L/105046 MIH 1 MAX MOPE W ALL DPIECTICKS E 5 RE TOP NO iii BOTCH TRACIRLOT6.VQ MUSH MTH V4 MAX CWNE W LEVEL OR 1/2'NTH Rv8.. y IL GUTTER PAN SLOPE IL ( Ravi:DOST146'JNDEALK 4 LAWSCA'W6 To INTER#4 I4 4 INSTALL SEI CO11Ct1E 4 5IDE4ALK I'ITH A YIP RE96TMR AODM 191911.novae MAX SS SLOPE W DIEOTI0N or ©© .,. \ TRAVEL 4 1'JI MAX CROSS MOPE.PROVIDE W Y LAWIN6 NTH MAX 113%%OPE W ALL OFFICE COPY j .y v 'I • • • • S'(' ca DIRYTa is AT EACH DOOR 1 CA4MAE or DIRECTOR ENURE 14 610 emote aP LEVY v %a./1f- F m Cnp,\t, " cargo _ / Z ?S OR 7141/2351CLD C$CI.IRED ALMON MS S A'OR EA OSP 4451 ia%c�11.OAAT.4 T DETAILS WA Ar AREA6 51400s-`* � 0 ,. :. PARKINS LOT AxAOBR TO PER O. M IECISl64RY TO MAINTAN TYr40AL 6•MAX 0.m 1/27I.MOVE '�cr Iv . 141t PROVIDE APPROPRIATE 6RADED NOIW�BR.PT TRA181IOH TO EASITN6 ASPHALT PMXM6 cry / 3•�' LOT.EXTENT 9101116 A99►w MN FORK FOR Af086BLRY COWLINGS.60 TO VERIFY _ / -.. F�•'f (; . igV•" . Q MTH DEERE[0101110!6 1 COWWAOl PATENT or YORK NTN MCDON4.D'S G0NST LATIO N ry `� 13,6.\\ ® -1- R=2'-0' .- ® we r-oDR PLAN / 00 I cT:_ f ® 1 N�1SITE PLAN KEYNOTES ® '�1A710NOCG1R5Al a I C �; PmarAre POTTED PLANTS TO SELF LouTaN VERIFY WGI1DN NTH h4 - I (TA' iiii)A' L 40O0*4*D9 CQ0411W1ION MA1L4 EZ EBI POTS W NOf Pl3ZYE Kfr LE ti ° `� - .. • �:.T� (�-0) moat CASTING/I6TALL N Nen minx NEU BOARD AB 840111.gig DETAIL Z/D71D ROUTE PBDTH TO LESS 1W48 Sr.mar POffED PILARIS MILE CJ'JVR or NM MIRY G^ MIS.L T DA. OI��y� © t •_- N rope� T LOCATIONS MO IO07Th.LOCATE eg91T6 uTV.JT PRIORTO ESGAVATIN6 •' A ���% HLJ a ® RIEIOVE E3ST1116 OJSTOFBt ORDER DISPLAY 1 MALL N CUSTOMER ORDER C:MIOPY A6 ® PB�IAIILXR OCCIAR9 W RKLAND.WA 4-'4 e• %� ` At • `.v`,,,�':\; psgari PER DETNL 60712.sff DETNL Z/DTa FOR EXACT L OC ATIONS.LOCAATE L-7esas ® RE�ATaN=me W® ? - 'F��.5/.•• UTLtrES PRIOR ro L° dWATW6 FOOTINGS ®TIN l�'E'ROORlLAIR 9• ve6TALL Pa vI54 cu De4EaraR Lawn Ar lar DRDEe PORITS PER wna.(aPT1oNALjb d'�ndr1 �'� N;. ,y E +�\ ' ,.o. • 9 ® rmiDunuN auw W/ f. y AT 17RIVE 71111 BOOTIU PATCH 7 R>PAR cONCIRETE PAD AT ERNE-TW A41ECL6ART'. PAVING SPECIFICATION % x1 b9l£1607111/ZO DTIV Giip ®RaNSXATIUI DGrJ7R5 M® 01ImlR 3'TOTAL COPACTED ASPHALT THICK ESS/ ///:. 4, ` �) � •: ' , ••1,.^,.