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HomeMy WebLinkAboutR-406314u� \■ 0 W m Q n O CV (N O N Q L� I 00 C3 / O 00 1-1 O O O 00 a w PAINT SOLID PAINT SOLID iv - m CV O RECORD CFA STANDARD DETAILS FOR HI K-FIL-A RENTON C C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 7 SIDEWALK ACCESSIBLE PAINTED ACCESSIBILITY 4 2"X2" SQUARE C11.0 RAMP 6 ACCESSIBLE PARKING SYMBOL C11.0 NOTE: TUBING C11.0 SIGN IN BOLLARD BOLLARD 20SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH AWNING 24„ C11.1 30" VINYL COPY APPLIED TO THE FIRST I - 24" CONCRETE 7 RED SURFACE. Z I 1 - 1 I 6" DIA. SCH. 80 STEEL L J CURB &GUTTER C11.1 I in I I I 'REFLECTIVE' NOTE: PIPE BOLLARD FILLED - 10.39' I I COLOR VERIFY COLORS WITH LOCAL MWITH CONCRETE. MUNICIPALITY. v 30 STOP PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) v 9' EL C11.0 NOT TO SCALE - 1-4" -� 1-4" A° R NOTES: 2 DRIVE-THRU GRAPHICS 1. GENERAL CONTRACTOR SHALL REFER TO C11.0 CHIC A PARKING LOT STRIPING e NOT TO SCALE SPECIFICATIONS, SEE DETAIL C11.0 \ \ 1\ 2. CONTRACTOR SHALL USE WHITE NOTES: 60° PARKING 900 PARKING 1. GENERAL CONTRACTOR SHALL REFER TO REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING e REFLECTIVE PAINT ON CONCRETE. SPECIFICATIONS, SEE DETAIL C11.0 **STANDARD PARKING STALL DEPTH FOR 900 PARKING SHALL BE 18' 2. CONTRACTOR SHALL USE WHITE MINIMUM WHEN NOT IN THE SAME ROW AS 600 PARKING. 600 PARKING STOP REFLECTIVE PAINT ON ASPHALT & YELLOW STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. BAR REFLECTIVE PAINT ON CONCRETE. NOTES PARKING LOT STRIPING SPECIFICATIONS: N 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT STANDARDS: 8" DIAM. EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. LENGTH VARIES a AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, PAINT FULL LANE GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR WIDTH i� 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH OR SURFACE TEMPERATURES ARE BELOW 40°F. o APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A SHOWN ON THE SITE LAYOUT PLAN. GUIDE -ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: 0 4" PAINTED LINE (TYP.) 2^ CENTER "STOP" � 1'- _ 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING AIRLESS IN DRIVE LANE LOT STRIPING SPECIFICATIONS. • PRESSURE 1800-2700 PSI 4" TYP. 14"R 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR • T PSE 0.015" 0.017" PAIN E D STRIPING ON ASPHALT PARKING LOTS. • FILTER 60 MESH • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL 3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 5 CONTCTOR SHALLSTTRIPIINNGONCONCR TEEPA KIINGLOTOWREFLECTIVE PAINT FORS. VM&PNAPTHAR1K3 C11.0 NOT TO SCALE C11.0 NOT TO SCALE CONVENTIONAL 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT TO SIDEWALK. FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 NOTES: NOTES: 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED ATOMIZATION PRESSURE 45-80 PSI 1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. FLUID PRESSURE 40-70 PSI CHICK-FIL-A PARKING LOT STRIPING e PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C11.0 • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL SPECIFICATIONS, SEE DETAIL C11.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON VM&P NAPTHA R1K3 2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR • SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S 3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. GRAPHIC IS NOT REQUIRED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE Al 70 DEGREES F AND 50 % RELATIVE HUMIDITY PAINT WILL DRY WITH NO 0 M DRIVEL 1'-0" U-0" 1'-2" 1'-0" 1'-2" o M 1 DIRECTIONAL ARROW THRU 3"x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 0 WHITE PAINT CONCRETE BLACK 'REFLECTIVE' AFTER CURING AT COLOR ASPHALT LOCATIONS 12" GREEN 'REFLECTIVE' 4000 PSI COLOR CONCRETE 6 8"0 CONCRETE Z BASE r 9 A_ STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) RESER PARKING BLUE'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR R