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HomeMy WebLinkAboutC23000412_Chick Fil A_Approved Civil Plan 12052023IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=60' GEOTECHNICAL ENGINEER ENGINEER/LANDSCAPE/ SITE INFORMATION FLOOD ZONE R-425001 SURFACE WATER UTILITY JFarah 11/21/2023 WATER UTILITY ABDOUL GAFOUR 11/21/2023 REGIONAL FIRE AUTHORITY cthomas 11/22/2023 APPROVED WASTEWATER UTILITY jstowell 11/27/2023 CURRENT PLANNING AVanGordon12/05/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 RAIN IER AVE S IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440*** SCALE: 1"=20' R-425002 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=30' R-425003 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425004 DEVELOPMENT ENGINEERING yqi 12/05/2023 EXISTING ⅊ SCALE: 1"=10' IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425005ADA RAMP DETA IL #1SEE DETA IL ON TH IS SHEET ℄ REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISH ED 09/28/2023 RELINQUISHED 09/28/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 SCALE: 1"=10' IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425006 before you dig. Dial 811 below.Know what'sCall DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20' R-425007 SURFACE WATER UTILITY JFarah 11/21/2023 REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISH ED 09/28/2023 REC NO. 20230928000786 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425008 SURFACE WATER UTILITY JFarah 11/21/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425009 SURFACE WATER UTILITY JFarah 11/21/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20' R-425010 REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISHED 09/28/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=30' R-425011 REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISH ED 09/28/2023 RELINQUISHED 09/28/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20' W-425012S-425001WTR-27-4250WWP-27-4250WASTEWATER UTILITY jstowell 11/27/2023 REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISHED 09/28/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440W-425002S-425002WTR-27-4250WWP-27-4250WASTEWATER UTILITY jstowell 11/27/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20' W-425003S-425003WTR-27-4250WW9-27-4250WASTEWATER UTILITY jstowell 11/27/2023 REC NO. 20230928000786 REC NO. 20230928000786 RELINQUISHED 09/28/2023 DEVELOPMENT ENGINEERING yqi 12/05/2023 4" PAINTED LINE (TYP.) 8" DIAM.1'-4"10"1'-10"8"1'-2" 14"R 3'R PAINT SOLID PAINT SOLID 1'-2"1'-8"1'-8"1'-2"3'-0" 1'-0"1'-2"1'-0"1'-2"3'-0"3'-0"NOTES: 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 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. ACCESSIBILITY SYMBOL NOT TO SCALE DIRECTIONAL ARROW NOT TO SCALE 6'-0"6'-0"PAVEMENT MARKINGS - 1 NOT TO SCALE 4 C10.0 1'-8"3'-0"1'-4"3'-0"8"4" 1'-8" 4" 4"8"4" DRIVE-THRU NOT TO SCALE STOP BAR NOT TO SCALE3'-0"1'-8" 12" SEE PLAN 5 1/2" 10" EDGE OF PAVEMENT OR FACE OF CURB 1'-8"1'-8" STOP BAR 8'-5" 1'-8"4'-0"EDGE OF PAVEMENTOR FACE OF CURB5 1/2" PAVEMENT MARKINGS - 2 NOT TO SCALE 3 C10.0 NOTES: 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 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. 