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m <br />MENU BOARD �� CONDUIT TO COMM. <br />HOUSING SYSTEM ® 5ERV I GE <br />REMO� OMIT <br />PEI A+KER <br />— 15 USED (AS SHOWN) <br />DRILLED PIER. FOUR--, <br />CONCRETE INTO NAT'L c 120V POWER TO <br />GRADE, / MENU BOARD <br />PA �CONDUIT TO COMM. <br />WNN SERVICEEER 1o <br />PREFORMED LOOP, <br />MAGNETIC LOOP <br />DRILLED INTO NAT'L <br />INDUCTION SYSTEM. <br />GRADE, <br />III X20'Xb" <br />CONCRETE PAD <br />IIN 20'X b" GONG PAD SPEAKER HOUSING <br />PREFORMED LOOPCOMMUNICATION SYSTEM <br />MAGNETIC , LOOP CONDUIT TO GANG BOX <br />INDUCTION gSpYSTEM. ® DRIVE-THRU WINDOW <br />DRIVENTHRU X <br />POURED GONG CURB <br />2"- 3" LOOP <br />DEPTH <br />. • <br />'h• <br />ATa <br />L LOOP SUPPORT (TYP) DRILLED PIER. POUR <br />CONCRETE INTO NAT'L <br />8 COMPACT FILL GRADE <br />NOTES <br />1) P051TION PREFORM LOOP APPROX. 1'-3" FROM CURB, <br />CENTERED IN FRONT OF SPEAKER P05T OR MENUBOARD <br />2) LOOP SHOULD BE INSTALLED 2" TO 3" BELOW THE SURFACE <br />OF THE PAVEMENT (MAX. 5" DEPTH). <br />NOTE: IF INSTALLED IN ASPHALT COVER LOOP WITH MIN. I" 501L <br />OR SAND TO PROTECT Fi10M HOT ASPHALT. <br />3) CONNECT LOOP TO 1/2" CONDUIT STUBBED UP IN SPEAKER <br />P05T OR MENUBOARD. <br />4) WIRE MESH OR REINFORCEMENT IN CONCRETE SHOULD BE GUT <br />AWAY FROM PERIMETER OF LOOP A MINIMUM OF b". <br />5) ALL CONNECTIONS AND SPLICES TO LOOP WIRE5 MUST BE <br />SOLDERED. <br />'RI LANE 5TACKING, <br />SPEAKER POST <br />b)4 OF DRIVE-THRU <br />IINO W 15 80' MINIMUM <br />20'-0" <br />DRIVE LANE 5T <br />C� OF SPEAKER POST <br />TO 4,_ OF DRIVE-THR) <br />WINDOW 15 80' MINIMUM <br />( 5 CARS ). <br />:I ' •.. 2 6", CQNCRE-Tt PAD:. <br />r REMOTE SPEAKER <br />p �0 <br />SEE 5, 6, 7, 8/AI.2 <br />� LOOP INDUCTION 150 <br />LOOP INDUCTION SECT. <br />MENU BD. LOCATION <br />MENU SD. LOCATION <br />ors. <br />N.s <br />xAE 1e , b <br />srA� Ile)"_11-011 <br />000 <br />19 <br />V�) I <br />to PREVIEN SECT. <br />1.2 5GALE: 3/8" = 1'-0" <br />T5 4" ST <br />2'-8"X II'-1" <br />-2"X 6-0" CABINET <br />READER BOARD <br />II 150 P.S.F. I II <br />Llu WINDLOAD L—JI- <br />5/8" HEX NUT (ADJUST <br />UPPER 4 LOWER HEX NUTS <br />TO LEVEL MENU BOARD 4 <br />T16HTEN) <br />5/8" LOCK WASHER <br />5/8" FLAT WASHER <br />DIN 14" DIA. X 1/2" <br />09 STEEL BASE PLATE <br />0 0 u <br />5 <br />o0 5/8 FLAT WASHER <br />, <br />AI 2 <br />5/8" LEVELING NUT <br />- <br />5/8" LEVELING <br />NOTES: <br />NUT DDED <br />I. CA55ON TO REST ON <br />a <br />O�RETE <br />UNDISTURBED SOIL, <br />BR6. 