Laserfiche WebLink
GC SHALL OBTAIN ANCHOR BOLT TEMPLATE <br /> 6"STEEL PIPE BOLLARD & SIZES FOR AL DT ELEMENTS FROM SIGN <br /> j FILLED WITH CONCRETE. VENDOR PRIOR TO PLACEMENT OF ANY NOTES MENU BOARD SOW 1 <br /> PAINT SAFETY YELLOW CONCRETE. 1. ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER <br /> (HIGH GLOSS ENAMEL) LOCATED AT SPEAKER POST.ASUME DRIVERS SOW FOR DMB INSTALL AND VENDORS <br /> LOCATION IS24" FROM FACE OF CURB, CENTERED ON RSCS TO SUPPLY DMB AND CABLE <br /> 6"WIDE CONCRETE SIGN VENDOR TO SUPPLY ANCHOR BOLTS AND BOLT PATTERN TO GC. <br /> C> CURB. REFER TO CIVIL SPEAKER POST. <br /> 2%i DWG'S 10"X 10"X 1" 2. CENTER OF MB TO BE 5'-6"TO 9'-0" FROM DRIVERS SITE SURVEY SIGN VENDOR <br /> NEW BUILD <br /> STEEL PLATE BY MFR POINT OF VIEW. <br /> SLOPE 1/2" 10 1. TRENCHING/CONDUIT-GC <br /> 3. PROVIDE (2) 1"CONDUITS FROM BUILDING TO SPEAKER 2. FORMING/FOUNDATION/ANCHOR BOLTS GC <br /> o TOP OF PAVEMENT <br /> Q w SURFACE OF _ (WHERE OCCURS) 5"X5"X1/4" POST FOR LOW VOLTAGE WIRING 3. DMB INSTALL-SIGN VENDOR <br /> DRIVE THRU LANE _ _ STEEL TUBE 4. DMB CABLE PULL-SIGN VENDOR <br /> w PAVEMENT :� 0 0 5. DMB FINAL CONNECTION AND SYSTEM CHECK-SIGN VENDOR <br /> o _ ='T ,=_= — ti o 6. ELECTRICAL PULL BY GC DEDICATED CIRCUIT <br /> o X. _ 0 1 1/4"DIA.HOLE <br /> s Q =x — — — FOR 1"DIA. <br /> ANCHOR BOLT <br /> z T . — <br /> ~ LU <br /> w —i A CANOPY BASE PLATE VM1 arckltecture <br /> w Design -- Planning - Interiors <br /> X CANOPY, SEE DETAIL <br /> 637 5th Avenue San Rafael, CA 94901 <br /> o� _I I 4/A0.1 FOR FOOTING DETAIL 3' 7 415-451-2500 415-451-2595 fax <br /> o <br /> .y�' ', <br /> > B.O.C. SHEARING IPEAKER OMPAIREDD www.vmarch.com <br /> CO <br /> o _ 12"CONCRETE o SIGNAGE �, — CENTER POINT OF BASE. VMI JOB NUMBER <br /> =o x FOOTING q SEE DETAIL 1/A0.1 FOR <br /> Uj <br /> LU <br /> FOOTING DETAIL 20049 <br /> o 6" DIA. CONCRETE FILLED I I <br /> BOLLARD AT DRIVE THRU V-0" = V-0" 18 30" HIGH BOLLARD. SEE �I o DIGITAL MENU BOARD <br /> a o DETAIL 18/A0.1 r <br /> (60.7"WIDE)WITH FRONT REMODEL NEW BUILDING RETROFIT <br /> 0 0 �" I I SWING UP ACCESS FUOUNDA ION 16' WORK FOUNDATION UNDATION N/A RECOMMEND EW FB UN ATION ������ ARC 1A <br /> N � yti �ARD <br /> o m SPEAKER L — — / USING EXISTING FOUNDATION BY GC N/A <br /> o 3/4"NON