90° PARKING STRIPING NOT TO SCALE 2 C10.0 20'-0"TYP.4" TRAFFIC STRIPING VAN 4" TRAFFIC BLUE STRIPING @ 45° 2'-0" O.C. ACCESSIBLE SIGN SEE SITE SIGN BASE DETAIL TRAFFIC BLUE ACCESSIBLE SYMBOL AND LETTERING EDGE OF SIDEWALK FACE OF CURB 9'-0"8'-0"9'-0"9'-0" TYP. BUILDING FACE 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 SEE SHEET C6.0 1 C10.0 CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE SUBBASE SEE NOTE #1 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION.6"2"XXXX 4" AGGREGATE BASE COURSE 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. #3 @ 24" ON CENTER EACH WAY CONCRETE CURB & GUTTER NOT TO SCALE 6 C10.0 TYPE "B" CURB & GUTTER 112"R 1"6" 2'-0" PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R 6"12"A 34" PER FT. TYPE "H" MOUNTABLE CURB & GUTTER 112"R 7" PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 12"R B LIGHT BROOM FINISH 6" 5.0% MAX. NOTES: 1.CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI @ 28 DAYS 2.CONTRACTION JOINTS @ 1-'0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 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. 2'-0" CONCRETE SIDEWALK NOT TO SCALE 7 ##### X X X XX X XXXXXX 12" EXPANSION JOINT (SEE NOTE #1) SMOOTH TOOLED FINISH AROUND ALL EDGES (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL PATH) CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 5'-0" (TYP)2"2"4"2" 12" CONTRACTION JOINT (SEE NOTE #1) CONTRACTION JOINT 3000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION.2"2"4"EXPANSION JOINT 12" CONTRACTION JOINT (SEE NOTE #1)SEE PLAN4" AGGREGATE BASE COURSE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND, "ZIP STRIP" OR APPROVED EQUAL.14TNOTES: 1.JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SCREENED REFUSE ENCLOSURE NOT TO SCALE 5 C10.0 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. Dial 811 Callbefore you dig. below.Know what's R-425012T-425001TRO-41-4250DEVELOPMENT ENGINEERING yqi 12/05/2023 6 C10.1 CEMENT CONCRETE BARRIER CURB NOT TO SCALE 5 C10.1 18" STEP-OFF CURB NOT TO SCALE 6"12" 2.5" 12" EXPANSION JOINT PER DETAIL THIS SHEET #3 REBAR @ 18" O.C. (VERT) & #3 REBAR @ 18" O.C. (HORIZ) C0NTINUOUS LOCATE ALL BARS MIN. OF 2-1/2" CLEAR FROM FACE OF CONCRETE 2 C10.1 PAVEMENT EDGE DETAIL NOT TO SCALE ASPHALT PAVEMENT AND BASE COURSEPAVEMENTTHICKNESSSEE NOTE #112"10" MINREQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 7 C10.1 EXPANSION JOINT NOT TO SCALE 114" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTH DOWEL 2" (MIN.)6" TYPICAL (SEE GEOTECHREPORT FOR RECOMMENDATIONS12 DEPTHNOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT) #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE THIS END XXX 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T4 C10.1 CONTRACTION JOINT NOT TO SCALE VERTICAL SAW CUT 38" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 14" NO SEALING COMPOUND)6" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTH WAYS SUBBASE SEE NOTE #2 NOTES: 1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 3 C10.1 DRIVE-THRU ORDER POINT ISLAND NOT TO SCALE 6" PIPE BOLLARD FILLED w. CONCRETE PAINTED DARK BRONZE 6" 6" PIPE BOLLARD PAINT 2" TOP OF CURB YELLOW PAINT