% ( )TIEIOVE DOSTII8 R R6TALL 184 6AAT6rAY 546t1 PALNCAf1 A9 5405*1 COOTOINATE•T G`�' 'a'_ ;AS QTR Ef1RAMCt.TOR PfR4 l see Pe1.46.Aron...2 root TSNMANANER!WO L� iCSAP65QPO UTIman leen VISEIUTY LITIES _ l • 1=l.•J4 -6' !lac - .R PRIOR TO EXCAVATION. � Nm) EXISTING MCDONALD'S E' .•r,1- P �. a ®�.•Den*1 UMAIL484PIEOROP*EHEW WA4 DFERPETALIZ/DTIJ.VERIFY W 1 .�,��YY� � LOCATION MIN McPON LD5 CONSTALOT1CN WANES 8 DETAIL ZA7Ra. IDG ImrLPS LNmcu REICAVES THE OPT TO AEam A caPACTDr 1' 1=moi RESTAURANT J `�`� R=2'-0' •P-0�) WALL 04448 WM6 6PAIRED 916106E ON TE DRIVE-TW COD.4 EAGI ERNE-1180)DSPECIFICATm,",�WPM /'T `�`IS.�LR"10 E 1 -.....:;....,...i..... G':� 3 164 S F (yawl J 90110E NIOOIR DETAILS VSDI 1 VASA.PrGTIRE IB84 CL1PBOP No MEALS ARE TO IIEAVDE,ec v¢1.t TAAAA® UMW I •�=,�Yi 0.'PROVIDED AT EACH DIEM-71M/EOM Via.) \I A \• �� � �O ®rATICI NO ISM R DIsmN6 LA10Y.APC M KUSSARY To A000MIODATe 0E40Lrt1oN SIGN LEGEND LOT LIGHTING RECOMMENDATION W 7MO IE10a6TRaT1t4L 189 LA4NLT50APM6 ro MNT H D09TRM AD 009111.EIS1E ��� •• M ANTN6S DO NOT INeXT VB9 TO ORPAE THIN SI616. ONSIDE LOT LIGHTS TD 8104DA r�Y VITH M*DOYLD'S CO NTRUCT= oGe V- 0,) d --.-• ^'"" cA� ®DE96NATS 1171 P'ORPIARD PAWNS STALLS 1 546NME POR Mc00lIALDs STANDARDS. O 'MELLOW SNOW S16N(I WO INNAIER IF CLEN4/REIMP OR 1G VOD(DURING Tao PROJECT. Iy N�'`i-f� I P .00,41E OWNS 51616 TO NEI LOGAT1016 580454 PRDTEOT 197011 OMRA66.REIERIPE ECi 4 ,' _ _ 1 �e �%-) kAlit-�I .� . t='" y STALLS To PIE(2)COATS 7RAPFlD Yat.at 0 0701St ORDER CANOPY 0 NEP -G I ""- ( ) REMOVE#4057516 09104.1 PAVING FOR PETAL/AWN or 404 CONCRETE PAD AT �c•II ' VELtit`, O 'tP-1 .--)-,..'` ACCESSIBLE PARKINS STALLS ALCM ARYES 1 GRoStY'ULK COOFOIIMTE NTHQ�C 1 Nta ..e I -r.- aS HDC) . A�d 71 "_.---' ( FOR IEdRRED 9LOPe.ENSURE FILEN TRANSITION TO ADJACENT AGPH0IT. + !� %� J6A� > �: I r��►�PP�� ®NSTA L CONCRETE PFmSTOPS AT LocATIOT6 SOW WE DETAIL OWL O E1 E 2';/ vti ` ,. fir_ �L' ® !PTCI MO RE•Mt DEEMS ASPHALT PAVING FCR PETA/ADM CP PEN 0U61M CTIGN 11111.8]�- ` ll $ I • 1` _-/� .( SEAL GOAT 111 ASRVLT PITH 1E1 ASPHALTIC LAYER STRIPE PMKIN6 STALLS APO % a ..,....`tea !, ) / .om- _ \ sylasas M 910111 MW1s TO BE TRAMW WE(2 co AT51 AT PN%RW6 NO TRAM% ® MOBLE=ex PIMP STALLS SIGN 0 EASTW6) --4111114...m.---_- . -^,J 7 111 �.