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SECTION 14, T 28 N, R 4 E, W.M.
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<br /> CITY OF EVERETT EROSION AND SEDIMENTATION CONTROL:: 6. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR ABBREVIATIONS 0
<br /> DISCOVERY OF POOR SOILS,STANDING GROUNDWATER,OR SEVERE
<br /> NOTES: ADA AMERICANS WITH DISABILITIES ACT FC FACE OF CURB RD ROAD
<br /> DISCREPANCIES FROM SOIL LOGS DESCRIPTIONS AS NOTED ON THE PLANS. Ap ANGLE POINT FL CURB FLOW LINE RP RADIUS POINT
<br /> 1. APPROVAL THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES 7 FOR PUBLIC SYSTEMS,THE CONTRACTOR SHALL CALL FOR INSPECTION 48 APWA AMERICAN PUBLIC WORKS ASSOCIATION RT RIGHT
<br /> NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURES. H HIGH R/W RIGHT-OF-WAY
<br /> DESIGN SIZE AND LOCATION ROADS,PIPES,RESTRICTORS, BEG BEGIN HCR HANDICAP RAMP
<br /> CHANNELLS,S,RETENTION FACILITIES,,UTILITIES). 8. ALL DRAINAGE STRUCTURES,SUCH AS CATCH BASINS AND MANHOLES,NOT BLDG BUILDING HZ HUITT-ZOLLARS S SOUTH
<br /> SIDEWALK OR GRAVEL PLAZA,
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, LOCATED WITHIN A TRAVELED ROADWAY, BC BACK OF CURB SC SNOHOMISH COUNTY
<br /> MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES SHALL HAVE SOLID LOCKING LIDS.ALL DRAINAGE STRUCTURES ASSOCIATED IE INVERT ELEVATION ST STREET
<br /> IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID CJ CONSTRUCTION JOINT STA ALIGNMENT STATION
<br /> CONSTRUCTION IS COMPLETED AND APPROVED AND LOCKING LIDS. CL CENTERLINE L LENGTH OR LONG STD STANDARD ZO
<br /> VEGETATION/LANDSCAPING IS ESTABLISHED. 9. ALL COORDINATES FOR DRAINAGE STRUCTURES ARE CENTERED OF GRATE, COE CITY OF EVERETT LP LOW POINT S/W SIDEWALK 0
<br /> CONTRACTOR TO LOCATE GRATES AT APPROXIMATE LOW POINTS AND CONC CONCRETE LS LANDSCAPING
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN THIS PLAN SHALL BE SURFACE WATER FLOW LINES. CTRL CONTROL LT LEFT TESC TEMPORARY EROSION AND SEDIMENT W
<br /> CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.
<br /> TION.DURING THE CONTROL
<br /> CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED 10. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE LOCAL DEMO DEMOLITION/DEMOLISH ME MEET/MATCH EXISTING TEMP TEMPORARY
<br /> CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING SHALL BE REGULATING MUNICIPALITY INSPECTOR PRIOR TO THE START OF DIA/0 DIAMETER MH MANHOLE TOE GRADE AT BOTTOM OF WALL
<br /> MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DI DUCTILE IRON TOP GRADE AT TOP OF WALL
<br /> CONSTRUCTION. DTL DETAIL N NORTH TYP TYPICAL
<br /> 11. ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED DWG DRAWING
<br /> A 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST CONSTRUCTED IN FOR GRADE AND ALIGNMENT BY AN ENGINEER OR SURVEYING FIRM,OR A OFF ALIGNMENT OFFSET W WIDE OR WEST
<br /> CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH CONTRACTOR APPROVED BY THE CITY. E EAST WSDOT WASHINGTON STATE DEPARTMENT OF
<br /> A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPLICABLE 12 STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: EC EDGE OF CONCRETE PC POINT OF CURVATURE TRANSPORTATION
<br /> WATER QUALITY STANDARDS. EFCC ENTRY FEATURE COLUMN CENTER PL PROPERTY LINE
<br /> 12.1. PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF
<br /> AASHTO M 86,CLASS 2. EL ELEVATION POE POINT OF BEGINNING
<br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM EP EDGE OF PAVEMENT PSE PUGET SOUND ENERGY
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE 12.2. REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF EX EXISTING PT POINT OF TANGENCY
<br /> CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS AASHTO M 170.