BLUE'REFLECTIVE' I COLOR WITH WHITEVAN - tO ACCESSIBLE 'REFLECTIVE TEXT' -I 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) (CIVIL TO VERIFY SIGN PANELS AND COLORS WITH STATE/LOCAL REQUIREMENTS) 4" THICK CONCRETE ° 1.5% CROSS SLOPE SIDEWALK SECTION 1:20 TRAFFIC PICKUP AFTER 20 MINUTES. MAX NOTE: MAX GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER INSTALL 1" TOOLED RADIUS ON ALL MINIMUM 1% SLOPE �• SF�cS �qq7 OPENING. RAMP EXPOSED EDGES SIMILAR AS AWAY FROM BUILDING. M/y TF FS (BEYOND) SHOWN ON CURB DETAIL MAXIMUM 1.5% SLOPE IN �70rti qt 5 STANDARD PARKING STALL RETAINING CURB (BEYOND) ALL DIRECTIONS AT C11.0 NOT TO SCALE CURB LANDING. �O�\N CONCRETE CONCRETE FLUSH WITH s" PAVEMENT SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 5t��\�, LIGHT BROOM FINISH MONOLITHIC CONCRETE COURSE (MIN) BASE -I 0 \� JP�\ 6 ACCESSIBLE RAMP (3000 PSI) **CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** q GUTTER SLOPE SHALL NOT No, EXCEED 5% AT LANDING AREA. SECTION A -A / P WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT 4•• EXCEED 1.5% pRs LIGHT BROOM FINISH 6\'P\5��yp0 CURB & GUTTER 1 1.0 IF CHANGE IN DIRECTION OR IF s • BOTH RAMP CURBS TO BE RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING cJ LOT STRIPING SPECIFICATION C11.0 7 SIDEWALK ACCESSIBLE RAMP C11.0 NOT TO SCALE g NOT USED gq NOT USED C11.0 NOT TO SCALE C11.0 NOT TO SCALE SMOOTH TOOLED FINISH AROUND }" EXPANSION JOINT 4"CONTRACTION JOINT ALL EDGES AND (SEE NOTE #1)� (SEE NOTE #1) JOINTS (TYP) NOT USED NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com I, • •• •• f O• •hy •s• 1 ~. �. •. �••1 •• i •( w.� R•' s s{ �••• �. a .'R.• �. mot. I I 5'-0" (TYP) CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH LIGHT BROOM FINISH REPORT RECOMMENDATIONS** (PERPENDICULAR TO TRAVEL PATH) URETHANE JOINT SEALING 6"x6"x6 GAUGE WELDED COMPOUND WIRE FABRIC SEATED AND SECURED ON STANDS Z.11 3000 PSI COMPRESSIVE w STRENGTH CONCRETE iv iv MIX PER SPECIFICATION. (" CONTRACTION JOINT T" DECK-O-FOAM EXPANSION z 4" AGGREGATE (SEE NOTE #1) BASE COURSE JOINT FILLER W/PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT 11 TYPICAL CONCRETE SIDEWALK C11.0 NOT TO SCALE NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED }" 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. SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ 18" Circle WHITE REFLECTIVE' Left [Drive uilding LETTERS FOr urn -Thru FACE:ervice 3M REFLECTIVE COPY Only (#3272 RED)COLOR C F CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 18" WHITE 'REFLECTIVE' Right LETTERS Turn FACE: 3M REFLECTIVE COPY Only (#3272RED)COLOR R�eian D G RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) -I 1= 18" 30„ :I I I- _ BLACK I I I I_ REFLECTIVE' LI -1II « ' I -I 1=1II COLOR O NOT ,. ' • III=1 O N E D = I=1 1= N WAY WHITE M -III . " III -III REFLECTIVE' COLOR ENTER _� I I I tll 11=1 11=1 I•I I I III I• IIIII I II I I Ill llllllillllilllllI1 1IIII IIIIIIIII- - E H 2'4" ONE WAY SIGN DO NOT ENTER (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) BOLLARD MOUNTED SIGN DETAIL 6 DIRECTIONAL SIGNAGE C11.0 NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" g NOT USED C11.0 NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK -OF -SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS. BUILDING FOOTING. 4" 4" AGGREGATE - BASE COURSE MIN. *CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** 7.0' MIN. SLOPE 1.5% MAX. 24" CONCRETE PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURB & GUTTER SECTION NOT TO SCALE �.RF5 JENS G pF W y� 'L o z ,p 47671 �c7s F01 S 1 ERF' s/ONA L F -51 SCALE: VERTICAL: NAVD 1988 N/A / HORIZONTAL: NAD 1983/1991 CITY OF RENTON • I ONE INCH Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0® Know what's below. p Call before you dig. 1 Dial 811 T- 406301 R- 406314 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: RECORD CFA STANDARD DETAILS F12/19/2019 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C 1 1 .0 STORE NO.:04249 SHEET:19 OF:24