FACE OF CURB YELLOW12"CANOPY ABOVE MENU BOARD ISLAND CURB ELEVATION3'-0"8'-0" ISLAND PLAN 8 ##### CJ CJC J CJ EJ EJEJ EJ6' 12' CONC. SLAB POURED W/ ISLAND RESUME TYP. CJ PATTERN RESUME TYP. CJ PATTERN EXTEND CJ THROUGH CURB (TYP.)CJ = CONTRACTION JOINT EJ = EXPANSION JOINT 1 C10.1 CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE ASPHALT PAVEMENT AND BASE COURSE #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE 6" SUBBASE SEE NOTE #1 #3 @ 24" ON CENTER EACH WAY 4000 PSI COMPRESSIVE STRENGTH CONCRETE 12"6"MIN.6" AGGREGATE BASE COURSE SEE NOTE #1.10" MIN9"PAVEMENTTHICKNESSSEE NOTE #1NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR.2"GEOTECHNICAL ENGINEERING REPORT JOB NUMBER: 26205050 DATE: DECEMBER 21, 2020 8 ##### CONCRETE BOLLARD NOT TO SCALE 6"° STEEL PIPE (SCHEDULE 80) FILLED WITH CONCRETE PAINT BOLLARD WITH DARK BRONZE TONE EXTERIOR ENAMEL PAINT AT DRIVE THRU. PAINT BOLLARD WITH BRONZE COLOR AT ALL OTHER LOCATIONS. ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH ASPHALT PAVEMENT APPLICATIONS CONCRETE PAVEMENT/ SLAB APPLICATIONS 2'-6"6"2'-0" TROWELED, ROUNDED CONCRETE 7 C10.1 EXPANSION JOINT 3'-0" UNLESS NOTED OTHERWISE5'-0" AT DRIVE-THRU WINDOWIN COMPLIANCE WITH CITY OF RENTON STANDARDS CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440Dial 811 Callbefore you dig. below.Know what's R-425013 DEVELOPMENT ENGINEERING yqi 12/05/2023 TYPICAL HMAC PAVEMENT SECTION NOT TO SCALE 2 C10.2 EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 4" ASPHALT SURFACE COURSE, SEE NOTE 2 7" THICK AGGREGATE BASE COURSE 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. SUBBASE SEE NOTE #1 STOP VAN ACCESSIBLE RESERVEDPARKING NOTE: SIGNS SHALL BE FABRICATED USING S/F 0.08 NON-ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. RED 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR3"x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 30"30"7'-0"2'-0" (MIN.)1"8"Ø CONCRETE BASE GREEN 'REFLECTIVE' COLOR BLUE 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR BLUE 'REFLECTIVE' COLOR WITH WHITE 'REFLECTIVE TEXT' 2"x2" SQ. TUBING 1"R 12"18"6"LETTERING STYLE TO BE HELVETICA MEDIUM NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. D RIGHT TURN ONLY SIGN (REFER TO SIGN PACKAGE) C CIRCLE BUILDING FOR DRIVE-THRU SIGN (REFER TO SIGN PACKAGE) E ONE WAY SIGN (REFER TO SIGN PACKAGE)24"18"24"18" B ACCESSIBLE PARKING SIGN (MUTCD R 7-8 AND R 7-8P5) NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" A STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) WHITE 'REFLECTIVE' LETTERS FACE: 3M REFLECTIVE COPY (#3272 RED)COLOR G PEDESTRIAN CROSSWALK (REFER TO SIGN PACKAGE) F LEFT TURN ONLY SIGN (REFER TO SIGN PACKAGE)24"18"18.5"12" BLACK 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 4000 PSI CONCRETE 2'-6"6"2'-0"7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN2"X2" SQUARE TUBING PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 3'-0"7'DIRECTIONAL SIGNAGE NOT TO SCALE 6 C10.2 30"30"ENTER DO NOT H DO NOT ENTER (REFER TO SIGN PACKAGE) 12"18.5"WHITE 'REFLECTIVE' COLOR pedestriancrosswalk Circle ONE WAY Right Turn Only Left Turn Only WHITE 'REFLECTIVE' LETTERS FACE: 3M REFLECTIVE COPY (#3272 