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8'10'60' <br />7'-1" <br />25'30'10'8'10'30' <br />3'-5" <br />10'8'10' <br />4'-1"19'25'19'12'4'-5"3'-11"30'10'1'-6"6'-5"50'60'10'9'10'4'-2"NORTH JACK TONE ROAD4'-6"5'-6"30'3'-11"10'4'-5"7'-11" <br />12' <br />5'35'-7"6"5'73'-3"27'-7"10'8'10'4'25'19'35'-1" <br />76'-2" <br />5'-4" <br />12'-8"12'8'12'4'-6"10' <br />4'4'-6"16'-8"1'-6"4'1'-6"25'11'-1"8'-6"42'-6"10'8'-6" <br />5'-1" <br />19'31'-2" <br />19'8'-6"10'17'25' <br />13'-4"28'-9" <br />12'4'1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />3 3 <br />3 <br />3 <br />4 <br />4 <br />4 <br />4 <br />5 <br />5 <br />5 <br />55 <br />5 <br />6 <br />6 <br />7 <br />7 <br />88 <br />888 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />9 <br />9 <br />10 <br />11 <br />1111 <br />12 <br />25 <br />1313 <br />13 <br />13 13 <br />13 <br />131313 <br />1313 <br />13 <br />13 <br />14 <br />14 <br />14 <br />14 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />16 <br />16 <br />16 <br />17 <br />17 <br />17 <br />17 <br />17 <br />17 <br />18 <br />18 <br />18 18 <br />19 <br />19 <br />20 20 <br />20 20 <br />22 <br />22 <br />24 <br />24 <br />24 <br />22 <br />12 <br />25 <br />26 <br />26 <br />27 <br />28 <br />28 <br />28 <br />28 <br />28 <br />2828 <br />28 <br />28 <br />28 <br />28 <br />28 <br />28 <br />28 <br />28 28 <br />28 <br />28>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>29 <br />29 <br />29 <br />30 <br />30 <br />31 <br />31 <br />31 <br />31 <br />33 <br />33 <br />33 <br />33 <br />33 <br />34 <br />34 <br />34 34 <br />34 <br />34 <br />21 21 <br />21 <br />21 <br />21 <br />21 21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />KEY NOTES <br /><N> MENU BOARD & SPEAKERS <br /><N> PARKING ACCESSIBILITY SIGNS, SEE DO NOT DEVIATE FROM <br />DETAIL <br /><N> SITE ACCESSIBILITY SIGN, SEE <br /><N> BUILDING ACCESSIBILITY SIGN SEE AND <N> LEVEL LANDINGS @ <br />ALL DOORS, LEVEL w/ FINISH FLOOR, MAX 1.95% SLOPE EW. - REFER TO <br />FLOOR PLAN FOR SIZE OF CLR. SPACE REQ. <br /><N> 3' DEEP TRUNCATED WARNING DOMES, SEE MAX 2% SLOPE E.W. <br /><N> FIRE & POLICE DEPT. "KNOX BOX" PER CITY STDS. & SPECIFICATIONS <br />CONFIRM LOCATION WITH FIRE DEPARTMENT AND OWNER. MAY BE ORDERED <br />ONLINE AT www.knoxbox.com. <br /><N> ACCESSIBILITY CROSSWALK MIN. 4' W (MIN.) CONC, SEE SITE PLAN FOR <br />DIMS. COLOR TO BE CONTRASTING COLOR TO ADJACENT AREA OR STRIPED <br />IN WHITE OR CONTRASTING COLOR. SEE DETAIL <br />4.95% MAX. RUN SLOPE MAX 1.95% CROSS SLOPING SIDEWALKS. CONFIRM <br />RUNNING SLOPE WITH CIVILS <br /><N> STRIPING w/ 4" w. STRIPES 3' o.c. ; w/ "NO PARKING" SEE BORDER IN <br />BLUE. TYP @ ALL ADA PARKING <br /><N> CMU TRASH ENCLOSURE SEE DETAIL <br /><N> SINGLE/DOUBLE-HEADED ARROW, PAVEMENT MARKING (SEE SITE <br />DETAILS ON XXX) TYP. <br /><N> WATER METER & BACK FLOW TO REMAIN AND PROTECT TBD <br /><N> CURB SHOWN IN SOLID LINES TYPICAL, CONFIRM WITH CIVILS <br />REPAIR ALL DAMAGED AND/OR OFF-GRADE CONCRETE STREET <br />IMPROVEMENTS AS DETERMINED BY THE CONSTRUCTION MANAGEMENT <br />ENGINEER PRIOR TO OCCUPANCY <br /><E> PROPERTY LINE <br /><E> CURB SHOWN IN DASHED LINES TYPICAL, SEE CIVILS <br /><N> STANDARD PARKING STALLS TO BE 4" WHITE LINES - STRIPED 2'-0" SHORT <br />(1' FRONT/ 1' BACK) OF DIMENSIONED STALLS - EXCEPT DISABLE STALLS TO <br />BE FULL LENGTH & BLUE. <br /><N> AC PAVING, BASE, & CURB PER CIVIL DRAWINGS <br /><N> 2-SPACE BIKE RIBBON STAND SEE <br /><N> CLEARANCE BAR <br /><N> SITE LIGHT TO MATCH <E> SITE LIGHTS, SEE SHEET ELECTRICAL SITE <br />PLAN FOR