�,6r� „ �► ( �!'-.0 ri `V YE1.OW(Z COATS)AT 17RIY1r711N.9f£PETAL V5DI,Zf.�W,1 95DI. o Y �'+ ( MOVE DESTRO 6WFDRML FOR INSTALL OF 184 coNSTTR.ICTION REINSTALL PER PARKING INFORMATION 3 _- i ce• ., IL-2•-0• DEIN.10/.31.VERIFY RUSE MN McDO NIPS GR6TLcnON MMv68t INSTALL PSR TY8,• �, ems/v MYDON4D'S str-iMc.ATIU6.FINCH RR EL EVATI,245.E stIE 54• MN PROVIDED TOTAL T V-O-x,6•-6-SPAR/660' y �,• ST/ys �6,e 4', 1�� i \ A''/�> � b. �, sT. ('>r�+--)AAPPRO IMATE LIM ar lar CONCRETE AORK TO D09TIRS CoPCREIE TO 48AIK 1 6 Y-6•x Tb'-d SPAL>:.S 6 90•b 5 a A EC Y• RA .:.? `V ( APPROXIMATE LITE Or CONCETE FAD TD ARNALT 7RA6R10N R. C1215/111 1 OA>, ; 1E, 0 , :. �:e, •�\ ® EASTW6 ROAD SIGN TO REMAIN.PRDTEGT F RoM DA AGE. z C-0'X 1K-0'RILL FORMAN SPAM a 1.q'J is i t-i s tiss �. �' .,\ '.`�•�,�% 1-) ® DOSTRI6 DAEOTIONAL NON To RE4AR.PROTECT.R014 DAAMS. V. \ •q .. 473V-'�, 0` (� DOWNS LOT urea*no R94ARR QI `/`/ :s\ O 4. ' ,6. $ (-N)EJ0STW6 B0L�1m5.PROTIGT PROM 0MME6 PRl7N PEe EJYAIICN. LI NNN ••i1 / .i• () 045158 6.A91ET0R A66E,61.Y TOPE "PROrEcT flro 4 DM4A6E SIZE TYPE LOCATION )� 1:15 1311:11 } `�Eire) •° () ROT O 1148CA7oHBA514410 44K SANITARY SEVER EXISTING EXISTING § C4AV .\ _y A ® SGT I.ECD. $bq�r' 4 ex TRAI6POR1 BRToRE W46PROIECrP%MDAIVfE. ELECTRIC EXISTING Z 1 GAS EXISTING (. 4004E EASTW6 Emma SEATING.E.00K 1W1,EX67RI6.LNOSCAAN6 4 COIC7EIE ., PATIOS 4 awes TO A0001400ATE 184 0Q8TRUOTa1.INSTALL/451 CGIGTETE PATIO 4 0.RBI6 M 911.'412 PATCH 4 REPAIR D05T56 LAIVXAPE A6 WC/WARY.I8TAJ.TER SURVEY INFORMATION ' 0 4 F ".:LN-''�/ Accee I1 SATS 0X8'56 MN Me ACCC98S RCVR Mod 41114 I1mvA7aN4. 5TMEOL OF ACC868IUTY.PROVOS.So'r X M DEP X 21'APF MN 1012 9PALE 490- % i o NDE X 46'DEY MN CLEAR PLOOR 9100E AT EAC4 Az/1.Am F SEAT.MIRE S4'AFF MAX E. n �7 TAME fa6HT.DISPERSE ACCESSIBLE SPATS MR.!J6 VARI004 TMLE TYPES 15189.I6UE LEGEND VALIDITYOF P E A� MAX le%SLOPE W Al DI ECT:Re AT PATIO SEAMS AREA () 48474E DaaTW6 4 co/CORRAL NTH M6UCIAAED OATGH 16A6R1 ACROLT,LAWSCAPIN6, 510ST5N5 CO/CRETE ETE 0.1EINS TO REAIW R FAR COICPER aims T ASH COTE rLRN5 T4RN FAD M NY.L6ARe TO ALCOM410DATE 184 THE ISSUANCE OF A PER PGRR/AVD°1 wmE6 DRAIN AS 011E TRU LAID M 9104'4 RR I ni 4 4/ sBECEICATIONS.SLOPE TO 184 coNCE1E CLRB5RS A ( ) LA109CJlRM