RED)COLOR Building For Drive -Thru Service ORDER POINT STRIPING NOT TO SCALE 5 C10.2 3 C10.2 MENU BOARD MICROPHONE SPEAKER DRIV E T H R U L A N E CON C R E T E P A VI N G 1 2 2 5 3 4 6 7 1 2 3 4 5 6 7 PREFAB (FOLDED) LOOP (1.5' x 5') 1/2" PVC COUPLING 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1/2" PVC CORNER FITTING 1/2" PVC 90° ELBOW 1/2" PVC TUBING (2' LENGTH) PARTS LIST ISOMETRIC VIEW MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW) NOT TO SCALE NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 12 - 18"3'3'3'7.5'LOOP 1.5 x 5 FEET 9' - 9.5' NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONDUIT FROM BUILDING MENU BOARD FOUNDATION MENU BOARD LOOP SUPPORT VEHICLE LOOP DETECTOR DRIVE THRU LANE CONCRETE PAVING 2" CLEAR BETWEEN LOOP AND SURFACE PLAN VIEW SECTION VIEW 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 1 4 2 5 MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE 4 C10.2 1 2 3 4 5 6 7 PREFAB (FOLDED) LOOP (1.5' x 5') 1/2" PVC COUPLING 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1/2" PVC CORNER FITTING 1/2" PVC 90° ELBOW 1/2" PVC TUBING (2' LENGTH) PARTS LIST 9'-0"9'-0"8'-6"2'-0"PIVOT FLAT CUT ALUMINUM COPY ON FACE OF ARM FACING ENTRY TO DRIVE-THRU TO MATCH SW #5403 GRAY DRIVE-THRU LANE 13'-6" 3" x 3" x 316" HSS w/ CAPPED ENDS FOOTING DESIGN SHOWN FOR REFERENCE ONLY. FOOTING DESIGN PER SIGN PLAN WITH SEPARATE FOOTING PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440Dial 811 Callbefore you dig. below.Know what's R-425014T-425002TRO-41-4250DRIVE THRU CLEARANCE BAR NOT TO SCALE 1 C10.2 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. 6" x 6" x 316" HSS ST'L. SQ. HSS ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN STANDARDS DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE 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. R-425015 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440SECTION A-A NOT TO SCALE R-425016 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250ALEX D O NALD B E L L PRO FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI NG TON21036182 C23000412PR18-000439LUA 21-000440R-425017 DEVELOPMENT ENGINEERING yqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDSDial 811Callbefore you dig.below.Know what'sCHICK-FIL-A RENTONTED-40-4250 C23000412PR18-000439 LUA 21-000440TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevin Roletto, P.E.Phone: 425-250-058310/13/2023R-425018TRANSPORTATION OPERATIONcbarnes 11/29/2023TRANSPORTATION OPERATIONcbarnes 11/29/2023DEVELOPMENT ENGINEERINGyqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDSDial 811Callbefore you dig.below.Know what'sCHICK-FIL-A RENTONTED-40-4250 C23000412PR18-000439 LUA 21-000440TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevin Roletto, P.E.Phone: 425-250-058310/13/2023R-425019TRANSPORTATION OPERATIONcbarnes 11/29/2023DEVELOPMENT ENGINEERINGyqi 12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-000440L1 LANDSCAPE NOTES 1 LANDSCAPE NOTES N/A DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 PRESERVE AND PROTECT 20" ACER RUBRUM 6 STALLS 3 STALLS 4 STALLS 9 STALLS 3 STALLS 5 STALLS 4 STALLS 3 STALLS 6 STALLS 437 SF 407 SF PRESERVE & PROTECT EXISTING