316 SE EVERETT MALL WAY 2019-01-16

SITE PLAN KEYNOTES GENERAL NOTES SP-0I REMOVE EXI5TING MENU BOARD $ INSTALL (2) NEW OPO MENU BOARDS AT LOCATIONS AS SP-IT EXI5TING El EGTRIGAL TRANSFORMER TO REMAIN;PROTECT FROM DAMAGE DURING 1. PROPOSED UTILITIES ARE SHOWN IN SHOWN. SEE DETAIL 2/DTI.0 FOR EXACT LOCATIONS AND 10/DTI.I. LOCATE EXISTING CON5TRUGTION. SCHEMATIC ONLY. EXACT LOCATIONS SHALL UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTING5. 5P-IS EXI5TING LOT LIvHTING TO REMAIN;PROTECT FROM DAMAGE. BE DETERMINED TO ALLOW FOR THE MOST SP-02 REMOVE EXISTING CUSTOMER ORDER DISPLAY s INSTALL (2) NEW CUSTOMER ORDER 5P-14 EXI5TING CATCH BA51N TO REMAIN. ECONOMICAL INSTALLATION. DISPLAY UNITS WITH INTEGRAL CANOPY A5 5HOWN PER DETAIL 6/DTI.2. LOCATE SP-20 EXISTING GA5 M17ER TO REMAIN;PROTECT FROM DAMAGE DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE WITH UNDERGROUND UTILITIES PRIOR TO EXCAVATION OF FOOTINGS. SEE DETAIL 2/DTI.0 FOR 5P-21 EXI5TIN6 ROAD 916N TO REMAIN;PROTECT FROM DAMAGE. ALL UTILITY COMPANIES TO DETERMINE EXACT 5P-03 fNSTALLLVEHIGILE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DTI.O. (OPTIONAL AT POINT OF SERVICE CONNECTION AT EXISTING DRIVE-THRU WINDOWS) PATCH $ REPAIR CONCRETE PAD AT DRIVE-THRU A5 NECESSARY. SP-22 EXISTING BOLLA`ZD TO REMAIN;FINISH PER ELEVATIONS. UTILITY. REFER TO THE BUILDING ELECTRICAL Sr-r IgmTl I A 2n/r)Tl I VER!FY WITW MCDONALD'5 CON5TRI.CTION MANAGER IF EXISTING SP-23 RELOCATE EXISTING FLAG POLE TO NEW LOCATION SHOWN. VERIFY EXACT LOCATION WITH AND PLUMBING DRAWINGS FOR UTILITY TO REMAIN AT ORDER POINTS. MGDONALD'5 GCN5TRUCTION MANAGER. SEE DETAIL I5/DTI2, VERIFY IF THERE 15 A BUILDING SERVICE ENTRANCE LOCATIONS, SIZES,AND SP-04 REMOVE EXISTING 4 INSTALL NEW GATEWAY 51GN PACKAGE AS SHOWN. COORDINATE MOUNTED LIGHT,�55OCIATED WITH FLAG. IF 50, RELOCATE $ RECONNECT TO ELECTRIGAL A5 CIRCUITING. LOCATION WITH McDONALD'5 CONSTRUCTION MANAGER TO ENSURE BEST V151BILITY FROM NEGE55ARY PER NE W FLAG LOCATION, 5P-24 FINISH WALK AND CURB ELEVATIONS SHALL SITE ENTRANCE. SEE DETAIL 8/DND TI.2 FOR MORE INFORMATION. LOCATE UERGROUND O NEW GREASE INTERCEPTOR PER CIVIL DRAWINGS. PATCH 4 REPAIR ASPHALT, CONCRETE BE 6"ABOVE FINISH PAVEMENT. UTILITIES PRIOR TO EXCAVATION. 51DEWALK Q CONCRETE CUR55 AS NECESSARY TO MATCH EXISTING. SP-05 BID ALT: REPLACE REMAINING EXTENT OF EXISTING CONCRETE 5IDEWALK5 WITH NEW BROOM-FINISH CONCRETE 51DEWALK5. COORDINATE REQUIREMENT5 WITH AD-03. 5P-06 REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT ADA SITE PLAN KEYNOTES AGGE551BLE PARKING STALLS, ACCESS AI5LE 4 CROSSWALK. COORDINATE WITH AD-02 FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. 5P-07 PATCH 4 REPAIR EXI5TING A5PHALT A5 NECESSARY TO ACCOMMODATE NEW x-01 INSTALL 5PEEGHiHEARING IMPAIRED SIGNAGE ON EACH DRIVE-THRU G.O.D. AND EACH GON5TRUGTION. SEAL GOAT ALL ASPHALT WITH NEW ASPHALTIC LAYER. STRIPE PARKING DRIVE-THRU 5ER,/ICE WINDOW. SEE DETAILS 1/5DI $ 13/5DI. 5TALL5 $ SYMBOLS AS SHOWN. PAINTS TO BE TRAFFIC, WHITE (2 GOAT5) AT PARKING $ TRAFFIC YELLOW 2 GOATS AT DRIVE THRU. SEE- SHEET SDI FOR DETAILS. RELOCATE ACCESSIBLE PARKING STALLS 6 ACCESS AI5LE 4 RE5TRIPE AS SHOWN. WIDTH OF AD-02 5TALL5 4 ACCE`i5 A151 E TO BE MEASURED FROM CENTER OF STRIPING. REGRADE PARKING 5P-08 INSTALL