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Plans (8) BUP2020 -00109 REVISION OFFICE COPY SIGN INSTALLER RESPONSIBILITIES: O DEMOLISH (E) ROOF,AND STRUCTURE 17 INSTALL IN) DRIVE-THRU TRASH BIN. 1. PROVIDE ALL DRAWINGS NECESSARY FOR SIGN PERMITS. SMOOTH CROWNED MORTAR INCLUDING COLUMNS, FOOTINGS AND KEN McCRACKEN, BR 2. APPLY FOR OBTAIN,AND PAY FOR ALL REQUIRED SIGN PERMITS. FOUNDATION. ING TO FINISHED ARCHITECTCONDITION, MATCHING ADJACENT 18 PAINT(N) PAVEMENT DIRECTIONAL ARROWS N&ftm,e•ftwa 3. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH G.C. I mwagurffit-Pan in 4. SET ANCHOR BOLTS OR BASE PLATES AS REQUIRED. EXTRA STRONG GRADE STEEL PIPE MATERIAL, LANDSCAPING DRIVETHRU LANE, AT DRIVETHRU LANE. 5. COMPLETE SIGN INSTALLATION. FILLED W/CONCRETE. CONCRETE, ETC.AS REQUIRED. 19120 SE 34TH STREET 6. REMOVE EXCESS DEBRIS, ROUGH GRADE AREA FOR LANDSCAPING. 2-0. Q 19 THE (E) LANDSCAPING AT MENU BOARD TO SUITE 115 CROWN FOOTING CAP TO DRAIN O2 IE) ROOF LINE TO BE DEMOUSHED, BE UPDATED. VANCOUVER,WA 98683 GENERAL CONTRACTOR RESPONSIBILITIES: I ASPI W-TOR CONCRETE PAVING OO DEMOLISH (E) CLEARANCE BAR, PRE-SELL 20 REPAIR AS RECtUIREDAND PAINT(E) CMU E ,PROJECT CONTACT:ggp gZSg PETERSONRICK I. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH SIGN SUPPLIER. WHERE OCCURS MENU BOARD, ORDER CONFIRMATION UNIT TRASH ENCLOSURE INTERIOR AND EXTERIOR EnwL:EPE ERSON•PMD�INC.CCM 2. PROVIDE POWER TO ALL SIGN LOCATIONS AS REQUIRED. AND MENU BOARD, PREP FOR NEW. WALLS AND GATE. MATCH BUILDING 3. MAKE FINAL.ELECTRICAL CONNECTIONS TO EACH SIGN. a o � I�° D > WAINSCOT COLOR. G.C.TO VERIFY COLOR 4. VERIFY REMOVEL OF EXISTING DRIVE THRU LANE FULL DEPTH Q ® REMOVE (E) DRIVE-THRU LANE FULL DEPTH WITH CONSTRUCTION MANAGER, REFER TO CONCRETE IS UNDER 900 SQUARE FEET. CONCRETE. CURB TO REMAIN. PREP FOR A00.02. / / / + UNDISTRUBED NATIVE SOIL OR V/\i /�V:- 01 REPLACEMENT. CONTRACTOR TO REMOVE + / / /X�/� COMPACTED SUB GRADE DRIVETHRU LANE FULL DEPTH CONCRETE. 21 REMAIN.. SAND FIXTURES ATLIGHTS TO POLES. KEN MCCRACKEN,ARCHITECT Y1. UNDER 900 EXISTING LED COLOR TO BEANODIZED BRONZE, SILVER SEAL: :- IN) CONCRETE DRIVE-THRU LANE IS TO BE OR BLACK G.C.TO VERIFY COLOR WITH 18'0 CONCRETE FOOTING \ 3,000 PSI CONCRETE, 6'THICK,WITH CONSTRUCTION MANAGER, REFER TO C p ED A p jNTS // P o /\/ 6X6 WWITHZ.9XW2.9 W.W.M.WPREMOLDED ABASE00.02. CONCRETE SE TO REMAIN NOT �``\ r C� JOINTSBITUM A NOUS O.0 NONLEXTR QU RED TO EXPANSION PO MATDCH SURROUNDING