OFF SITE SHRUBS THIS SIDE OF SITE, TYP. 51.8' P A R KI N G L O T F R O N T A G E 242.9 ' PARK ING LOT FRONTAGE EXISTING LANDSCAPING TO BE RETAINED, TYP. EXISTING LANDSCAPING TO BE RETAINED PROPOSED PATIO. SEE PAVER DETAILS AND NOTES THIS SET. SEE CIVIL SET FOR GRADING 376 SF 205 SF 231 SF 445 SF 330 SF PROPOSED PLAZA. SEE PAVING INFORMATION THIS SET 10' PRESERVE AND PROTECT EXISTING DECIDUOUS TREE PRESERVE AND PROTECT EXISTING DECID. STREET TREES BETWEEN SIDEWALK & STREET - (5) TOTAL PRESERVE AND PROTECT EXISTING DECID. TREES ON EAST SIDE OF SITE - (5) TOTAL PRESERVE AND PROTECT EXISTING DECIDUOUS PARKING LOT TREES - (2) TOTAL. EXISTING TREES DO NOT COUNT TOWARDS THE REQUIRED INTERIOR PARKING LOT TREES 6 STALLS 4 STALLS 6' 7.5'8.8' 23.5'19.8' 18' 24'16'7.3' 16.5' 5' 2.9' 10' 8' 14'20.7 '7.8 '52.2'22.5 '10.8' EXISTING SCREENWALL EXISTING LANDSCAPING TO BE RETAINED. INSTALL SUPPLEMENTAL PLANTS AS SHOWN. SHIFT LOCATIONS OF NEW PLANTS AS NECESSARY IN ORDER TO AVOID IMPACTING EXISTING PLANTS 21.2'22.5 ' 390 SF 19.3' INSTALL NEW PLANTS AMONGST EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING 23.1'21.4 ' INSTALL NEW PLANTS AMONGST EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING 6 STALLS 437 SF 1 STALL 205 SF 117 SF 6' 7.5'8.8' 23.5'19.8' 10'10.8' 21.2' EXISTING DECIDUOUS TREE TO REMAIN - PARKING LOT PERIMETER LANDSCAPING 3,367 SF - STREET FRONTAGE LANDSCAPING 3,165 SF INCLUDES LANDSCAPING WITHIN ROW - ADDITIONAL PARKING LOT LANDSCAPING 2,115 SF DOES NOT CONTRIBUTE TO THE REQUIRED INTERIOR PARKING LOT LANDSCAPING - EXISTING LANDSCAPE TO REMAIN 716 SF PRESERVE AND PROTECT ALL EXISTING VEGETATION AND OTHER LANDSCAPING DESIGNATED TO REMAIN. CONTRACTOR SHALL REPLACE DAMAGED VEGETATION AND REPAIR ALL DAMAGED LANDSCAPING RESULTING FROM CONSTRUCTION AND RELATED ACTIVITIES. - EXISTING EVERGREEN TREE TO REMAIN IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004402 LANDSCAPE REQUIREMENTS & CALCULATIONS 1" = 20'-0" NOTES: 1.PROPERTY ZONED "COMMERCIAL ARTERIAL (CA)" 2.54 TOTAL PARKING STALLS PROPOSED (33 EXISTING STALLS TO REMAIN IN ORIGINAL LOCATIONS PLUS 21 STALLS ADDED IN RE-CONFIGURED AREAS) 3.TREE SIZE AS DIAMETER AT BREAST HEIGHT(DBH) MEANS TREE CALIPER IS TO BE MEASURED AT 4.5' ABOVE GRADE. L2 LANDSCAPE REQUIREMENTS & CALCULATIONS ABOVE-GROUND UTILITY SYMBOL DESCRIPTION HEAVY DASHED LINE INDICATES INTERIOR PARKING LOT LANDSCAPING LANDSCAPE BEDS LESS THAN 8 FT. WIDE DO NOT CONTRIBUTE TO INTERIOR PARKING LOT LANDSCAPING, TYP. EXISTING LIGHT POLE LANDSCAPE BEDS LESS THAN 8 FT. WIDE DO NOT CONTRIBUTE TO INTERIOR PARKING LOT LANDSCAPING, TYP. PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE PARKING LOT TREE SYMBOL DESCRIPTION QUANTITY PROPOSED TREE - SEE SHEET L3 WALL TO SCREEN UTILITY VAULT PARKING LOT TREE DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 PRESERVE AND PROTECT 20" ACER RUBRUM PRESERVE & PROTECT EXISTING OFF SITE SHRUBS THIS SIDE OF SITE, TYP. M N NN N Ma Ma Ma Ma Ma Ma Ma MnMnMn MnMnMn Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Mn MnMn Mn Mn Vo Vo Vo D D D Mn MnMn Mn Mn Mn Mn Mn Mn Mn Mn Mn D D D F F FF F Vo Vo Vo Sf SfSf Sf SfSf SfSf Mn Mn Mn Mn sbsbsb sb sb sb Mn Mn Mn Mn Mn Mn Mn D D