ro IRAIT.H AD.LLCER� RPldRI®ISA LOCAL..1R19DIL7aN DRV. EgsTW6 cONs7RU0T0N To BE 17woUsfy BASED ON TS AND UCTION Bits.ENSUE PLNITR6,IL_Nor*AW Ver ar GENE T S1 I DIRECTIONAL / � , g DOCUMENTS AND OTHER "61"SE"4MG'IS184 STRJPINS is • DATA SHALL NOT PREVENT ® NOT MED. DIST*t AG050PPR6 TO R94AW PLAN SCALE, I' = 20' 7 NEI TRAM CORRAL 1 ASSOCIATED CATCH!lACIN AT LOGA7fON SOW 9S 91ST TO POR STREET ADDRESS _j MOTE/I'GRATION PROVfR lar cG1r.RRere STDE'ALK To tRA9H caoRAL M 9HOY'N 12090 SW MAIN ST '' ' ~ THE CODE OFFICIAL FROM COORDINATE "�ATBBR9NT's 'E'1'/O5L"""6 REQUIRING THE CORRECTION �42YE monis � N50STIP16 cONCE E TO REMAIN CITY STATE ° LL ® REMOVE 4 RELOCATE DOSTNS LOT LI6Mr.VERIFY IstACT LCYATAN NTH hhIWI1D5 Ga6TNCTaNMA.A6E.MEPETAJLWWI. TIGARD OREGON OF ERRORS.OSS[105.4 SEN CONCRETE N A, Q U. POSTING LOT LENT COUNTY a. - o WASHINGTON TY TER Lor LIdR f - Zs "n k SITE PLAN ° 0 (10. .. B L � 32 64FT REGIONAL DWG. NO CORPORATE DWG. NO. Ai8'2+9 - 04E26 36-0041 04626 - SP-2 SNR PLAN Aft N d`••' {EN-05)R�1-06 (=)-140/130 -20)...;.� ® -20) GN-Ob� EN-10) TYP. hTA.BRAND WALL II ELEV.19'-4' 4k 11'-0' 4ACEEIN TO.PARAPET _ o f �ELEV..18-0' \ BD.ACCENT BAND ELEV.Ns'-9 V4' TYP. ¢ TYP. V J\gyp)� `-. EN-14 �r.� •/'l 9.10:S ffl @IM.,. EN-14) f / CIIIFII ,r,1 kilo.DT TRELLIS I T r- f "ELEV..10,-II. ` '// - 1 j _ ,_ 6BD.CANOPY _ ,t ,1 4 I ELEV.W'-4' k , hiA.STOREFRONT I (EN-15 - -. v, F `�ELEV.EXISTING ......_. ,,... .`.. _.. .. jj kT.O.SILL Trp. — __ `_ . LEV. EELEVATION ...... ._. -- _ . ..� '. .. k ' TO.SCRs I EN-Il)- (EN-08 (EN-09}(EN-O8 (EN-22)- IUM Q:111.,3 ® la•p.y\ -(EN-22) ® EAST ELEVATION SCALE: I/4'•1'-0• Imm W F6' U (EN-20lor W/IIIA " TYP. 2 m 7 �� (EN-18 . (EN-Is)- (EN-15 -06 EN-!5) Ll!-10 TTP. I TYP. TIP. h T.O.BRAPID WALL ,- I 1 ELEV. APE (I W esii , , T.O.PARAPET 1' �\ ........_.... ___________ EN-la) m BD. ACCENT BAND 1 f 11 1 1 TYP. $FJEV. "ELEV.-659 I/4' EN-14 ; .� .... .,..,..; _ tYP. Ll - - - EG / 1-1 I a Eao=!o'L B.O.CANOPT/TRELL15/ '- u o:o°• .. .. __ .-.. _. .._ ._._ o e°''F obT.O ARCADE OPENING + 1, I `o u 3 iii'.,, a '''ELEV.45.-41. _... _... } __. I I� I -uc- 13B)h4�TO.STOREFRONT I., . 1 ® r _.. ___ _-. o - --`HELEN_EXISTING �' - . �tP� � ,c )../ y aae�:E�P h T.O.SILL ® ' { \ TIC]-III� 1 ri r�=oaSv ELEV.ELEVATION QI TI( i \ i J o /^I m � eT.O.SLAB ..... \i I 1. ao�n.