CONCRETE WHEEL5TOP5 AT LOCATIONS 5HOWN. SEE DETAIL 5/5DI. LOT AS NEGE55A;RY TO PROVIDE A 15% MAX. SLOPE IN ALL DIRECTION5 AT ACCE551BLE SP-0�1 REMOVE EXI5TING LANDSCAPE A5 NECESSARY TO ACCOMMODATE NEW WORK. NEW 5TALL5 t ACGEf,5 AISLE. PROVIDE APPROPRIATE GRADED,NON-ABRUPT, TRANSITION TO BROOM-FINISH CONCRETE 510EWALK A5 5HOWN, PROVIDE A MAX. COORDINATE ADJACENT PARKING STALLS. PAINT A06E5515LE 5YMB0L AT 5TALL5 PER 4/5DI. RELOCATE REQUIREMENT5 WITH AD-03 EXISTING/ INSTALL NEW ACCESSIBLE STALL 516NAGE TO PROVIDE AT EACH ACCESSIBLE PARKING STALL. MOUNT SIGNS 50 THAT THE BOTTOM OF THE LOWEST SIGN 15 b0" MIN. ABOVE SP-10 INSTALL NEW BOLLARD AT LOCATION SHOWN,PER 5/DTI.2;FINISH PER ELEVATIONS. THE ADJACENT PARKING SURFACE. ENSURE THE "VAN ACCESSIBLE" 516NAGE 15 LOCATED AT SP-II APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. THE STALL ADJACENT TO THE Q6" MIN. WIDE ACCE55 A15LE ON THE PA55ENGER SIDE. SEE DETAIL bl5DI. 5P-12 EXISTING LANDSCAPE TO REMAIN,TYP. PATCH s REPLANT AS NECESSARY TO AD-03 REMOVE EXISTING 4 INSTALL NEW SLIP RE515TANT, BROOM FINISH CONCRETE 51DEWALK5 A5 AGGOMMODATE DEMOLITION t NEW GON5TRUCTION. PLANTING5 TO MATCH EXI5TIN6 8 5HOWN. ENSURE SIDEWALK DOES NOT EXCEED MAX. 5506 SLOPE IN DIRECTION OF TRAVEL $ MEET ALL JURISDICTIONAL REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF MAX. 1.5% OR05E 5LOPE. ENSURE THERE 15 NO CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" DRIVE-THRU 4 DIRECTIONAL SIGNAGE FROM CU5TOMER5. WITH BEVEL AT THE EXPANSION JOINTS 4 THE DOOR THRESHOLD. AT EACH DOOR s CHANGE 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 5HOWN 4 PER MGDONALD7S SPECIFICATIONS. SEE DETAIL 10/51?I. DETAILS II/5DI d 12/5DI. ENSURE AGGE551BLE ROUTE EXTENDS TO FRONT A5 5HOWN;PROVIDE A NEW 44" MIN. NIDE WALKWAY AT FRONT OF STORE AS SHOWN. EXTENT OF NEW CONCRETE SIDEWALK 5HONI 15 MINIMUM ESTIMATED FOR ADA COMPLIANCE;VERIFY FULL EXTENT IN FIELD 5P-14 RELOCATE DESIGNATED PULL FORWARD PARKING 5TALL5 t 5IGNAGE A5 5HOWN. $ WITH MCDONALV5 CONSTRUCTION MANAGER. 5TRIPING TO BE (2) COATS TRAFFIC, YELLOW. AD-04 REMOVE EXI5TIN6 CURB RAMPS $ PROVIDE NEW 5LIP-RE515TANT, IN-LINE CONCRETE CURB SP-IS DEMOL15H EXISTING LAND50APING, CONCRETE CURB5, s CONCRETE DRIVE THRU PAD AS RAMPS A5 5HOW4 4 PER DETAIL 1/5DI. SLOPE IN RUN DIRECTION TO BE 5% MAX. WITH 1.5% NECE55ARY TO ACCOMMODATE NEW WILDING ADDITION, SEE ARCHTEGTURAL 4 MAX. CRO55 5LCPE. PROVIDE b0" MIN. DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDINGS 5TRUGTURAL DRAWIN655 FOR MORE INFORMATION. WITH 15% MAX. 5.OPE IN ALL DIRECTIONS. ENSURE TOP 4 BOTTOM TRAN5ITION5 ARE FLUSH, 5P-16 REMOVE EXISTING PATIO FENCE AND OUTDOOR SEATING. VERIFY 5ALVAGE OR DISPOSAL WITH 1/4" MAX. GIANGE IN LEVEL, OR 1/2" MAX. WITH BEVEL. WITH MGDONALD'S CONSTRUCTION MANAGER 4 REPAIR CONCRETE 51DEKALK TO MATCH AD-05 REMOVE EXI5TINv ASPHALT PAVING 4 INSTALL NEW 44" MIN. WIDE GR055WALK A5 SHOWN. EXISTING/ADJACENT. SLOPE IN DIRECTION OF TRAVEL TO BE 5% MAX WITH 1.5% GRO55 SLOPE;REGRADE PARKING LOT AS NECESSARY. EN5uRE THAT 15 NO ABRUPT TRANSITION TO ADJACENT PARKING. SITE PLAN NOTES IFre�he�t Ho LAND USE SITE PLAN NOTES FOR I �,�� , lz McDONALD'S REMODEL wviw.FH0P.RC4.CCM 42S82727G0 316 SE EVERETT MALL WAY, EVERETT,WA 98208 . DATE:WW16 FILE:A16 333 SP-3&p Pl..d.9 \ 1{{{{//(( �f1