SHRINK CANOPY POST BY MFR. CANOPY (ALTHOUGH NOT RECOMMENDED) r VI <br /> SPEAKER POST.ANCHOR 10'0" <br /> GROUT INTEGRATED CANOPY EXISTS N/A x ~C <br /> 2P a 5A TO SLAB W/EXPANSION / No. C17928 <br /> cf <br /> w AO 2 BASE PL. I BOLTS PER MFR. BOLLARDS NEEDED-DO NOT WORK PERORMED BY WORK PERFORMED BY WORK PERFORMED BY REN. 10/31/23 <br /> o 919, <br /> FACE OF CURB PLACE IN FRONT OF MENUBOARD SIGNAGE INSTALLER SIGNAGE INSTALLER SIGNAGE INSTALLER <br /> 1/2"EXPANSION SPEAKER I �I <br /> LU <br /> MATERIAL POST o�' Z� <br /> 0 0 �a — -r — — -� OUTLINE OF CANOPY L — — — J CAL <br /> Uj o — g ABOVE <br /> o g a �� III III 1'6„ ESTIMATED POSITION OF <br /> I DRIVERS HEAD ALIGNED <br /> 00 a ° <br /> WITH CENTER OF OCB. <br /> mz <br /> U, < 24"CONC. — <br /> LU LU PIER-REFER #4 @ 12"O.C. -CONCRETE <br /> TO DETAIL EA.WAY CURB <br /> CO m 4/A0.2 FOR <br /> Q o DEPTH& 47' <br /> REINFORCING *SINGLE POUR PIER&SLAB 8 <br /> o Z A0.2 <br /> U)0 0 <br /> 80'-0"TO CENTER <br /> 3"x3"x1/4"PLATE WASHER PIER FTG. CONCRETE OF D/T WINDOW <br /> W/DBL.NUT BOTH SIDES. REFER TO CURB <br /> ws <br /> Z <br /> jo <br /> Z o <br /> < z <br /> Of z 4/A0.2 <br /> cli o <br /> z <br /> �z <br /> w� <br /> CANOPY AND SPEAKER POSTING N.T.S. s ENLARGED MENU BOARD DETAIL N.T.S. <br /> W w 1 <br /> =o <br /> LU <br /> CANOPY FOOTING N.T.S. 8 <br /> GC SHALL OBTAIN ANCHOR BOLT TEMPLATE GC SHALL OBTAIN ANCHOR BOLT TEMPLATE <br /> U)z <br /> 0 0 & SIZES FOR AL DT ELEMENTS FROM SIGN & SIZES FOR AL DT ELEMENTS FROM SIGN <br /> o Q VENDOR PRIOR TO PLACEMENT OF ANY VENDOR PRIOR TO PLACEMENT OF ANY <br /> � Z CONCRETE. CONCRETE. CONDUIT SCHEDULE <br /> Lii E3of m RECORD DATES <br /> o ~ r DEVICE POWER DATA DD SUBMITTAL <br /> c' "o BLDG.SUBMITTAL 2/4/2022 <br /> N a m _N- <br /> C:) w; - 11„ DIRECTIONAL (1)3/4" - BID SET - <br /> i <br /> N =w - - X11"x11"x1 1/4"THICK SPEAKER POST (1) 1" (1) 1" CONTRACT SET <br /> STEEL PLATE. MENU BOARD (1) 1" (2) 1" <br /> ® ® 4"x4"x1 1/4"THICK OPTIONAL PREVIEW BOARD (1) 1" (2) 1" REVISIONS <br /> LU <br /> > o m - STEEL TUBE. <br /> > Z o :. ' �� ~ MENU BOARD 3 CAT <br /> 1"DIA.ANCHOR BOLT ( ) <br /> 0 0 '• '-" ' ® IN 1 1/4"HOLE8„ PREVIEW BOARD (2)CAT 6 <br /> Q a z ti SPEAKER POST (1)CAT 6 <br /> CD o o is - 7„ 1"THICK(A36)ANCHOR <br /> wT _ <br /> z �� <br /> = o PD, <br /> CLEARANCE BAR FOOTING (3)1 CONDUITS <br /> PLATE BY MFR. <br /> o LU a �r 1"ANCHOR BOLTS W/ > <br /> co w z - 24"MIN.EMBEDMENT—\ TO FACE OF CURB <br /> 0 <br /> o� F <br /> a wo •� C° CONCRETE SLOPED 1" ❑ ❑ w <br /> w rn <br /> lee <br /> O \\ <br /> oQ <br /> T.O.FOOTING <br /> QI w a <br /> 62 CLIENT <br /> N <br /> oi <br /> CD '0Z Y - I- RIGHT ISO VIEW ° <br /> PRBMANAGEMENTINC <br /> I o GR E <br /> LO www co - — — HSS 4x4x16'TS 4709 Mangels Blvd. <br /> m III a o III—III— POSTS(2) BY MFR. Fairfield,CA 94534 <br /> SITE#:3560 <br /> CLEARANCE BAR, III III III i i i i <br /> �'I w SEE 4/A0.2 FOR III III <br /> — — — — 2X i i i i ENTITY#: <br /> l o= • • BOLLARD, SEE FOOTING DETAIL III 4 i i i i 3/a"HS GROUT <br /> III—III ° III—III—III— FULL PENETRATION i i a PROJECT <br /> c,� > a , ' �I DETAIL 18/A0.2 2 2 i i i II (4) 1"ANCHOR BOLTS. <br /> O w C - III III III III III NO GRINDING, BY 24"MIN. EMBEDM NT <br /> C:> <br /> 00 �-III—III III—III—III MFR.TYPICAL FOR 2. TACO BELL <br /> ° o- GRADE 532 WEST HAMMER LN <br /> M w - I_ I � - <br /> ail o o r _ -' a a a 1 144, STOCKTON, CA. 95210 <br /> a Z `i %- - 3"x3"x114"PLATE WASHER - I <br /> } z ° I- 1/2"DIA.RIGID o p, �� bat APN#000-000-000 <br /> E m o - CONDUIT TO POWER _ �° - °t <br /> co in •1 W/DBL.NUT BOTH SIDES. <br /> Q _ ,•� _ (FOR CANOPY ONLY). t <br /> _ #3 CLOSED LOOP TIES <br /> °' wH � rf ' <br /> a <br /> C'. 7FACE OF CURB @ 12"OC MAX. a - <br /> a <br /> U a <br /> o� ti 's 'r <br /> o Z -. r - - (5)#5 VERT. a a \ EAR <br /> �I } � ■ _ _ REINF.,(TYP.) ° ° �. = ENDC1'1VOR <br /> Qj <br /> NOTE: SUCCESSOR M 11/13/2020 <br /> � a a � � — a <br /> - ALL CONDUIT TO BE MIN. 12" <br /> rnl z a BELOW GRADE AT LOCAL FROST <br /> o z Q DEPTH AND PROJECT 3"ABOVE <br /> CD a = - - <br /> 04 a - FOUNDATION <br /> co <br /> c Z z V-6" — <br /> , , _ a a SITE <br /> Of <br /> LU o 1 2'-0"DIA. ° _ <br /> w w _- _ REFER TO DETAIL 4/A0.2 FOR PIER FOOTING DIA., <br /> CU <br /> co < DEPTH AND REINF. DETAILS <br /> aCO - <br /> C'= FOR REFERENCE ONLY <br /> aww o <br /> o ; <br /> 001 <br /> co Ui <br /> o ww <br /> NEW ORDER POINT, CANOPY AND MENU BOARD N.T.S. 8 PORTAL PLACEMENT DETAIL 3/4" = 1'-0" 6 CLEARANCE BAR FOOTING 3/4" = 1'-0" 4 D/T MENU & PREVIEW BOARD FOUNDATION 3/4" = 1'-0" 2 <br />