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HomeMy WebLinkAboutT-425002O LO N O W O LO N T O rr J J Ld m a a 0 N 0 N rn 0 0 U Ld Ire) Cn Go i 0 U z 0 1n z a m X Ld 00 1n 0 0 0 00 d a w 13'-6" PIVOT • a FLAT CUT ALUMINUM COPY ON FACE OF ARM FACING ENTRY TO DRIVE-THRU TO MATCH SW #5403 GRAY 3" x 3" x 3116" HSS w/ CAPPED ENDS / 6" x 6" x 3/ 6 " HSS o ST'L. SO. HSS o� ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN STANDARDS DRIVE-THRU LANE FOOTING DESIGN SHOWN FOR REFERENCE ONLY. FOOTING DESIGN PER SIGN PLAN WITH SEPARATE FOOTING PLAN NOTE: 1. ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER COATED QPC 9-820 MATTE BLACK FINISH 2. CLEARANCE BAR ARM TO ROTATE WHEN STRUCK & RETURN TO ORIGINAL POSITION. 3. COORDINATE W/THE ARCHITECT & STRUCTURAL ENGINEER. DRIVE THRU CLEARANCE BAR NOT TO SCALE s 0 N 4"ASPHALT SURFACE COURSE, SEE NOTE 2 SUBBASE SEE NOTE #1 7" THICK AGGREGATE BASE COURSE CFA DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON EXTEND BASE 6" BEYOND FOR tU BOARD APPLICATIONS WITHOUT CURB & MICROPHONE GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. SPEAKER PARTS LIST IF PRESENT ON -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHOULD BE 6" GRADED AGGREGATE BASE, 2.5'ASPHALT PAVEMENT BINDER & 1.5" ASPHALT PAVEMENT SURFACE COURSE TACK COAT. ' .... ' , TYPICAL HMAC PAVEMENT SECTION T TO SCALE OVERHEAD LED DECK LIGHT, SEE X0.9 CANOPY FASCIA AND DECKING ABOVE. 1 1A3.3 2 3 LEGEND ALL DIMENSIONS AT CANOPY EDGE 8-4" EQ EQ 8'-4" XO FINISHES, SEE SHEET C0.0 FOR SCHEDULE ARE TO OUTER EXTENTS OF DECK O EQUIPMENT, SEE APPENDIX FOR SCHEDULE PANELS. Q 6" YELLOW PERMANENT U BOLLARD, SEE X0.3 3" PVC DOWNSPOUT WITHIN COLUMN o i Q r � U i 6" YELLOW PERMANENT CD NEW ORDER POINT B$ Q a B9 o o Q B10 FASCIA PER MFR B11 BOLLARD, SEE X0.3 -- ILL. J N o 8'-0" -- o NOTE: DRAINAGE TO BE M BELOW GRADE WHEN -- --__-_--- !h - , ' -- - -, u - - - - ISLAND AND WALKWAY POSSIBLE PER SITE B CONDITIONS; TIE INTO Ci EXISTING UTILITIES ni 2'-6" 2'-6" OVERHEAD HEATER WITH o N DOUBLE CLEARANCE BAR, LOCATION NECESSARY SUPPORT TO Q o 0-1 BASED ON SITE CONDITIONS, FIELD CANOPY DECKING, SEE X0.12 X0.13 X0.14 A8 U) w U A9 A10 o VERIFY o __i iv MOVEABLE DELINEATOR WITH r RUBBER BASE AT 15' MAX SPACING ELECTRICAL SWITCHES o RE: ELECTRICAL ELECTRICAL CONDUIT AND - 1A '' 2A ` C3A SWITCHES WITHIN COLUMN, AND m 1 DELINEATOR WITH MAGNETIC BASE 4"x8" ACCESS HOLE ABOVE, RE: r CANOPY COLUMN INSTALLED AT 20'-0" MAX SPACING ELECTRICAL NEW STRIPING, REFER 4'-9" TO CTR. OF COLUMN GAS PIPE WITHIN OVERHEAD FAN WITH TO C0.3 COLUMN, RE: MECHANICAL NECESSARY SUPPORT TO FLOOR PLAN ELECTRICAL CONDUIT 1 UNDERGROUND TO GAS PIPE UNDERGROUND TO CANOPY DECKING, SEE X0.16 SCALE: 1/8" = 1'-0" 5'-0" START OF STRIPING RESTAURANT AS REQUIRED RESTAURANT AS REQUIRED ORDER POINT STRIPING NOT TO SCALE 3 GOB \4/ ISOMETRIC VIEW U PREFAB (FOLDED) LOOP (1.5' x 5) O2 1/2" PVC COUPLING O3 1/2" PVC SLEEVE