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� SITE DEVELOPMENT NOTES: <br />1. PROPOSED ON -SITE ASP SALT PAVEMENT. SEE DETAIL 1/C7.0. <br />2. PROPOSED CONCRETE FL EL DISPENSER CANOPY SLAB. SEE FUEL PLANS <br />FOR DETAILS. SEE DETAIL 8/C7.0 FOR CONNECTION TO ON -SITE <br />ASPHALT PAVEMENT. <br />3. PROPOSED REINFORCED "ONCRETE SLAB ABOVE UNDERGROUND GASOLINE <br />STORAGE TANKS (USTs). 'SEE TANK PLANS FOR DETAILS. <br />4. PROPOSED FUELING CANOPY. CANOPY TO BE HYDRAULICALLY ISOLATED <br />AND DRAIN TO SANITARY SEWER FOLLOWING TREATMENT. SEE <br />ARCHITECTURAL PLANS F )R DETAILS.. <br />5. PROPOSED SELF-SERVICE AIR/WATER UNIT ENCLOSURE. SEE <br />ARCHITECTURAL PLANS F')R DETAILS. <br />6. PROPOSED ON -SITE CONCRETE PAVEMENT. SEE DETAIL 2/C7.0. <br />7. PROPOSED ON -SITE BAR BIER CURB. SEE DETAIL 4/C7.0. <br />8. PROPOSED PARKING STAI t MARKINGS SHALL BE 4" WIDE WHITE PAINTED <br />STRIPES TO DIMENSIONS. SEE DETAIL 5/C7.0 <br />9. PROPOSED PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE <br />ARCHITECTURAL PLANS F)R DETAILS. <br />10. PROPOSED BOLLARDS (1 ) TOTAL, TYP). SEE ARCHITECTURAL PLANS FOR <br />DETAILS. <br />11. PROPOSED LANDSCAPING. > SEE LANDSCAPING PLANS. <br />12. PROPOSED LOCATION OF AFIRE HYDRANT. <br />13. PAVEMENT MARKINGS - " WIDE WHITE PAINTED STRIPES 0 2' O.C/45' <br />ANGLE. SEE DETAIL 6/C,4A <br />14. PROPOSED NEW FUEL DISPENSER ISLAND. SEE ARCHITECTURAL PLANS <br />FOR DETAILS. <br />i <br />15. PROPOSED CONCRETE SI; )EWALK. SEE DETAIL 6/C7.1. <br />16. PROPOSED U-SHAPED B15LLARD (9 TOTAL, TYP). SEE ARCHITECTURAL <br />PLANS FOR DETAILS. <br />17. STORAGE TANK VENT STACK AND VENT RISER PAD PER TANK DRAWINGS. <br />18. (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON <br />UNDERGROUND GASOLINESTORAGE TANKS PER TANK PLANS. <br />19. PROPOSED FIRE HYDRAN'.' CONCRETE SLAB PER CITY OF EVERETT <br />STANDARD DETAIL 508. SEE DETAIL 9/C7.0 <br />20. PROPOSED BLUE RHINO ?ROPANE CAGE PAD. <br />21. PROPOSED ACCESSIBLE PARKING STALL AND AISLE. SEE DETAIL 1/C7.1. <br />22. ADA ACCESSIBLE PATH. SEE ACCESSIBLE PATH NOTE THIS SHEET. <br />23. PROPOSED LOCATION OF ,ACCESSIBLE PARKING AND AISLE SIGNS. SEE <br />DETAIL 3/C7.1. <br />24. PROPOSED WHEEL STOP. " SEE DETAIL 5/C7.1. <br />25. PROPOSED ACCESSIBLE PARKING PAVEMENT SYMBOL. SEE DETAIL 2/C7.1. <br />26. EXISTING LANDSCAPING T) REMAIN. <br />27. PROTECT EXISTING ASPHI ILT TO REMAIN. <br />28. EXISTING STREET TREES TO REMAIN AND BE PROTECTED. <br />a <br />i <br />WALKWAYS ALONG ACCESSIBLE FOUTES OF TRAVEL SHALL BE <br />CONTINUOUSLY ACCESSIBLE, BE A MINIMUM OF 44" IN WIDTH, HAVE <br />A MAXIMUM 2.0% CROSS SLOPE, AND SHALL HAVE RAMPS <br />COMPLYING WITH ACCESSIBILITY STANDARDS (SECTION 405) WHERE <br />NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE <br />EXCEEDING 5% (1:20). <br />PROPERTY PROTEITION NOTE: <br />THE CONTRACTOR SHALL PROTE ;T AND PRESERVE FROM DAMAGE, INTERFERENCE AND <br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK. IF <br />SUCH PROPERTY IS DAMAGED CR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR <br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE <br />CONTRACTOR AT HIS OR HER E'{PENSE AND SUCH INTERFERENCE TERMINATED. <br />EASEMENT NOTE: <br />THE LOCATION OF THE EASEMEI ,TS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE <br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE <br />COMPANY NO, NCS-1067959-0R1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT <br />SURVEYED, THEREFORE BARGHALISEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE <br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS. <br />UTILITY PROTECTION NOTE: <br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO <br />COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL <br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER <br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK <br />PRIOR TO CONSTRUCTION OR AMY GROUND DISTURBING ACTIVITIES. <br />UTILITY CONFLICT NOTE: <br />THE CONTRACTOR SHALL BE RUIPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH <br />OF ALL EXISTING UTILITIES WHET -IER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE <br />UTILITIES AND SURVEYING THE H DRIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS <br />SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT <br />CONFLICTS EXIST. LOCATIONS CF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON <br />THE UNVERIFIED PUBLIC INFORM,kTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD <br />OCCUR, THE CONTRACTOR SHALL., NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE <br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />UST EXCAVATION NOTE: <br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS. TANK <br />EXCAVATIONS WILL REQUIRE SHORING AND SHALL BE ENGINEERED <br />AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF <br />THE INSTALLING CONTRACTOR. <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />mk1=;i1WTmAA101 <br />N <br />0 10' 20' 40' <br />SCALE: 1 "=20' <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA 98032 <br />425.251.6222 <br />barghausen.com <br />BCE #20996 <br />v <br />= <br />in <br />� <br />0 <br />� <br />Q� <br />m <br />. <br />w Q <br />003m <br />= <br />-t^ <br />VJ UJ <br />:.: <br />'h <br />U z ai <br />>'U <br />�;6LL <br />V+ x <br />lu= <br />O �?m(0) <br />fl � pip <br />9t'28 <br />� vnM i <br />=wc4n <br />�C4 <br />�NC�rn <br />N o ° Cc <br />� Os.Ox <br />02/22 <br />.- <br />0 <br />0 <br />0 <br />0 N <br />N 0 <br />N <br />N <br />N <br />N <br />N <br />a <br />N <br />a <br />1 <br />N <br />I <br />I <br />© <br />.- <br />1 <br />•= <br />I <br />N <br />•- <br />ca <br />d <br />a <br />Im <br />o <br />0 <br />0 <br />a <br />Im <br />d <br /><L <br />Q <br />Q <br />N <br />N <br />N <br />Q <br />N <br />N <br />p <br />N <br />I� <br />1 <br />r" <br />o <br />U� <br />La> <br />> <br />La <br />V) <br />LLJ <br />IJ <br />(n <br />z <br />z <br />O <br />0 <br />z <br />LLJ <br />15 <br />m <br />W <br />W <br />o <br />v=i <br />w <br />w <br />n <br />n <br />a <br />w <br />w <br />Q <br />� <br />Ir <br />X <br />W <br />In <br />V) <br />V) <br />w <br />w <br />w <br />Q <br />a <br />m <br />m <br />a <br />Of <br />z <br />'- <br />N <br />ors <br />Project #: 20996 Store #00852 <br />Designed By: ADW <br />Drown By. ADW <br />Checked By: CJR <br />Dote: 12- 7-2021 <br />Scale: I" = 20' <br />Disk File: 20996-A.dwg <br />4919 EVERGREEN WAY <br />EVERETT, WA 98203 <br />SITE .1 <br />OFC <br />i • • •. FUEUNG FACIM <br />Call before you• i Drawing No.: <br />Dial 811 �C3 . 0 of 16 <br />