`.. •E ELEV.-0'-0' 1NIMMAI ( ;t oe ems°(EN-19 o® .ur\ -(EN-22) ( A)1 j► (EN-Ile (EN-22)- -(EN-I2) EN-01) EN-08) 13� EN-22) (EN-16G)/ ® ® ' 3*N- o eNORTH ELEVATION ^' SCALE: I/4•=1%0" ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND - (EN-01) NEW CEMENT BOARD LAP SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:BASE (EN-20) MCDONALDS SIGNAGE BY OTHERS-UNDER SEPARATE PERMIT.SEE SIGNAGE SUPPORT I. FASCIA SIGN MALL SUPPORTS TO BE VERIFIED WITH MCDONALDS AREA CONSTRICTION CRAFTSMAN SCHEME MELDING.SEE SLEET A4.O FOR TYPICAL DETAILS. NOTE ON T1415 SLEET. MANAGER AND COORDINATED WITH SIGN MMUFACTURER. (EN-O2) NEW CEMENT BOARD LAP SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:ACCENT (EN-2I) HOLLOW METAL DOOR/FRAME-PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. BRAND WALLS: TILE:GRAYEST:E-WOOD COLLECTION COLOR SEE SLEET AAO FOR TYPICAL DETAILS. (EN-22) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE(10'MIN.BOTTOM STILE a DOORS). 2. '•'DENOTES SAFETY GLAZING. RA1 BLACK,SIZE.6'X36', FOR TYPICAL DETAIL (EN-03) NEW CEMENT BOARD LAP SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR. ABOVE (EN-DE)(RHO)COIN COLLECTOR SEE DETAIL I3/A43 PATTERN:I/4 OFFSET TNINE BONG CANOPY FINISH SEE SHEET A4 . .0 S. 3. TRASH ENCLO5JRE 4 GATES MOT SHORN TO BE PAINTED'BASE BUILDING'COLOR. WATERPROOFING 4 SETTING MATERIAL (EN-O4) NOT MED RAN DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT EXTERIOR MALL/PROTECT EXISTING &ROUT:BY L RAN LEADER DOWNSPOUT FROM DAMAGE.PANT TO MATCH SURROUNDING MATERIAL GROUT COLOROR ULTRA COLOR PLUS-41 CHARCOAL (EN-05) NEM PARAPET ACCENT BAND PER COLOR LEGEND,THIS SHEET. SEE DETAIL 12/A4.2 GROUT WIDTH:I/8'TO 3/16' (EN-ON) METAL FASCIA(COLOR:CITYSCAPE).A.PRE-FAB ANCHOR-TITE;B.PRE-FAB CUSTOM (0-25) NOT USED. ARCADE FASCIA (EN-2b) EXISTING B,IK OIL FILL BOX TO REMAIN. ACCENT BAND` METAL-ERA CORRUGATED (EN-01) TILE-SEE COLOR LEGEND,THIS SHEET.CONTACT:JAN PETER,CM/131-7500. (EN-21) EXISTING ROOF LADDER TO REMAIN.PAINT TO MATCH BASE BUILDING COLOR. 