COUPLING ® 1/2" PVC TUBING (T LENGTH) O5 1/2" PVC CORNER FITTING © 1/2" PVC 90° ELBOW O7 1/2" PVC TUBING (2' LENGTH) NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL 100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. '3::� MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW) NOT TO SCALE 30" STOPco 3'x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. Ill EAR PERIMETER, FREE ✓I REBAR, WIRE SCREEN, FORCING BARS, ELECTRIC .E OR METAL OBJECTS. PLAN VIEW I I MENU BOARD (RIVE THRU LANE 2" CLEAR BETWEEN I )NCRETE PAVING LOOP AND SURFACE I CONDUIT FROM BUILDING LZ..,-- PARTS LIST 10 PREFAB (FOLDED) LOOP (1.5' x 5') VEHICLE LOOP LOOP MENU BOARD DETECTOR SUPPORT FOUNDATION 20 1/2" PVC COUPLING 0 1/2" PVC SLEEVE COUPLING SECTION VIEW L — — J ® 1/2" PVC TUBING (3' LENGTH) NOTES: O5 1/2" PVC CORNER FITTING 1. LOOP DETECTOR IS MODEL NO. VDL 100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. © 1/2" PVC 90° ELBOW 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR O7 1/2" PVC TUBING (2' LENGTH) INSTALLATION. MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE NOTE: V 12" 18" SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH 2'X2" SQUARE 1 VINYL COPYAPPLIED TO THE FIRST TUBING WHITE SURFACE. Circle REFLECTIVE' Left RED Building LETTERS REFLECTIVE' NOTE:LO COLOR VERIFY COLORS WITH LOCAL I I z For urn N MUNICIPALITY. :I �, Drive -Thru FACE: 6" DIA. SCH. 80 STEEL Only PIPE BOLLARD FILLED I , Service 3M REFLECTIVE WITH CONCRETE. COPY I •: I PAINT DARK BRONZE (#3272 RED)COLOR (TOP 12" PAINTED I : LU C _F YELLOW) CIRCLE BUILDING FOR DRIVE-THRU LEFT TURN ONLY SIGN WHITE Cn I �, w REFLECTIVE' SIGN (REFER TO SIGN PACKAGE) o 0 COLOR I, Cl)o (REFER TO SIGN PACKAGE) PAINT CONCRETE BLACK .,I ILL 18" 1 12" 12" AFTER CURING AT GREEN ASPHALT LOCATIONS p WHITE 'REFLECTIVE' • i •I•' m 'REFLECTIVE' COLOR , . Right-- LETTERS RESER PARKING BLUE'REFLECTIVE' CONCRETE00PSII I C?N Turn FACE - COLOR I { i� Only OPYELECTIVE edestrian 8"0 CONCRETE A z BASE N C A STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) WHITE 'REFLECTIVE' COLOR 1 "R BLUE 'REFLECTIVE' COLOR WITH VAN WHITE 'REFLECTIVE ACCESSIBLE TEXT' WHITE 'REFLECTIVE' COLOR PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 2'x2" SQ. TUBING LETTERING STYLE TO BE HELVETICA MEDIUM B ACCESSIBLE PARKING SIGN (MUTCD R 7-8 AND R 7-8P5) p Know what's below. p Call before you dig. 1 Dial 811 ,�' (#3272 RED)COLOR p Ba rg ha usen Consulting Engineers, Inc. g g 18215 72nd Avenue South Kent, WA98032 425.251.6222 barghausen•com SURVEYED: RLH SCALE: N/A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 • CITY OF VR RENTON • Planning/Building/Public Works Dept. o� CFA DETAILS E% FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 DESIGNED: ADB PAGE: DRAWN: MMM ONE INCH DRAWING N0: C 10.2 CHECKED: is l� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: ADp SHEET: 17 OF: 20 1 N T O O O co N u H H T N Q J 14 H