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HomeMy WebLinkAboutzT-4250setJ J w m a Q 0 N 0 N rn 0 3 0 U w rn Go 0 U z 0 z Q m x 01 / iv / 00 / 1n 0 0 0 00 d a w 0 N C) 4000 PSI COMPRESSIVE N STRENGTH CONCRETE MIX PER SPECIFICATION. i 6"x6'k6 GAUGE WELDED r WIRE FABRIC SEATED AND N SECURED ON STANDS rr X :. i X ti a. X a • a� X• �; 4" AGGREGATE BASE COURSE SEE NOTE #1. SUBBASE SEE NOTE #1 NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR. CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE REFUSE ENCLOSURE PLAN NOTES: 1. SEE SITE PLAN FOR LAYOUT OF CONC. LOADING PAD. 2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. 3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. 4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT & STRUCTURAL ENGINEER. 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. SCREENED REFUSE ENCLOSURE NOT TO SCALE 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 ACCESSIBLE SIGN SEE SITE SIGN BASE DETAIL r-BUILDING FACE M ..•• , t • �, t l► ! p • ; i EDGE OF SIDEWALK FACE OF CURB SEE SHEET C6.0 Q a L� L� VAN 9'-0" 8'-0" 9'-0" 9'-0" 4" TRAFFIC STRIPING TRAFFIC BLUE ACCESSIBLE SYMBOL TYP. AND LETTERING 4" TRAFFIC BLUE #3 @ 24" ON CENTER STRIPING @ 45° 2'-0" O.C. EACH WAY NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES & ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE. 9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 900 PARKING STRIPING NOT TO SCALE PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 2'-0" "R z 6" 1 • 1�"R TYPE "B" CURB & GUTTER O PAVEMENT DIMENSIOAI REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 2'-0" „R - z 11"R 5.0% e LIGHT BROOM FINISH TYPE "H" MOUNTABLE CURB & GUTTER O NOTES: 1. CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI @ 28 DAYS 2. CONTRACTION JOINTS @ 120" O.C. TOOLED 14"(± %6", -0) WIDE, 1 " OR MAX. D14 DEPTH WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX. UNLESS NOTED OTHERWISE ON PLANS 3. IF NEEDED, DOWEL INTO ADJACENT CONC. SLAB PER THE EXPANSION JOINT DETAIL. 4. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL. CONCRETE CURB & GUTTER NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com N0. REVISION 0 M Co L Nt 1 4DRIVE 0 co-THRU �4" DRIVE-THRU NOT TO SCALE NOTES: I. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 4. IF STOP SIGNS ARE PROPOSED, "STOP" LETTERING ON STOP BAR DETAIL IS NOT REQUIRED. EDGE OF PAVEMENT OR FACE OF CURB 12" o STOP BAR v I I $ -5 PAVEMENT MARKINGS - 2 NOT TO SCALE 5L10 " SEE PLAN STOP BAR NOT TO SCALE SMOOTH TOOLED" CONTRACTION JOINT FINISH AROUND z ' EXPANSION JOINT ALL EDGES (TYP) (SEE NOTE #1) (SEE NOTE #1) O i t • • �3' 5'-0" (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVE/ PATH) CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT URETHANE JOINT SEALING 6'k6'k6 GAUGE WELDED COMPOUND, 'ZIP STRIP" OR WIRE FABRIC SEATED AND APPROVED EQUAL. SECURED ON STANDS 3000 PSI COMPRESSIVE N J 2"STRENGTH CONCRETE N N 2" MIX PER SPECIFICATION. x z- --� x x... x z� X: ..x..:. X J ` 4"AGGREGATE �z"CONTRACTION JOINT /z" DECK-O-FOAM EXPANSION (SEE NOTE #1) JOINT FILLER W/ PRE -SCORED BASE COURSE STRIP OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED 2" WIDE, 1 " DEEP OR MAX. °-° DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. CONCRETE SIDEWALK NOT TO SCALE SURVEYED: RLH DESIGNED: Apg DRAWN: MMM CHECKED: is BY DATE APPR APPROVED: ADB PAINT SOLID 1'-2" V-0" DIRECTIONAL ARROW NOT TO SCALE 4" PAINTED LINE (TYP.) ACCESSIBILITY SYMBOL 0 M N T C) M ��y� co N 1 u T N Q J NOT TO SCALE NOTES: C'7 1. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE Q CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Q 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, O UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. CID T 4 PAVEMENT MARKINGS - 1 � C10.0 NOT TO SCALE SCALE: / VERTICAL: NAVD 1988 • N A HORIZONTAL: NAD 1983/1991 CITY OF VR I RENTON • I ONE INCH Nxil AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 Know what's below. p Call before you dig. 1 Dial 811 T-4250011 [R--4-25012 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar IL yqi 12/05/2023 CFA DETAILS FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING CN0: 10.0 SHEET: OF: 1 20 O 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