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7M PI SE CO = r <br /> i24'-C <br /> EXIST DRIVEWAY <br /> J <br /> W <br /> *w U y <br /> O <br /> U <br /> y OL <br /> *w <br /> N N <br /> I I <br /> N <br /> � h <br /> O O <br /> K a <br /> Professlanal of Record: <br /> EXIST McDONALD'S <br /> RESTAURANT P,il <br /> DESIGN <br /> Architectural <br /> I \ Solutions Group <br /> 8 70 d, <br /> s <br /> r 19401 40TH AVENUE W.#420 <br /> - I e LYNNWOOD.WA 98038 <br /> B <br /> 2 •j AMANDAMARTIN <br /> —e PROGRAM MANAGER <br /> 1 a amartin@pmdpinc.com <br /> 'P < T 6 a KEN McCRACKEN <br /> 12 ARCHITECT <br /> 7 io�R <br /> 1 <br /> EXPIRATION DATE:06/22/25 <br /> 6 <br /> 9664 <br /> REGISTERED <br /> 79 `Q <br /> s ARCHITECT <br /> P. <br /> !(� STATE OF WASHINGTON <br /> SIG <br /> 2 (f <br /> �w !p Seal NA DATE:04 >724 <br /> N � � <br /> k � J .nao =ega <br /> o J oBa <br /> N 4cx� a <br /> o `8 <br /> GENERAL NOTES :p is ar aRE <br /> y 1. EXISTING SITE, DRIVE—THRU SIGNAGE AND <br /> PAVEMENT BRANDING TO REMAIN AS IS. V'�•4 m° �« <br /> p <br /> i 2. VERIFY PAVEMENT SIZE AND COLOR WITH Q `o <br /> McDONALD'S ACM. o'o <br /> .. C ism£°& <br /> c 30 °`goo <br /> O PROPOSED SITE BRANDING KEYED NOTES <br /> vo <br /> NEW CONCRETE ACCESSIBLE PARKING STALL AND ACCESS FILL ELONGATED PAVEMENT OPENINGS S mti <br /> ❑ <br /> 7 AISLE, 2% MAX. SLOPE IN ANY DIRECTION, FULL LENGTH e <br /> o GREATER THAN 1/2". <br /> o AND WIDTH — SEE DETAIL 10/SD.1. NEW AREA TO BE <br /> FREE FROM ABRUPT LEVEL CHANGES. SEE 4/SD1 FOR NEW CONCRETE LANDING AT BOTTOM OF w <br /> yy��pp N RAMP — 2% MAX. ANY DIRECTION. <br /> 2❑ N�W �ETECTABLE WARNING SURFACE. SEE DETAIL S N Z N <br /> 16/SD.1. 7o NEW CURB. SEE 1/SD1. <br /> ❑ <br /> s PATCH AND REPAIR CONCRETE AS REQUIRED, PROVIDE Z y a a SEAMLESS TRANSITION BETWEEN EXIST AND NEW. it NEW STRIPING. o o <br /> NEW CONCRETE CURB RAMP, 8.3% MAX. RUNNING SLOPE, 2% p <br /> ugi MAX. CROSS SLOPE, SEE DETAIL 15/AD.1 AND 4/SDI. 12 REPAIR (E) METAL GUARD RAIL <br /> ❑ NEW ACCESSIBLE ISA PARKING SYMBOL (36"x36"), PER AHJ <br /> 3 ° STANDARDS. 19 EXISTING VAN ACCESSIBLE PARKING <br /> SPACE <br /> s e❑ NEW BOLLARD MOUNT ACCESSIBLE PARKING SIGNAGE. SIGNAGE <br /> PER AHJ STANDARDS, SEE 10/SD.1. I <br /> ❑ NEW BOLLARD MOUNT VAN ACCESSIBLE PARKING <br /> T SIGNAGE, SIGNAGE PER LOCAL AHJ STANDARDS, SEE <br /> 10/SD.1. ; <br /> PARKING INFORMATION CID <br /> M <br /> b - (N)CONCRETE CURB CN <br /> TOTAL ACCESSIBLE 3 SPACES N <br /> SPACES STANDARD 26 SPACES .(N)CONCRETE PAVING z <br /> 5 2 ANGLED 23 SPACES Z =i <br /> 3Y .(N)SIDEWALK/WALKWAY N <br /> Z <br /> R =CENTER LINE P.O.C. =POINT OF CURVATURE .(N)ASPHALT PAVING V) W H <br /> m COL. =COLUMN R =RADIUS _________ LLJ <br /> o �EQ'. = EXISTING <br /> NG SHT. -SHEET .(N) LANDSCAPING Z CD 2 <br /> R.O.W. =RIGHT OF WAY Q D-' p <br /> F.O.C. = FACE OF CURB - w o o <br /> F.D.S. =FACE OF STUD SIM. SIMILAR p C <br /> U F.O.F. = FACE OF FOUNDATION TYP. =TYPICAL p W 3 0 <br /> g �a <br /> m (N) = NEW FSE FINISH SLAB ELEVATION � � W m �a � <br /> PROPOSED SITE PLAN (N)PAVEMENT ARROWS <br /> (E)CONCRETE CURB (PAINTED WHITE) o In <br /> rc 3/32" = 1,_C PROPERTY LINE <br /> /� (N)DRIVE THRU STRIPING <br /> SP 1 (PAINTED YELLOW) Q2 P 1 N <br /> ACCESSIBLE PATH OF O .PARKING COUNT 1 • 1 <br /> 5 NORIFI TRAVEL NEW SITE PLAN 2 <br />