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Q 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. PROPOSED ON -SITE CONCRETE PAVEMENT. SEE DETAIL 2/C7.0.
<br />7. PROPOSED ON -SITE BARRIER CURB. SEE DETAIL 4/C7.0.
<br />8. PROPOSED PARKING STALL MARKINGS SHALL BE 4" WIDE WHITE
<br />PAINTED STRIPES TO DIMENSIONS. SEE DETAIL 5/C7.0
<br />9. PROPOSED PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM.
<br />SEE ARCHITECTURAL 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 0 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 />ACCESSIBLE PATH OF TRAVEL NOTE:
<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 />PROPERTY PROTECTION NOTE:
<br />THE CONTRACTOR SHALL PROTECT 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 OR 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 EXPENSE AND SUCH INTERFERENCE TERMINATED.
<br />EASEMENT NOTE:
<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 />SITE PLAN
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<br />APPROXIMATE FOOTPRINT OF
<br />UNDERGROUND STORAGE TANK
<br />EXCAVATION. CONTRACTOR TO
<br />PROVIDE SHORING DESIGN AND
<br />ASSOCIATED PERMITTING. SEE UST °
<br />EXCAVATION NOTE THIS SHEET.
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<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
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<br />Project #: 20996 Store #00852
<br />Designed By. ADW
<br />Drown By. ADW
<br />Checked By. CJR
<br />Dote: 10-15-2021
<br />Scole: 1 " - 20'
<br />Disk File: 20996-A.dwg
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
<br />SITELAN
<br />UST EXCAVATION NOTE OF
<br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS. TANK 0 Know what's belOW. FACL"
<br />EXCAVATIONS WILL REQUIRE SHORING AND SHALL BE ENGINEERED ® Call before you dig. Drowing No.:
<br />AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF Dial 811
<br />THE INSTALLING CONTRACTOR. �
<br />(;N3.0 Of 160'
<br />
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