THERE ARE ANY S��PPII�G E �3 KENNETH J. �j $ /X COLOR THE CONCRETE BLACK USING CENTER OR OTHER GOVERNING MCCRACKEN *TYR 4'-9' �\ /\ ADMIXTURE ICHROMIX C-24 CHARCOAL 13Y ORDINANCES THEN FOLLOW THOSE • �i SCOFIELD CO., OR EQUAL) GUIDELINES. WA v /�\ #6 14' LONG REINFORCEMENTLicense#5599 EACH WAY,WELD TO PIPE © THE G.C.TO REVIEW CONDITION OF 14 REPAIR ALL POTHOLES AND CRACKS IN �':Z3 PARKING LOT. INSTALL SOIL 1 E DEAD AND D NEXISTINGLG LANDSCAPE)DSCAPINGRINCLUDING BUT MAT IIX AMOCO PEIROMAI�T SIEVERELY OF \\\ U.N.O. UN.0. NOT LIMITED TO; EXISTING LAWN, PLANTING BROKEN AREAS BEFORE INSTALLATION BEDS, LANDSCAPE TIES,AND VERIFY OF ASPHALT OVERLAY. 07/21/20 3/4"= 1'-0' IRRIGATION SYSTEMS IS IN GOOD WORKING TRAFFIC BOLLARD 8 CONDITION AND REPAR/REPLACEAS 23 ADD AN ADDITIONAL LIFT TO THE EXISTING KJMn638 m.is.w REQUIRED. ASPHALT PARKING NEAR THE BUILDING, RESTRIPE AND RESET WHEEL STOPS. O7 THE IE) GREASE INTERCEPTOR TO REMAIN. CONSULTANT: - 24 IN)ACCESSIBLE PARKING,WHEEL STOP, O8 INSTALL IN) CLEARANCE BAR, REFER TO SIGNAGE AND SIDEWALK ACCESS FEATURES. STRUCTURAL DRAWNGS. REMOVE(E) PAVING AND REPLACE WITH REVISION I SLOPES IN ACCORD WITH CURRENTAND O9 INSTALL IN) DIGITAL PRE-SELL BOARD, REFER APPLICABLE ACCESSIBILITY STANDARDS. TO STRUCTURAL DRAWINGS. 25 REMOVE (E) NON COMPLLMITACCESSIBLE 10 INSTALL IN) ORDER CONFIRMATION UNIT. STALLS,ACCESS ASLE,AND SIGNAGE APPROVED REFER TO STRUCTURAL DRAWINGS. RE-STRIPE FOR STANDARD PARKING STALLS. f DAG3v�oao-oma 109 J I I INSTALL IN) ORDER CONFIRMATION UNIT 26 REMOVE AREA OF CRACKED CONCRETE CANOPY. REFER TO STRUCTURAL DRAWINGS. AND REPLACE. 7-a-8 Zo T 2 INSTALL IN) DIGITAL MENU BOARD, REFER 27 MARKED PARKING SPACE FOR THE USE OF TO STRUCTURAL DRAWINGS. VEHICLES WAITING FOR AN DRIVE THRU ORDER TO BE FILLED. 13 INSTALL IN) SAFETY BOLLARD, SEE DETAL 8. ADD SAFETY YELLOW HIGH-DENSITY POLYETHYLENE BOLLARD SLEEVE TO SAFETY BOLLARDS,TYP. 14 INSTALL IN) ENTRANCE DIRECTIONAL SIGN, UNDER SEPARATE PERMIT. 15 INSTALL IN) EXIT DIRECTIONAL SIGN, UNDER � ' a 6 SEPARATE PERMIT. I 16 INSTALL IN) DRIVE THRU WAY FINDING SIGN, 27 21 UNDER SEPARATE PERMIT. NOTE: 21 SEE SHEETAA0.01 FOR GENERAL NOTES 22 2 2e 2 I SITE PLAN KEYNOTES24 No SCALE 3 23 ( 25 23 I ( REQUIRED TOTAL PARKING - - ( E MINIMUM MAXIMUM BUILDING (SPACES/SF) (SPACES/SF) SIZE (SF) MIN. REQ MAX. REQ PROVIDED o I CURB RAMP NOTES: TOTAL PARKING 7/1000 12.4/1000 3270 23 41 23 T r 18 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.WHERE PROVIDED,CURB RAMP FLARES SHAJ-NOT BE STEEPER TWIN 1:10 — T - 7= 2. