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O SITE DEVELOPMENT NOTES: <br />1. PROPOSED ON -SITE ASPHALT PAVEMENT. SEE DETAIL 1/C7.0. <br />2. PROPOSED CONCRETE FUEL DISPENSER CANOPY SLAB. SEE <br />FUEL PLANS FOR DETAILS. SEE DETAIL 8/C7.0 FOR <br />CONNECTION TO ON -SITE ASPHALT PAVEMENT. <br />3. PROPOSED REINFORCED CONCRETE SLAB ABOVE UNDERGROUND <br />GASOLINE STORAGE TANKS (USTs). SEE TANK PLANS FOR <br />DETAILS, <br />4. PROPOSED FUELING CANOPY. CANOPY TO BE HYDRAULICALLY <br />ISOLATED AND DRAIN TO SANITARY SEWER FOLLOWING <br />TREATMENT. SEE ARCHITECTURAL PLANS FOR DETAILS.. <br />5. PROPOSED SELF-SERVICE AIR/WATER UNIT ENCLOSURE. SEE <br />ARCHITECTURAL PLANS FOR DETAILS. <br />6. <br />PROPOSED <br />ON -SITE <br />CONCRETE PAVEMENT. SEE DETAIL 2/C7.0. <br />7. <br />PROPOSED <br />ON -SITE <br />BARRIER CURB. SEE DETAIL 4/C7.0. <br />8. <br />PROPOSED <br />PARKING <br />STALL MARKINGS SHALL BE 4" WIDE WHITE <br />PAINTED STRIPES TO <br />DIMENSIONS. SEE DETAIL 5/C7.0 <br />9. <br />PROPOSED <br />PREFABRICATED <br />KIOSK ENCLOSURE WITH RESTROOM. <br />SEE ARCHITECTURAL <br />PLANS FOR DETAILS. <br />10. PROPOSED BOLLARDS (10 TOTAL, TYP). SEE ARCHITECTURAL <br />PLANS FOR DETAILS. <br />11. PROPOSED LANDSCAPING. SEE LANDSCAPING PLANS. <br />12. PROPOSED LOCATION OF FIRE HYDRANT. <br />13. PAVEMENT MARKINGS - 4" WIDE WHITE PAINTED STRIPES @ 2' <br />O.C/45` ANGLE. SEE DETAIL 6/C7.0. <br />14. PROPOSED NEW FUEL DISPENSER ISLAND. SEE ARCHITECTURAL <br />PLANS FOR DETAILS, <br />15. PROPOSED CONCRETE SWALE. SEE DETAIL 7/C7.0. <br />16. PROPOSED U-SHAPED BOLLARD (9 TOTAL, TYP). SEE <br />ARCHITECTURAL PLANS FOR DETAILS, <br />17. STORAGE TANK VENT STACK AND VENT RISER PAD PER TANK <br />DRAWINGS. <br />18. (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) <br />20,000 GALLON UNDERGROUND GASOLINE STORAGE TANKS PER <br />TANK PLANS. <br />19. PROPOSED FIRE HYDRANT CONCRETE SLAB PER CITY OF <br />EVERETT STANDARD DETAIL 508. SEE DETAIL 9/C7.0 <br />20. PROPOSED CURB CUT. SEE DETAIL 6/C7.1. <br />21. PROPOSED ACCESSIBLE PARKING STALL AND AISLE. SEE DETAIL <br />1 /C7.1. <br />22. ADA ACCESSIBLE PATH. SEE ACCESSIBLE PATH NOTE THIS <br />SHEET. <br />23, PROPOSED LOCATION OF ACCESSIBLE PARKING AND AISLE <br />SIGNS. SEE DETAIL 3/C7.1. <br />24. PROPOSED WHEEL STOP. SEE DETAIL 5/C7.1. <br />25. PROPOSED ACCESSIBLE PARKING PAVEMENT SYMBOL. SEE <br />DETAIL 2/C7.1. <br />26. EXISTING LANDSCAPING. REPLACE WITH IN -KIND IF DAMAGED. <br />27. PROTECT EXISTING ASPHALT TO REMAIN. <br />WALKWAYS ALONG ACCESSIBLE ROUTES 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 />THE CONTRACTOR SHALL PROTECT AND <br />PRESERVE <br />FROM DAMAGE, <br />INTERFERENCE AND <br />DESTRUCTION ALL PRIVATE AND PUBLIC <br />PROPERTY <br />ON OR IN THE <br />VICINITY OF THE WORK. IF <br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR <br />ITS USE INTERFERED WITH BY THE CONTRACTOR <br />OR HIS OR HER AGENTS, IT SHALL BE <br />RESTORED <br />IMMEDIATELY TO <br />ITS FORMER CONDITION BY THE <br />CONTRACTOR AT HIS OR HER EXPENSE <br />AND SUCH <br />INTERFERENCE <br />TERMINATED. <br />AUAWKWiLiffil! on VMS <br />THE LOCATION OF THE EASEMENTS 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-OR1, DATED MAY 12, 2021, THESE EASEMENTS WERE NOT <br />SURVEYED, THEREFORE BARGHAUSEN 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 ANY GROUND DISTURBING ACTIVITIES. <br />UTILITY CONFLICT NOTE: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH <br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE <br />UTILITIES AND SURVEYING THE HORIZONTAL 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 OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON <br />THE UNVERIFIED PUBLIC INFORMATION 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 />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />A1121;jim <br />'A: _... 26 <br />~` <br />STREET EASEMENT <br />NO. 8806070036 <br />8806100156 <br />9205260230 <br />84 25 } r ; <br />a <br />4 6''ly 413.0 V, i <br />ri..r <br />p 25" 6 - --_.__ _-meµ;°/ .4 a . <br />sr <br />ROAD � . ,,.,... <br />CENTERLINE <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 />N <br />0 10' 20' 40' <br />SCALE: 1 "=20' <br />L1 <br />Know What's below. <br />Call before you dig. <br />Dial 811 <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 />W <br />W <br />N <br />to <br />00 <br />W <br />Z <br />W <br />U <br />_1 <br />LL <br />U <br />11. <br />Ii <br />• <br />a <br />W N <br />a 1 <br />o N <br />I <br />0 <br />3 <br />a <br />J <br />d m <br />w w <br />Q � <br />0 0° <br />N c <br />0 <br />m <br />Nov <br />"C (U cn ao <br />w ° 4 003m <br />.. <br />LL <br />4 <br />!p?A <br />r ,5 <br />�✓ Q 6mu <br />O � � <br />U C 00§ <br />61 C Ct of I <br />N w� <br />o a� <br />�Qo0� <br />1- 001 <br />28527 <br />FBI1 1 7 �4 <br />10NA L <br />10/15/21 <br />ti <br />Zr <br />r <br />�- <br />g <br />S <br />W <br />Project #: 20996 Store #00852 <br />Designed By. ADW <br />Drown By. ADW <br />`r <br />Checked By. CJRCD <br />Dote: 10-15-2021 <br />N <br />Scale: 1 " = 20' <br />cti <br />Disk File: 20996-Al <br />Model: �? <br />3 <br />Address: <br />d <br />4919 EVERGREEN WAY <br />�o <br />EVERETT, WA 98203 <br />0 <br />N <br />SITE PLAN <br />C FC <br />FiBJW FAGN_ITY <br />?rowing No.: <br />o <br />ApIll <br />CJU0 <br />of <br />Q <br />0 <br />ca <br />c- <br />