5TREN6TH <br />20" ANCHOR BOLTS <br />1,500 P.S.F. ASSUMED. <br />2. <br />a <br />s� <br />s <br />A4400K 4 2 1/2" PROJECTION <br />(BY OWNER THRU 100 4 IN5TkLEO <br />SEE A4.1 FOR <br />BY GENERAL CONTRACTOR) <br />SIZE 4 PROFILE <br />OF SIGNA6E <br />:a <br />CONDUIT FOR 120V,10 FOYER <br />c •'� <br />VS�A�MIT <br />FOUNDATION OPTIONS <br />° <br />IF REMOTE SPEAKER 15 USED <br />#I- 24"0 x b'-b" D. <br />SEE OPTIONS FOR DRILLED <br />#2- 30"0 x b'-0" D. <br />PIER. POUR CONCRETE INTO <br />#3- 3b" (p x 5-6" D. <br />° a . <br />NAT'L GRADE, 5000 P.5.1. <br />® 26 DAYS. <br />��t�t loll <br />J RnARO <br />cnT=O.TI nN <br />II� 50ALE: 3/8" = 1'-0" <br />C�rraQQ£�ICI�oQ�. <br />II <br />II <br />113'-b" <br />WIDE <br />I rLADDIN6 <br />II <br />II <br />LL�jGRADELLL <br />BOLT GAGE SUPPLIED <br />BY OWNER THRU ION 4 <br />•� INSTALLED BY 6.G.:41 <br />I ' I (PREORDER FOR INSTALLATION <br />® TIME OF CONCRETE ° <br />° INSTALLATION) <br />G a NOTES: a < . <br />e a . I. GONG. FT6G . SEE 5TRU <br />2. SEE PYLON 516N ELEVATION ON <br />SHEET A4.1 FOR DIMS 4 51GNA6E SIZES ° <br />II FNrL0N 516N <br />? <br />1'-4" <br />VIDE <br />ADDING <br />—ITS bX bX 1/4, (TYP) <br />PARKING <br />STALL <br />1'-0" MIN <br />LYLE 51GN <br />141 L-54 4 VAN <br />ACCESSIBLE <br />z SIGN <br />7- <br />wAmn .awn <br />GN P05T <br />PARKING <br />SURFACE <br />6��516N DETAIL <br />2 7/8" � 2 1/8" <br />15" 0 X 48"D <br />POUR CONCRETE — <br />INTO NAT'L GRADE <br />zt <br />CONDUI (OW FOR <br />OMIT IF REMOTE SPEAKER <br />15 USED. <br />5/8" (P X 20" ANCHOR <br />BOLTS PLACED TO <br />TEMPLATE I GTGJ <br />(1) 7/8"0 HOLE FOR <br />CONDUIT HIGH <br />VOLTAGE (12OV, 0) <br />FRONT- DRIVE <br />4 THRU 51DE <br />(4) O.8'15" x <br />0 <br />2.00" SLOTS <br />FOR 5/8" x <br />m <br />20 ANCHOR <br />BOLTS (BOLTS <br />BY G.GJ <br />\` \ <br />VERIFY PIER <br />` <br />DEPTH AND <br />DIAMETER <br />FOUNDATION OPTIONS <br />#I- 24" (P x 6-b" D. VIP <br />#2- 30" P x 6-0" D. <br />#3- 36" (p x 5'-b" D. o <br />SPEAKER/MIC <br />HOUSING <br />1/2" LEVELING NUT W/ <br />1/2" FLAT WASHER <br />FINAL CONNECTION <br />7 1/2"X 3 5/4" <br />BY ELECTRICAL <br />12 6A. BAS PLATE <br />CONTRACTOR <br />7 <br />IK <br />AI2 <br />1/2"X lb" L W/ <br />2 1/2" PROJ. <br />THREADED BOLT <br />'I 1/211X 3 5/4" <br />° a <br />BY OWNER THRU IDQ <br />4 INSTALLED BY G.G. <br />12 GA. BASE PLATE <br />1/2" LEVELING NUT W/ <br />° <br />CONDUIT TO COMM. <br />SYSTEM ®SERVICE <br />I/2" FLAT WASHER <br />_ <br />WINDOW <br />a O <br />NOTE: <br />A <br />12" 0 X 48"D <br />GONG. FT6. TO REST ON <br />° <br />GONG. FT6. <br />UNDISTURBED SOIL, <br />BR6. STRENGTH <br />1,500 P.S.F. ASSUMED. <br />14 1/4" (P x I" (FULL <br />GRILL 4 CHILL OR <br />5/4" (5.5.ONLY) <br />ASTM A36 STEEL <br />PLATE <br />BASE PLATE FLAN <br />(MENU BOARD) 5/4" = 1'-0" <br />O <br />n <br />CURB <br />LINE <br />1/2" X 12" ANCHOR BOLTS <br />PLACED TO MATCH <br />BASE PLATE TEMPLATE <br />(BY GENERAL CONTRACTOR) <br />E3A5E <br />PLATE PLAN <br />�SFEAKER SECT. <br />BASE PLATE FLAN <br />1.2 (5PEAKER) <br />5/4" = I'-O" <br />1.2 SCALE: 3/8" = I'-O" <br />1.2 (PREVIEW BD.) 3/41, = I'-O" <br />DIRECTIONAL 516N <br />BY OWNER THRU I.D.Q. <br />AND INSTALLED BY <br />GENERAL CONTRACTOR <br />6X.315" PIPE <br />J-BOX <br />ADD 1/2" HOLES FOR <br />- <br />ATTACHMENT TO 5"PIPE <br />I� <br />5" X .256 PIPE <br />CONDUIT FOR <br />12OV, 10 POWER <br />4-0DEEP X 1'-0" VIA..;� <br />GONG. FT6. <br />f;'.};�• <br />:�) <br />E`, <br />IVZADE <br />NOTES: SIGN OPTIONS: <br />I. FT6. TO REST ON UNDISTURBED A. <br />ENTER/ENTER <br />501L BR6. 5TRENGTH 1,500 P.S.F., B. <br />EXIT/THANK YOU <br />ASSUMED C. <br />DRIVE THRU/ORIVE THRU <br />D. <br />THANK YOU/ DO NOT ENTER <br />2. 5EE A4.1 FOR 51ZE OF 516NA6E <br />B D I REGT I ONAL 51 GNA&E <br />5GALE: 1/2" = 1'-0" <br />GRADE <br />CLEjAjRANCE <br />EMS <br />IVA <br />POLE BASE (TOP VIEW) <br />20 DEG p <br />TYP _IA IA _� <br />DRIVEWAY <br />D � <br />RAO <br />;HOR BOL <br />LOCATIONS <br />GONG FT6 PER JI IL <br />LOCAL CODES. ANCHOR BOLTS- �"XBXIb <br />(MIN. REQ'T (SOLD SEPARATELY OR <br />18"DIA X 56" SUPPLIED LOCALLY) DQ <br />5000 PSI) PART # 786-214 <br />14 CLEARANCE SIGN DDT. <br />L2 NO 5GALE <br />w <br />0 <br />0 <br />z <br />O <br />� <br />!j <br />Li <br />Q <br />> <br />t- <br />a <br />Q <br />0 <br />w <br />a <br />(U) <br />UIN <br />Q <br />o <br />® o <br />0 <br />Z <br />tT C <br />Lu <br />Q <br />acc�i <br />o0 <br />uj <br />U) <br />ado <br />v Q <br />D <br />m.a� <br />o, <br />O 04 <br />e.a; <br />Z <br />C O 0 <br />Z <br />> 0 <br />> a <br />m <br />- <br />E <br />O <br />C O <br />d O, W <br />a <br />w�aW'Oo <br />o}. <br />Ll.l <br />a o <br />1A <br />Z <br />� 'C <br />` <br />yZ�°� <br />C)fN E W 0 <br />r ¢ E <br />Lu <br />Lu <br />f n <br />V <br />L <br />O 41 <br />IL <br />� � m <br />� _ m <br />-6 <br />� s <br />NORTH s <br />0, FOR THIS IS -PLAN" NORTH w <br />V,p /I// FOR ACTUAL BUILDING r <br />ORIENTATION REFER TO <br />M&S a° °9 SITE PLAN (BY OTHERS) IYi N <br />4 ti <br />SHEET N0. <br />2-*..* <br />A1.2 z' <br />p O <br />