4937 EVERGREEN WAY QFC FUELING STATION 2023-06-13

CITY OF EVERETT TESC NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER DUALITY STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REOUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REOUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. D EROSION CONTROL- CALLOUTS: 1. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS NECESSARY TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1 /C2.2. 2. CONTRACTOR TO INSTALL TEMPORARY INLET SEDIMENT PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS AS NECESSARY TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. COORDINATE PLACEMENT AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 2/C2.2. 3. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. Sec. 31, Twp. M, Rge. %, W.M. TESC PLAN 4. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE ROCK PAD PER CITY STANDARDS. SEE DETAIL 3/C2.2. 5. INSTALL TEMPORARY CONSTRUCTION FENCE AND 20' WIDE SITE ACCESS GATE (6' HIGH -CHAIN LINK WITH LOCKING DEVICE) AT TEMPORARY CONSTRUCTION ENTRANCES: PER DETAIL 5/C2.2. FIELD VERIFY AND CONFIRM EXACT LOCATION WITH OWNER. ri 6. FLOW ARROWS INDICATING DIRECTION OF STORMWATER RUNOFF N (TYP). J \ 7. APPROXIMATE LIMITS OF DISTURBANCE. n 8. APPROXIMATE LOCATION OF TEMPORARY V DITCH PER DETAIL 4/C2.2 CONTRACTOR TO CONFIRM POSITIVE DRAINAGE. - 9. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP. PROPOSED CITY A EVERETT WATER EASEMENT CONTRACTOR TO INSTALL TEMPORARY SEDIMENT TRAP. CONTRACTOR TO GRADE TO SEDIMENT TRAP. MINIMUM REQUIRED �'; 7 SURFACE AREA FOR SEDIMENT TRAP IS 675 SF. CONTRACTOR TO ENSURE SEDIMENT TRAP LENGTH TO WIDTH RATIO OF 3:1 MIN. SEE DETAIL 6/C2.2. }. ! SEWER EASEMENT 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30. AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. EROSION CONTROLNOTES: DUST -CONTROL -NOTES: 1. ALL NECESSARY EOUIPMENT AND MATERIALS SHALL BE 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF LEAST TWICE DAILY. EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS IMMINENT. 2. WATER OR COVER STOCKPILES OF DEBRIS, SOIL. SAND OR OTHER MATERIALS THAT CAN 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL BE BLOWN BY THE WIND. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION AFTER EACH RUN-OFF 3. COVER ALL TRUCKS HAULING SOIL, SAND, PRODUCING RAINFALL. AND OTHER LOOSE MATERIALS OR REOUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION FEET OF FREEBOARD. CONTROL MEASURES AS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION DUE TO UNCOMPLETED 4. SWEEP DAILY (PREFERABLY WITH WATER GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES SWEEPERS) ALL PAVED ACCESS ROADS, WHICH MAY ARISE. PARKING AREAS AND STAGING AREAS AT CONSTRUCTION SITES. 4. ADEOUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST 5. SWEEP STREETS DAILY (PREFERABLY WITH BE INSTALLED AND MAINTAINED. WATER SWEEPERS) IF VISIBLE SOIL MATERIAL 5. CONTRACTOR TO IMPLEMENT SLOPE STABILIZATION MEASURES IS CARRIED ONTO ADJACENT PUBLIC STREETS. AS NECESSARY FOR EXPOSED SLOPES DURING CONSTRUCTION. MEASURES CAN INCLUDE TEMPORARY AND PERMANENT SEEDING PER DOE BMP C120. PROPERTY PROTECTION NOTE: THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE, INTERFERENCE AND DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK. IF SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED. EASEMENT NOTE: THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE COMPANY NO. NCS-1067959-OR1, DATED MAY 12. 2021. THESE EASEMENTS WERE NOT SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS. UTILITY PROTECTION NOTE: APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES. N f NO. 870076 870077 40 87007' 2 870079 I i I i i Q ! � 3 / 2 WTOP L 'f J= i �' BTM. E_ 9 N ROCK PAD (TYP) a � j n ly 1 3 UTILITY EASEMENT - -- NO. 200811250386 i APPROXIMATE FOOTPRINT OF UNDERGROUND STORAGE TANK j EXCAVATION. CONTRACTOR TO j PROVIDE SHORING DESIGN AND ASSOCIATED PERMITTING. SEE UST EXCAVATION NOTE THIS SHEET. _ 1 5 7 PUBLIC TRANSPORTATION EASEMENT NO. 20OW7250218 i r STREET EASEMENT NO. 8SM70036 8806100156 9205260230 Ji8025y6}p 413.03' NW2S'46. 9 : AjOie - Rpwp CEWRLINE UST EXCAVATION NOTE: - TANK EXCAVATIONS SHALL BE PER OSHA REOUIREMENTS. TANK EXCAVATIONS WILL REOUIRE SHORING AND SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 1 �-I OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE '•'y ILITY POTHOLING NOTE' UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO SHALL INCLUDE CALLING UTILITY LOCATE O 811 AND THEN POTHOLING ALL OF THE EXISTING VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT AND/OR POTENTIAL CONFLICTS WITH EXISTING UTILITIES. POTHOLING CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UTILITIES. CONTRACTOR SHALL NOTIFY BALLING EN CONSULTING ANY PROPOSED SHALL BE PERFORMED PRIOR TO INSTALLING THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ENGINEERS. INC. AC ANY CONFLICTS. ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. FOUNDATION OVER -EXCAVATION NOTE: CONTRACTOR TO OVEREXCAVATE TO REVEAL FIRM NON -YIELDING, NON -ORGANIC SOIL. INSTALLATION OF STRUCTURAL FILL MAY BE REQUIRED TO PROVIDE A SUITABLE SUBGRADE FOR BUILDING FOUNDATIONS. CONTRACTOR TO REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE RILEY GROUP, INC DATED JANUARY 7, 2020 FOR FOUNDATION SUBGRADE PREPARATION REOUIREMENTS. TEMPORARY EXCAVATION SLOPE NOTE: CONTRACTOR TO ENSURE TEMPORARY SLOPES HAVE A MAXIMUM SLOPE INCLINATION OF 1.5H:1V. CONTRACTOR TO REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE RILEY GROUP, INC. DATED JANUARY 7, 2020 FOR EXCAVATION AND SLOPE REQUIREMENTS. N Coraul ft Eris, Inc. 1821S 72nd Avenue South Kent WA 990.i2 425251.6222 0 10' 20' 40' BCE #209% SCALE: 1"=20' � E N m N Y Z I^ U J a U pp 7S 1n z O Cn of 0 N o C4 I 0 m m � N U K o n 10/15/21� Project r 209% Store p0852 Designed 8y. ADW Drown By. ADW Checked By. CJR Dole: 10-15-2021 Scale: 1' - 20' Disk Fie: 20996-EN.dwg Model: Addrem 4919 EVERGREEN WAY EVERETT, WA 98203 TESL PLAN an p Know what's b@IOW. LC,2"e.1 FILALM pay p Call before you dig. No.: Dial 811 of 16