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SFAL BE LOCATED SO THAT THEY DO .�. .� ............, NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES,OR PARKING ACCESS AISLES. ACCESSIBLE PARKING 21 O7 CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTANED WITHIN THE MARKINGS, LU _ EXCDING ARTY FLARED SIDES. 16 ti 3. THE CLEAR WIDTH OF CURB RAMP RUNS)EXCLUDING ANT'FLARED SIDES), SHAd-BE 36 INCHES REQUIRED PROVIDED ( ) j 24" MINIMUM. v ICTRL DIM] 4. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS.THE LANDING CLEAR LENGTH PARKING 2 = 1 g Q 3 SSHALLBE 36 INCHES MINIMUM.THE LANDING CLEAR WIDTH SSHALLBE AT LIAISE AS WIDE AS THE LL F CURB RAMP, EXCLUDING ANY FLARED SIDES LEADING TO THE LANDING.THE SLOPE OF THE RA13E 1106 1) ` �) 4u B oLmob LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. ACCESSIBLE VAN PARKING5 6 9 5. THE CROSS SLOPE OF CURB RAMPS SHALL BE 1:48 MAXIMUM. (TABLE 1106.1) L f l19 / 6. COUNTER SLOPES OF ADJOINING GUTTERS,AND ROAD SURFACES IMMEDIATELY ADJACENT TO 21 THE CURB RAMP SHALL NOT BE STEEPER TFAJ 1:20.THE ADL ACENT SURFACES AT TRANSITIONS3 EXISTING BURGER KING AT CURB RAMPS TO WALKS, GUTTERS,AND STREETS SFWl BE AT THE SAME LEVEL 10 12 3,270 SQ. FI. e 0 VAN-ACCESSIBLE - STALL L -_ > _3LLJ Lf) 13 f v 22 REGULARACCFSSIBLE F- 21 � � 1, �,� REVISION L7)6 9 MIN. 8 MIN. 910'N 36"SQUARE ISA REV DATE DESCRIPTION PAVEMENT SIGN NO SCALE 01.1320 C"lli PARKING CALCULATIONS _ 2 os.ls.zo iata�rvt JNI/IdVG Q 05.01:20 intra AIM11 a►uE ---- ON ._- KEY DESCRIPTION 0721.m awmamoom AISLE 9 IE)STRIPED SAFETY PATH, ACCESS PATH, OR CROSSWALK WIDACCESS R VAN " ' IN)CONCRETE PAVED SURFACE PARKING AND AISLE �� (5' FOR REGULAR) a k� SLOPE 2%MAX. IN - IN)ASPHALT PAVEMENT ANY DIRECTION DIAGONAL-4"STRIPES, 36"O.C.WHIT_ - - -- IE) EASEMENT. SEE ATA SURVEY 4'WHITE PERIMETER STRIPE WHEEL-STOP 00 CO&C POLE MOUNTED SITE LIGHT ISA PARKING SIGN (AWAY FROM ISA PARKING SIGN WITH ADDITIONAL ASLE),TYP. }••�••�•• ACCESSIBLE PATH OF TRAVEL - - IF CTfGLE -VAN CCGEE IBLE- -••-- ---- PROPERTY LINE DRAWN BY: CDG T - x x (E) FENCE LINE CHECKED BY: - bp 11:s � l:i 12 MAX. �-p Sf/WQgRD PARKING ARCH. PROJECT NO.: LOPE SLOPE ! COMPACT PARKING AMB 19001 .0 SHEET NAME: ACCESSIBLE PARKING RAMP 51-01' RAMP DOWN LANDING DOWN ACCESSIBLE VAN PARKING SITE PLAN 2 NOTE: NOT ALL SYMBOLS MAYBE APPLICABLE TO,AND USED, IN THIS DRAWING. SHEET NUMBER: m SITE PLAN LEGEND NO SCALE A01 o 1