316 SE EVERETT MALL WAY 2019-01-16

SITE PLAN KEYNOTES GENERAL NOTES 5P-0I REMOVE EXISTING MENU BOARD 4 INSTALL (2) NEW OPO MENU BOARDS AT LOGATION5 AS SP-17 EXI5TIN6 ELECTRICAL TRANSFORMER TO REMAIN;PROTECT FROM DAMAGE DURING 1. PROPOSED UTILITIES ARE SHOWN IN 5HOWN. SEE DETAIL 2/DTI.O FOR EXACT LOCATIONS AND 10/DTI.I. LOCATE EXISTING CONSTRUCTION. SCHEMATIC ONLY. EXACT LOCATIONS SHALL UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTING5. 5P-Ib EX15TING LOT LIGHTING TO REMAIN;PROTECT FROM DAMAGE. BE DETERMINED TO ALLOW FOR THE MOST SP-02 REMOVE EXI5TIN6 CUSTOMER ORDER 015PLAY 4 INSTALL (2) NEW CUSTOMER ORDER SP-19 EXISTING CATCH BA51N TO REMAIN. ECONOMICAL INSTALLATION. DISPLAY UNITS WITH INTEGRAL CANOPY A5 5HOWN PER DETAIL b/DTI.2. LOCATE SP-20 EXI5TIN6 6A5 METER TO REMAIN;PROTECT FROM DAMAGE DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE WITH UNDERGROODUgNDT pUTILITIE5 PRIOR TO EXCAVATION OF FOOTING5. SEE DETAIL 2/:71.0 FOR 5P-21 EXISTING ROAD 51GN TO REMAIN;PROTECT FROM DAMAGE. ALL UTILITY COMPANIES TO DETERMINE EXACT BP-03 WZTLLYEHIGILE DETEGTOR LOOPS AT NEW ORDER POINTS PER 2/DTI.O. (OPTIONAL AT x_22 EXI5TIN6 BOLLARD TO REMAIN;FINISH PER ELEVATIONS. POINT OF SERVICE CONNECTION AT EXISTING DRIVE-THRU WINDOWS) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU AS NECESSARY. UTILITY. REFER TO THE BUILDING ELECTRICAL SEE Ib/DTI.I 4 20/DTI.I. VERIFY WITH MCDONALD'5 CONSTRUCTION MANAGER IF EXISTING 5P-23 RELOCATE EXISTING FLAG POLE TO NEW LOCATION SHOWN. VERIFY EXACT LOCATION WITH AND PLUMBING DRAWINGS FOR UTILITY TO REMAIN AT ORDER POINTS. MCDONALD'5 CONSTRUCTION MANAGER. SEE DETAIL Ib/DTI2. VERIFY IF THERE 15 A BUILDING SERVICE ENTRANCE LOCATIONS, SIZES, AND SP-04 REMOVE EXISTING 4 INSTALL NEW GATEWAY SIGN PACKAGE AS SHOWN. COORDINATE MOUNTED LIGHT A550CIATED WITH FLAG. IF 50, RELOGATE 4 RECONNECT TO ELECTRICAL AS CIRCUITING. LOCATION WITH MGDONALDS CON57RJCTION MANAGER TO ENSURE BEST VISIBILITY FROM NEGE55ARY PER NE W FLAG LOCATION. SITE ENTRANCE. SEE DETAIL 5/DTI.2 FOR MORE INFORMATION. LOCATE UNDERGROUND SP-24 NEW GRAW EASE INTERCEPTOR PER CIVIL DRAWINGS. BE 6"ABOVE FINISH PAVEMENT. S. PATCH 4 REPAIR ASPHALT, CONCRETE FINISH WALK AND CURB ELEVATIONS SHALL UTILITIES PRIOR TO EXCAVATION. SIDEWALK 4 CONGRETE CURBS AS NECE-55ARY TO MATCH EXISTING. B 5P-05 BID T: REPLACE REMAINING EXTENT OF EXISTING CONCRETE 51DEAALKS WITH NEW BROOM-FINISH CONCRETE 51DEWALK5. COORDINATE REQUIREMENT5 WITH AD-03 5P-0b REMOVE EXI5TING ASPHALT PAVING FOR INSTALLATION OF NEW GONGRETE PAD AT ADA SITE PLAN KEYNOTES ACCESSIBLE PARKING STALLS, ACCE55 A15LE 4 GR055WALK. COORDINATE WITH AD-02 FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. 5P-0� PATCH 4 REPAIR EXI5TIN6 ASPHALT A5 NECESSARY TO ACCOMMODATE NEW x-01 INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON EACH DRIVE-THRU G.O.D. AND EACH CONSTRUCTION. SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC, LAYER. STRIPE PARKING DRIVE-THRU SERVICE WINDOW. SEE DETAILS 7/5121 4 13/501. STALLS 4 SYMBOLS AS SHOWN. PAINTS TO BE TRAFFIC WHITE (2 GOATS) AT PARKING 4 TRAFFIC YELLOW (2 GOATS) AT DRIVE THRU. SEE SHEET 50I FOR DETAILS. RELOCATE ACCESSIBLE PARKING STALLS 4 ACCESS A15LE 4 RE5TRIPE AS 5HOWN. WIDTH OF AD-02 STALLS 4 AGGE55 A151 E TO BE MEASURED FROM CENTER OF 5TRIPIN6. REGRADE PARKING SP-0b INSTALL CONCRETE WHEEL5TOP5 AT LOCATIONS