EXISTING LANDSCAPING TO BE RETAINED, TYP. EXISTING LANDSCAPING TO BE RETAINED SfSf Sf Sf Sf PROPOSED PATIO. SEE PAVER DETAILS AND NOTES THIS SET. SEE CIVIL SET FOR GRADING F F Vo Vo Ma Ma Ma Ma Ma Ma Ma Ma NN NN N F F F F FFF M R R R MnMn Mn Mn Mn Sf R RNN RR R RR R R R R R N N Vo Vo VoVo N N N MnNNN sb sbNN N Ma Ma Ma Ma Ma Ma R R R Mn Mn R Sf Sf Sf Sf Sf Sf Sf MaMaMaMnMnMn Ma MaMaMnMn Mn Mn N Ma PROPOSED PLAZA. SEE PAVING INFORMATION THIS SET Ma Ma Ma R PRESERVE AND PROTECT EXISTING DECIDUOUS TREE PRESERVE AND PROTECT EXISTING DECID. STREET TREES BETWEEN SIDEWALK & STREET - (5) TOTAL PRESERVE AND PROTECT EXISTING DECID. TREES ON EAST SIDE OF SITE - (5) TOTAL PRESERVE AND PROTECT EXISTING DECIDUOUS PARKING LOT TREES - (2) TOTAL. EXISTING TREES DO NOT COUNT TOWARDS THE REQUIRED INTERIOR PARKING LOT TREES Vo N Mn Mn N Ma Mn EXISTING SCREENWALL MaMaMaMaMaMaMaMaMa Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma Ma MMM sb Mn Ma Ma R R R R R R Sf Ma Ma Ma Sf Sf Sf Sf Sf Ma Ma Ma Ma Sf Vo Vo EXISTING LANDSCAPING TO BE RETAINED. INSTALL SUPPLEMENTAL PLANTS AS SHOWN. SHIFT LOCATIONS OF NEW PLANTS AS NECESSARY IN ORDER TO AVOID IMPACTING EXISTING PLANTS R R Ma Ma Vo Vo Vo Mn Mn Ma Ma Ma Sf Sf SfRR R Vo Vo Vo D D D D D D Ma Ma Ma Vo Vo Sf Sf Sf D D Vo Vo Ma Ma Ma N N N Sf Sf Sf INSTALL NEW PLANTS AMONGST EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING DD D SfSf D Sf Mn MnMn SfSf Sf SfSfRRSf R R Mn Sf Sf R R Mn Sf Sf R R Mn Sf Sf INSTALL NEW PLANTS AMONGST EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING Vo Vo Vo R R R Ma Ma Sf Sf Sf Sf Sf R R R Vo Vo Vo Vo Sf Sf Sf Sf Sf Sf D D D D D D D Sf SfSf D D M DDD Sf SfSf Sf Mn FFFF FF F VoVo Vo Vo N NN N Mn MnMn Mn Mn Mn Mn Mn D D D F F FF F Sf SfSf Sf SfSf SfSf Mn Mn Mn sbsbsb sb sb sb Mn Mn Mn D D F F M R R R MnMn Mn Mn Mn SfSf Sf R RNN VoMnMnMn R R R R R R Sf Sf Sf Sf SfR MaMaMaMaMaMaMaMaMaMaMaMaMaMaMaMaMa Ma Ma Ma Ma Ma Ma Ma Ma MaMa Ma Ma Ma MaMMM MaMa Ma sb Mn Ma Ma Ma Sf Sf Sf SEE 'GRADING AT PARKING LOT PLANTERS' DETAIL, THIS SET IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004403 LANDSCAPE PLAN 1" = 20'-0" L3 LANDSCAPE PLAN EXISTING LIGHT TRASH ENCLOSURE SEE 'GRADING AT PARKING LOT PLANTERS' DETAIL, THIS SET PROPOSED LIGHT - SEE CIVIL AND LIGHTING PLANS EXISTING LIGHT POLE. STREET TREES MINIMUM 10' AWAY FROM LIGHT PROPOSED SCREENWALL. SEE DRAWING SET AND SPECIFICATIONS BY WARE-MALCOMB PROPOSED SCREENWALL. SEE DRAWING SET AND SPECIFICATIONS BY WARE-MALCOMB DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 TREES QTY BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE 5 ACER CIRCINATUM / VINE MAPLE B & B 2" DBH OR 3" TOTAL MULTI-STEM LOW NATIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. MIN. 3 STEMS 8 CORNUS NUTTALLII / PACIFIC DOGWOOD B & B 2" DBH LOW NATIVE DECIDUOUS NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. 