ADDITIONAL INFORMATION <br /><E> SITE LIGHT TO REMAIN AND PROTECT <br /><N> RAMP W/RUNNING SLOPE NOT TO EXCEED 8.33%, CROSS SLOPE NOT TO <br />EXCEED 2% HANDRAIL REQUIRED ON BOTH SIDES SEE TBD <br /><N> BOLLARD - SEE <br /><N> GAS METER LOCATION TBD <br /><N> DETECTOR LOOPS - REFER TO SHEET xxx FOR ADDITIONAL INFORMATION <br />TBD <br /><N> TRANSFORMER LOCATION. CONFIRM WITH CIVIL UTILITY PLAN TBD <br /><N> LANDSCAPE THROUGHOUT SITE PLAN, SEE LANDSCAPE PLANS. <br /><N> LINE DENOTES ACCESSIBLE PATH OF TRAVEL <br /><N> 8"X12" DISABLED PATH OF TRAVEL SIGN AT 3'-0" TO BOTTOM w/ <br />WHEELCHAIR SYMBOL AND ARROW. SEE DETAIL <br />PROVIDE AND INSTALL SPEECH AND HEARING ASSISTANCE AVAILABLE SIGNS <br />@ DRIVE THROUGH CUSTOMER ORDER DISPLAY AND WINDOWS. <br />EASEMENT, SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. <br />OBJECTS BETWEEN 27" TO 80" ABOVE THE GROUND MAY NOT PROTRUDE <br />MORE THAN 4" INTO THE PATH OF TRAVEL WITHOUT CANE DETECTION <br /><N> WHEEL STOP PER DETAIL XXX TBD <br />1 <br />x <br />xxx2 <br />3 <br />4 x <br />xxx <br />5 x <br />xxx <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />x <br />xxx <br />33 <br />34 <br />GENERAL NOTE: <br />SEE CONCRETE HATCH PATTERN AND CIVIL PLAN FOR CONCRETE THROUGHOUT <br />THE SITE. USE BLACK CONCRETE IN BK DRIVE-THRU AND REGULAR CONCRETE <br />IN OTHER CONCRETE LOCATIONS (INCLUDING CROSSWALK ACROSS DIVE-THRU). <br />ALL DETAILS WILL BE PROVIDED WITH CONSTRUCTION DRAWINGS. <br />CBC CHAPTER 11B: <br />1.ACCESS PATHS OF TRAVEL SHALL: <br /> a. ACCESSIBLE PER ANSI CBC CHAPTER 11B <br /> b. MIN. 4' CLEAR WIDTH <br /> c. MAX. 1.95% CROSS SLOPE <br /> d. PATHS OF TRAVEL (&RAMP TRANSITIONS) CANNOT HAVE ELEVATION <br />CHANGES. ALL TRANSITIONS MUST BE FLUSH <br /> e. MIN. 5'x5' LANDINGS AT ALL DOORS (1.95% MAX. SLOPE IN EACH <br />DIRECTION. INCLUDING TRASH ENCLOSURE DOOR.) <br /> f. DETECTABLE WARNINGS (TRUNCATED DOMES) @ ALL CROSSINGS OF <br />TRAFFIC SHALL BE MIN. 4' W & 3' DEEP <br /> g. ALL WALKS TO BE MIN. 4' CLEAR EXCLUDING CURBS. <br /> h. ALL WALKING SURFACES TO BE FLUSH; MAX VERTICAL REVIATION 1/2" w/ <br />FIRST 1/4" VERTICAL, REMAINDER @ 1:2 SLOPE. <br />RAMPS CURB RAMPS <br />A. SLOPE OF CURB RAMPS CANNOT BE IN EXCESS TO 1:12 SECTION 406 <br />B. WHEN THE SLOPE IN DIRECTION OF TRAVEL EXCEEDS 1:20 IT SHALL <br />COMPLY w/ THE RAMP PROVISIONS OF SECTION 406 (HEAVY BROOM FINISH) <br />C IF A WALKWAY DOES NOT NOT EXCEED A 1:20 SLOPE IT IS NOT A RAMP <br />& DOES NOT FALL UNDER THE REQUIREMENTS OF A RAMP (MEDIUM BROOM <br />FINISH) <br />D CURBRAMPS (6' LONG) MUST HAVE SLOPED COVERED IN FULL LENGTH <br />AND WIDTH W/ YELLOW TRUNCATED DOMES. <br />SITE ACCESSIBILITY NOTES <br />PARKING REQUIRED: <br />PARKING PROVIDED: <br />DRIVE THRU QUEUE: <br />ACCESSIBLE PARKING SPACES: <br />COMPACT CAR: <br />BUILDING AREA: <br />LOT AREA: <br />PAVED/ HARDSCAPE AREA: <br />LANDSCAPE AREA: <br /># OF SEATS: <br />APN #: (LEGAL) <br />AREA <br />PARKING <br />PROPOSED PROJECT STATUS <br />43 <br />42 <br />8x2 <br />4 <br />8 <br />2,306 SF + 2,610 SF <br />48,601 SF <br />36,349 SF <br />7,336 SF <br />TBD <br />259-66-58 <br />PROJECT #: 2021.050BURGER KING & POPEYE'SDATE: 08-11-2020V I G E N516 W. Shaw Avenue, Ste 101I N C.A R C H I T E C T U R E P L A N N I N GFresno, California 93704559.268.2711 www.vigen.comCLIENT:GHAI MANAGEMENTSERVICES, INC.25 E. AIRWAY BLVD.LIVERMORE, CA 94551CONTACT: SUNNY GHAIPHONE: (510) 573-5905SITE : NORTH JACK TONE RD.RIPON, CAA-0.1 <br />BURGER KING AND POPEYE'S SITE PLAN <br />SITE PLAN JACK TONE RD. RIPON, CA <br />SCALE: 1"=20'-0"1