1/B''5'PANEL 24 GAUGE, (EN-08) OUTSIDE CORNER STRIPS.RONDEG ROIOOTSDA(DARK ANTHRACITE)AL)MIN1M,IO . (EN-2B) GUARD RAIL-PAINT TO MATCH 51RROIAOIN5 MATERIAL. COLOR:CITYSCAPE NP1 ... " (EN-06) MOVEMENT JOINT.DILE%B131006S(BLACK). (EN-3M) PIPE BOLLARD PER SrrE PLAN.FINISH KITH(2)COATS TRAFFIC YELLOW LAP SIDING: JAMES HARDIE GEMENT BOARD LAP SIDING, (EN-10) ACCENT LIGHTING(ARCADE LIGHT)-SEE ELECTRICAL (EN-30) EXISTING GAS METER ASSEMBLY TO REMAIN MATCH EXISTING EXPOSURE 4 FINISH. (EN-II) 12'HIGH AJMINM CANOPY FASCIA BAND(COLOR:H44ITE)ON ALUMINAN TRELLIS (EN-31) NOT USED. BASE BnIDING: 'FAIRVIEW TAUPE' BENJAMIN MOORS NO AN - T SYSTEM(COLOR:WHITE))A:NO UNDERSCORE;e:GOLD LEPER-SCOREBENJAMINNEW READY ACCESS DRIVE TI-RU WINDOW TO MATCH EXISTING PER FL4 SCHEDICE. -ES (EN-12) ACCENT L16HTTNB(INTEGRAL CANOPY LIGHT)-SEE ELECTRICAL. (EN-I3) AJMINIM TRELLIS.A:COLOR:CITTSCAPE.B:COLOR:CHARCOAL WITH GOLD ACCENT COLOR. 'IRON MOUNTAIN' UNDERSG BENJAMIN MOORE -`142134-30 (EN-1a) Al. i 'QIP 4.9gOLOR:CHARCOAL. !, ABOVE CANOPY FIBER CEMENT SIDING (EN-15) ALUMINUM TRELLIS 2'X8'WALL FASCIA. FINISH: NICHIHA VINTAGE WOOD COLLECTION CEDAR (EN-16) LIGHT FIXTURE(WALL SCONCE)-SEE ELECTRICAL B:DOW!ONLY FIXTURE(COLOR WHITE)B:DOWN ONLY FIXTURE(COLOR:SILVER) (EN-11)ACCENT LIGHTING(FLOOD LIGHT)-SEE ELECTRICAL. /L�l A (EN-18)LIGHT FIXTURE(RECESSED DOWN,INTEGRAL CANOPY).COLOR:SILVER-SEE ELECTRICAL. (EN-19) METAL LL1 I SKIN&-BY OTHERS.(WELCOME-COLOR:SILVER) ELEVATIONS 4'-0" GENERAL NOTES: 1. SEE MANUFACTURERS DRAWINGS FOR \ ADDITIONAL DETAIL AND DIMENSIONS. • • 2. SIGN CABINET AND CONNECTION BY PERSONA. *CLIENT-PERSONA *2014 OREGON STRUCTURAL SPECIALTY CODE * 110 MPH WIND SPEED, EXP.C CR RECOMMENDED LOCATIONS FOR FASTENERS-SEE CHART FOR SIZE AND TYPE(5 REQ'D) • • 0 FRONT ELEVATION 1 SCALE N.T.S. OVERSIZED WASHER(TYP) 11/4' 4 FASTENER CHART(STAINLESS STEEL) —A °��,"" 1'44 A 3/8"0 LIBERTY ANCHOR HOLLOW CMU 41I.4 Ell ,. 4 B 3/8"0 LAG BOLTS WOOD ONLY ,. C 3/8"0 HILT!HLC ANCHOR MASONRY ONLY ..dh 4 �• D 3/8"0 THRU BOLTS MASONRY,WOOD,METAL ;: E 318"0 EXPANSION BOLTS SOLID MASONRY ONLY O3/8"0 TOGGLE BOLTS 0 3/8"0 LAG BOLTS © 3/8"0 HILTI HLC ANCHOR I I STEEL ANGLE BLOCKING 2x WOOD ;� (BY INSTALLER) BLOCKING ', a (BY INSTALLER) ar-.•.,1. °�;4 • :��» WASHER W/ .