14 PSEUDOTSUGA MENZIESII `FASTIGIATA` / FASTIGIATA DOUGLAS FIR B & B 6` MIN HT LOW NATIVE EVERGREEN FULL AND MATCHING, STAKE AND GUY ONE YEAR 3 ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVA B & B 2" DBH LOW ADAPTIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. STREET TREE SHRUBS QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE 32 BLECHNUM SPICANT / DEER FERN #2 LOW NATIVE EVERGREEN 36" o.c. 120 MAHONIA AQUIFOLIUM / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY 65 MAHONIA AQUIFOLIUM 'COMPACTA' / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY 28 MAHONIA NERVOSA / OREGON GRAPE #2 LOW NATIVE EVERGREEN 42" o.c. FULL AND BUSHY 5 MORELLA CALIFORNICA / CALIFORNIA WAX MYRTLE #2 LOW NATIVE EVERGREEN 72" o.c. FULL AND BUSHY 72 POLYSTICHUM MUNITUM / WESTERN SWORD FERN #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY. MIN. 3 FRONDS 45 RIBES SANGUINEUM / RED FLOWERING CURRANT #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY 9 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY 37 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY GRASSES QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE 21 FESTUCA IDAHOENSIS / IDAHO FESCUE #2 LOW NATIVE DECIDUOUS 24" o.c. FULL TOP GROWTH GROUND COVERS QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE 363 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL.LOW NATIVE EVERGREEN 30" o.c. FULL TOP GROWTH, WELL ROOTED 155 GAULTHERIA SHALLON / SALAL 1 GAL.LOW NATIVE EVERGREEN 30" o.c. FULL TOP GROWTH, WELL ROOTED D Ma Mn N M Sf R sb Vo F PLANT SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-000440L4 PLANT SCHEDULE 4 PLANT SCHEDULE N/A NOTES 1.SEE ELECTRICAL PLANS FOR PLAZA ILLUMINATION PLAN AND DETAILS. 2.SEE CIVIL SET FOR SPOT ELEVATIONS. 3.PLAZA PAVER SPECIFICATIONS: 3.1.PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE CUTSHEET THIS SHEET. 3.2.PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 3.3.PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER COURSE EDGE. SEE DETAILS THIS SHEET. HERRINGBONE PAVER COLOR: MAUNA LOA SOLDIER COURSE (BORDER) PAVER COLOR: INCA 3.4.OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK. 3.5.EFFLORESCENSE: PAVER SHALL BE RATED "NOT EFFLORESCED" WHEN TESTED ACCORDING TO ASTM C67. SOLDIER COURSE EDGE PLAZA PAVER DETAILS AND NOTES NOTES TOTAL SHRUBS AND GRASSES PROPOSED: 434 TOTAL EVERGREEN SHRUBS PROPOSED: 359 82.7% SHRUBS ARE EVERGREEN 100% OF PROPOSED GROUND COVER IS EVERGREEN DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004405 LANDSCAPE AND PLANTING DETAILS VARIES L5 LANDSCAPE DETAILS DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004406 IRRIGATION PLAN 1" = 20'-0" L6 IRRIGATION PLAN EXISTING IRRIGATION POINT OF CONNECTION UTILIZING EXISTING 1" WATER METER NO IRRIGATION FOR LANDSCAPING WITHIN RIGHT OF WAY NO IRRIGATION FOR LANDSCAPING WITHIN RIGHT OF WAY LANDSCAPE CONTRACTOR TO COORDINATE WITH G.C. ANY IRRIGATION SLEEVES PROPOSED SIDEWALK. SEE CIVIL SET PROPOSED SIDEWALK. SEE CIVIL SET LANDSCAPE IRRIGATION NOTE CONNECT TO EXISTING IRRIGATION SYSTEM. CONTRACTOR TO CONFIRM POINT OF CONNECTION LOCATION, CONTROLLER LOCATION, RAIN SENSOR LOCATION AND CAPACITY OF EXISTING IRRIGATION SYSTEM AND ITS CONTROLLER TO PROVIDE FOR NEW VALVES DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004407 IRRIGATION NOTES & DETAILS N/A L7 IRRIGATION NOTES & DETAILS LANDSCAPE IRRIGATION NOTES DRIP IRRIGATION VALVE NOT TO SCALE DRIPLINE BURIAL NOT TO SCALE DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004408 