SHOWN. SEE DETAIL b/5DI. LOT AS NECESSARY TO PROVIDE A 1.5% MAX. SLOPE IN ALL DIRECTIONS AT ACCESSIBLE 5P-O�i REMOVE EXI5TING LANDSCAPE AS NECESSARY TO ACCOMMODATE NEW WORK. NEW STALLS 4 ACCES5 AISLE. PROVIDE APPROPRIATE GRADED, NON-ABRUPT, TRANSITION TO BROOM-FIN15H CONCRETE 51DEAALK AS SHOWN, PROVIDE A MAX. COORDINATE ADJACENT PARKING STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/5D1. RELOCATE REQUIREMENT5 WITH Al2-03 EXISTING/ INSTALL NEW ACCESSIBLE STALL SIGNAGE TO PROVIDE AT EACH ACCE5515LE PARKING STALL. MOUNT 516N5 50 THAT THE BOTTOM OF THE LOWEST 516N 15 b0" MIN. ABOVE SP-10 INSTALL NEW BOLLARD AT LOCATION SHOWN, PER 5/1271.2;FINISH PER ELEVATIONS. THE ADJACENT PARKING SURFACE. ENSURE THE 'VAN ACGE55IBLE" SIGNAGE 15 LOCATED AT SP-II APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. THE STALL ADJACENT TO THE qb" MIN. WIDE ACCE55 A15LE ON THE PA55ENGER BIDE. SEE DETAIL &/SDI. 5P-12 EXI5TING LANDSCAPE TO REMAIN, TYP. PATCH 4 REPLANT AS NECESSARY TO AD-03 REMOVE EXISTING 4 INSTALL NEW SLIP RESISTANT, BROOM FINISH CONCRETE 51DENALKB A5 ACCOMMODATE DEMOLITION 4 NEW CONSTRUCTION. PLANTIN65 TO MATCH EXISTING 4 5HOINN. ENSURE SIDEWALK DOES NOT EXCEED MAX. 5% SLOPE IN DIRECTION OF TRAVEL 4 MEET ALL JURISDICTIONAL REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF MAX. 1.5% CROSS SLOPE. ENSURE THERE 15 NO GHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" DRIVE-THRU 4 DIRECTIONAL 516NAGE FROM CUSTOMERS. WITH BEVEL AT THE EXPAN51ON JOINTS 4 THE DOOR THRESHOLD. AT EACH DOOR 4 GRANGE IN SP-13 REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION. INSTALL NEW AS DIRECTION, PROVIDE A 5'X5 MIN. LANDING WITH A MAX. 1.5% SLOPE IN ALL DIRECTIONS. SEE SHOWN 4 PER MGDONALDS SPECIFICATIONS. SEE DETAIL 10/501. DETAILS II/5DI 4 12/5D1. ENSURE ACGE551BLE ROUTE EXTENDS TO FRONT A5 SHOWN;PROVIDE A NEW 44" MIN. WIDE WALKWAY AT FRONT OF STORE AS SHOWN. EXTENT OF NEW CONCRETE 51DEW4LK 5HOY0415 MINIMUM ESTIMATED FOR ADA COMPLIANCE;VERIFY FULL EXTENT IN FIELD 5P-14 RELOCATE DESIGNATED PULL FORWARD PARKING 5TALL5 4 51GNAGE AS 5HOWN. 4 WITH MCDONALD'5 CONSTRUCTION MANAGER. STRIPING TO BE (2) GOATS TRAFFIC YELLOW. AD-04 REMOVE EXI5TIN5 CURB RAMPS 4 PROVIDE NEW 5LIP-RE515TANT, IN-LINE CONCRETE CURB 5P-15 DEMOL15H EXI5TING LAND50APIN6, CONCRETE CURBS, 4 CONCRETE DRIVE THRU PAD A5 RAMPS A5 5HOAy 4 PER DETAIL 1/5DI. SLOPE IN RUN DIRECTION TO BE b% MAX. WITH 1.5% NECE55ARY TO ACCOMMODATE NEW BUILDING ADDITION. SEE ARCHITECTURAL 4 MAX. CRO55 SLOPE. PROVIDE b0" MIN. DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDINGS 5TRJCTURAL PRAWIN65 FOR MORE INFORMATION. WITH 1.5% MAX. SLOPE IN ALL DIRECTIONS. ENSURE TOP 4 BOTTOM TRAN5ITIONS ARE FLUSH, 5P-Ib REMOVE EXISTING PATIO FENCE AND OUTDOOR SEATING. VERIFY 5ALVAGE OR DISPOSAL WITH 1/4" MAX. GHANGE IN LEVEL, OR 1/2" MAX. WITH BEVEL. WITH MCDONALDS CONSTRUCTION MANAGER 4 REPAIR CONCRETE SIDEWALK TO MATCH AD-05 REMOVE EXISTING ASPHALT PAVING 4 INSTALL NEW 44" MIN. WIDE CR055WALK AS 5HOWN. EXISTING/ADJACENT. SLOPE IN DIRECT ION OF TRAVEL TO BE 5% MAX WITH 1.5% CRO55 SLOPE;REGRADE PARKING LOT AS NECESSARY. ENSURE THAT 15 NO ABRUPT TRANSITION TO ADJACENT PARKING. SITE PLAN NOTES 77 Freiheit HO LAND USE SITE PLAN NOTES FOR arch_ .3 McDONALD'S REMODEL www.FHOARCH.COM 4258271100 316 SE EVERETT MALL WAY, EVERETT,WA 98208 DAl'=.9'14116 FILE:A76333_SP35ig01an.dwg tj