`5" ►4 • DOUBLE NUTS ` a a OR CRIMP THREADS WASWJ ,� k. DOUBLE NUTS 4 OR CRIMP THREADS lj� l4 ° . a 'l , 0 -11,---. :44,7 3/8"0 THRU BOLTS 3/8"0 THRU BOLTS 3/8"0 EXPANSION BOLT j�%¢C`� ROS:f (NON WOOD STUD WALL) 0 (WOOD STUD WALL) E� ' z ��1,04S� X02 299 N.WEISGARBER RD. PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. / J/ 1� 4r E p, SUITE 107 1 w\\ ' 12090 SW MAIN ST. TIGARD, OR 97223 HASV FCM 190030.145 06/13/19 ;� 1 <�'f4(3 �"' KNOXVILLE,TENNESSEE DWG. /G. ! qJ { v vv V V OREGON DRAWING TITLE: REV.# DATE DRAWN BY I PHONE:865 584 0999 FAX: 865 584 5213 W NICHOLAS DEAL,P.E.,S.E. SFP 13,2.- ,,, 9s McDonald's #4626 42" Logo 1 .4'/CHOLAso EXPIRES: 12/31/19 GENERAL NOTES: 16'-4 15/16" 1. SEE MANUFACTURERS DRAWINGS FOR / ADDITIONAL DETAIL AND DIMENSIONS. 2. SIGN CABINET AND CONNECTION BY PERSONA. - . / ,(7. J -----•-Ilk " CLIENT-PERSONA �� �'� Q �_ * 2014 OREGON STRUCTURAL SPECIALTY CODE N / * 110 MPH WIND SPEED, EXP.C \ • ' .L �/ RECOMMENDED LOCATIONS FOR FASTENERS-SEE CHART FOR SIZE AND TYPE(14 REQ'D,7 ON TOP, 7 ON BOTTOM) FRONT ELEVATION O SCALE: N.T.S OVERSIZED WASHER(TYP) ►. . , 1 1/4 . I �" `►. ►a 4 ►►►►►►: ;� FASTENER CHART(STAINLESS STEEL) 4 P A 3/8"0 LIBERTY ANCHOR HOLLOW CMU 4. • • e 3/8"0 LAG BOLTS WOOD ONLY °'" = ' 4 C 3/8"0 HILTI HLC ANCHOR MASONRY ONLY '• ►• .. 1 D 3/8"0 THRU BOLTS MASONRY,WOOD,METAL E 3/8"0 EXPANSION BOLTS SOLID MASONRY ONLY O 3/8"0 TOGGLE BOLTS 0 3/8"0 LAG BOLTS O 3/8"0 HILTI HLC ANCHOR WASHER W/ 2x WOOD DOUBLE NUTS BLOCKING I L. (BY .��, . ;; OR CRIMP THREADS INSTALLER) a 4 1 :min- ii, iiiir ►� STEEL ANGLE WASHER W/ I`� ° o CKING DOUBLE NUTS (BY OINSTALLER) OR CRIMP THREADS . ° • .4 a ° ►� , �TUR 3/8"0 THRU BOLTS \`.% (NON WOOD STUD WALL) 3/8"0 THRU BOLTS 318"0 EXPANSION BOLT _�F�f ®• (WOOD STUD WALL) O tv, sC �:::51.:,•'af/N /0299 N.WEISGARBER RD. APROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: r F - ..3`PEDRAWING NO. 1. €suITE TOTl2090 SW MAIN ST. TIGARD, OR 97223 HASV FCM 190030.145 06/l3/19 /�/(� / / j � tKNOXVILLE,TENNESSEE Dv V`^• 1 REGO N37919 DRAWING TITLE: REV.# DATE DRAWN BYPHONE:865 584 0999 - FAX: 865 584 5213 W NICHOLAS DEAL,P.E.,S.E. 13 2��� vMcDonald's #4626 � ..r.onelneering.