IRRIGATION DETAILS N/A L8 IRRIGATION DETAILS 4" - 6" Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 DRIPLINE CENTER FEED LAYOUT NOT TO SCALE DRIPLINE END FEED LAYOUT NOT TO SCALE · · · · 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 Inlet Pressure psiNominal Flow (gph) 12" Spacing Nominal Flow (gph) 18" Spacing 24" Spacing Nominal Flow (gph) Dripline Maximum Lateral Lengths (Feet) · · · · DRIPLINE IRREGULAR SHAPED LAYOUT NOT TO SCALE DRIPLINE ODD CURVES LAYOUT NOT TO SCALE DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023 EXISTING LANDSCAPING TO BE RETAINED, TYP. Sf Sf Sf Sf Sf PROPOSED PATIO. SEE PAVERS DETAILS AND NOTES THIS SET. SEE CIVIL SET FOR GRADING NN NN N F F F F F F F PROPOSED PLAZA. SEE PAVING INFORMATION THIS SET SIDEWALK & STREET - (5) TOTALVoSfD N N N Sf Sf Sf INSTALL NEW PLANTS AMONGST EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING DD D SfSf D Sf Mn Mn Mn Sf Sf IN COMPLIANCE WITH CITY OF RENTON STANDARDS Dial 811 Callbefore you dig. below.Know what's CHICK-FIL-A RENTON TED-40-4250C23000412PR18-000439LUA 21-0004409 PATIO PLAN N/A L9 PATIO PLAN NOTES 1.SEE CIVIL PLAZA GRADING SHEET C4.1, FOR SPOT ELEVATIONS, AND WALL HEIGHTS. 2.PLAZA PAVER SPECIFICATIONS: 2.1.PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE CUTSHEET THIS SHEET. 2.2.PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 2.3.PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER COURSE EDGE. SEE DETAILS THIS SHEET. HERRINGBONE PAVER COLOR: MAUNA LOA SOLDIER COURSE (BORDER) PAVER COLOR: INCA 2.4.OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK. 2.5.EFFLORESCENSE: PAVER SHALL BE RATED "NOT EFFLORESCED" WHEN TESTED ACCORDING TO ASTM C67. SOLDIER COURSE EDGE 1.APPROXIMATE LOCATION FOR EXISTING RECESSED WALL MOUNTED LIGHTS IN RAISED PLANTERS/RAISED TAPERED PLANTER WALLS. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL PLANS FOR LOCATIONS AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS THIS SHEET. 2.EXISTING BENCH BY BENCHMARK DESIGN GROUP WENDOVER BENCH - 4131 80" W X 22" D X 36" H FINISH #34 FINE TEXTURED BRONZE 449/96511 EX. RAISED CONCRETE PLANTER BOX. PEDESTRIAN PLAZA WALKING SURFACE PAVERS HERRINGBONE PATTERN, TYP. SEE NOTES THIS SHEET. PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER COURSE BORDER TO MATCH GRADES OF PROPOSED WALKING SURFACE AND EXITING PLANTER BOX. SEE NOTES THIS SHEET. SEE CIVIL PLANS FOR GRADING INFO. PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER COURSE BORDER, TYP. SEE NOTES THIS SHEET. PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER COURSE BORDER, TYP. SEE NOTES THIS SHEET. HEX TABLE WITH UMBRELLA. SEE ARCHITECTURAL PLANS FOR DETAILS. HEX TABLE WITH UMBRELLA. SEE ARCHITECTURAL PLANS FOR DETAILS. TRASH RECEPTACLE SEE ARCHITECTURAL PLANS FOR DETAILS. PLAZA PLANT SCHEDULE FESTUCA IDAHOENSIS / IDAHO FESCUE N F Sf ORNAMENTAL GRASS SYMBOL BOTANICAL NAME/COMMON NAME MAHONIA NERVOSA / LOW OREGON GRAPE POLYSTICHUM MUNITUM / SWORD FERN FERN SHRUB NOTE: ALL PROPOSED PLANT MATERIAL, EXCEPT STREET TREES, IS NATIVE TO THE PUGET SOUND REGION SEE SHEET L-4 FOR FULL PLANT SCHEDULE DEVELOPMENT ENGINEERING yqi 12/05/2023 CURRENT PLANNING AVanGordon12/05/2023