=tN«urW er.gh.erl,,g McDonald's Raceway c ewaY ��CHOLAS 4 \ EXPIRES: 12/31/19 FREE STANDING SIGN SPECIFICATIONS: 'CLIENT PERSONA " 2014 OREGON STRUCTURAL SPECIALTY CODE REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS. * 110 MPH WIND SPEED, EXP.C ALL DESIGNS, DETAILING FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2014 OREGON STRUCTURAL SPECIALTY CODE GENERAL NOTES: ACI 1. SEE MANUFACTURERS DRAWINGS FOR AISC ADDITIONAL DETAIL AND DIMENSIONS. AMERICAN WELDING SOCIETY 2. SIGN CABINET AND CONNECTION BY LOCAL BUILDING CODES&ORDINANCES PERSONA. CONCRETE: 2500 PSI @ 28 DAYS STD. STEEL PIPE SECTION:ASTM A53 GRADE B(Fy=35 KSI) STEEL PIPE SECTION (> 20"0):ASTM A252 GRADE 3(Fy=42 KSI MIN.) HSS ROUND SECTION:ASTM A500 GRADE B(Fy=42 KSI) HSS SQUARE/RECTANGULAR SECTION:ASTM A500 GRADE B(Fy=46 KSI) ANCHOR BOLTS:ASTM F1554 GRADE 36 U.N.O. (ALTERNATES GRADE 55&105) CONNECTION BOLTS:ASTM A325 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES&PLATES ASTM A36 REINFORCING:GRADE 60 ASTM A615 PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER EMBEDDED STEEL. THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS& METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT THE ENGINEER'S APPROVAL. WELDING ELECTRODES: E70XX ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF ASSUMED HORIZONTAL(PASSIVE PRESSURE)ASSUMED AT 100 PSF/FT OF DEPTH. ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT ADVERSELY AFFECTED A 1/2"MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS SHALL BE PERMITTED TO BE DESIGNED USING TWO TIMES THE TABULATED CODE VALUES. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH. FILL COMPACTED TO 98%OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR)UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES,THE ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING. ADEQUATELY BRACE POLE(S)UNTIL CONCRETE HAS SET UP FOR 14 DAYS. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS. RUR ,/� a P. / J pE /Q� ` V V NICHOLAS DEAL P.E S.E • . PROJECT: DRAWN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. J � 12090 SW MAIN ST. TIGARD, OR 97223 HASV FCM 190030.145 06/13/19 DWG. 1 OREGON DRAWING TITLE: REV.# DATE DRAWN BY • 299 N.WEISGARBER RD. PHONE 865.584.0999 G/ SFA 13,2�.\\ SUITE#:103 SIGN-ENGINEER.COM KNOXVILLE,TN 37919 McDonald's #4626 NOTES • il''cHouNs°- EXPIRES: 12/31/19