<br /> NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 12.3. PVC PIPE SHALL CONFORM TO ASTM D 3034-73 SDR 35 FOR 4'THROUGH
<br /> SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 15"DIAMETER PVC PIPE,AND SHALL CONFORM TO ASTM F 679 FOR 18"
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THROUGH 27"DIAMETER PIPE WITH JOINTS AND GASKETS CONFORMING
<br /> THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, TO ASTM D 3212 AND ASTM F 477. PROPOSED LEGEND EXISTING LEGEND
<br /> ESPECIALLY AFTER STORM EVENTS. 12.4. DUCTILE IRON PIPE(DIP)CONFORMING TO THE REQUIREMENTS OF ANSI x x FENCE-CHAIN LINK -xxxx- CHAIN LINK FENCE
<br /> 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND A21.51,AND AWWA C 151,THICKNESS CLASS AS SHOWN ON THE PLANS. ❑ ❑ FENCE-WOOD
<br /> MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS 12.5. POLYETHYLENE(HDPE)SMOOTH INTERIOR WALL PIPE PER ADVANCED ti TP TP FENCE-TREE PROTECTION WOOD FENCE
<br /> FOLLOWING A MAJOR STORM EVENT. DRAINAGE SYSTEMS N-12 PIPE(N-12)CONSTRUCTION PER THE O
<br /> STANDARD SPECIFICATIONS 7-04. SF SF FENCE-SILT CURB GUTTER Z
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO o 0 FENCE-HIGH VISIBLITY
<br /> ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND 12.6. THE MINIMUM COVER FOR PVC PIPE SHALL BE 36".THE MINIMUM COVER STRAW WATTLE ----------------- WATER LINE
<br /> CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING FOR ADS OR DUCTILE IRON PIPE SHALL BE 12".THE MINIMUM COVER
<br /> OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE FOR ALL OTHER PIPE SHALL BE PER THE MANUFACTURER'S WALL-CONCRETE --o----o----P----P--- UNDERGROUND POWER LINE
<br /> DOWNSTREAM SYSTEM. RECOMMENDATIONS,BUT NOT LESS THAN 12"MIN. ROAD-UNPAVED J J -- UNDERGROUND COMM LINE
<br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 13. STORM DRAIN PIPE INSTALLATION SHALL MEET MANUFACTURER'S CURB&GUTTER J o M
<br /> BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF SPECIFICATIONS FOR JOINT DEFLECTION,PIPE DEFLECTION,DEPTH,PIPE --s----s----s----s--- SANITARY SEWER LINE
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<br /> THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT BEDDING,PIPE BEDDING COMPACTION,AND ALL OTHER MANUFACTURER'S --o----o----o----o--- STORM DRAIN LINE
<br /> ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SPECIFICATIONS. PAVEMENT-ASPHALT
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO 14. ROOF DRAIN PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING: SIDEWALK-CONCRETE -----G----G----s--- GAS LINE m N
<br /> REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. BUILDING
<br /> - - -370- - - CONTOUR MAJOR
<br /> 14.1. PVC SOLID WALL PIPE WHICH MEETS ASTM D3034. `N_( -
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM 14.2. CORRUGATED POLYETHYLENE PIPE WITH SMOOTH INTERIOR WHICH D STORM DRAIN 369 CONTOUR MINOR v m
<br /> ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. MEETS ASHTO M252 OR M294. w w WATER MAIN BUILDING OUTLINE I 23"
<br /> 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR 15. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING GG- GAS LINE o. P POWER o m
<br /> UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH PLAN THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND BUILDING OVERHANG LINE _
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<br /> APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 379 CONTOUR MINOR PROPERTY LINE ' vi
<br /> SEPTEMBER 30. N
<br /> 16. THE CONTRACTOR SHALL VERIFY DIA,LENGTH,CONDITION,PIPE TYPE, 380 CONTOUR MAJOR M d
<br /> SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ADJOINING PROPERTY LINE o
<br /> CITY OF EVERETT STORM DRAINAGE NOTES ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO - - PROPOSED PROPERTY LINE SECTION LINE = n
<br /> CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO LIMIT OF WORK
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR CONSTRUCTION.POTHOLING OF SYSTEM(AS REQUIRED)SHALL BE -- PROJECT BOUNDARY EASEMENT LINE
<br /> PUT INTO USE UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY INCLUDED IN BASE BID.
<br /> THE CITY OF EVERETT. - - - - - - - EASEMENT ROAD CENTERLINE
<br /> 17. CATCH BASINS:SHALL BE AS SPECIFIED TYPE 1,TYPE 1L OR TYPE 2 AND
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT - - SETBACK
<br /> CONFORM TO WSDOT STANDARD PLANS B-5.20-01,B-5.40-01 AND B-10.20-01
<br /> DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE AS REQUIRED.INSTALL WITH GRATE UNLESS OTHERWISE NOTED. - - - - - - - SAWCUT ASPHALT
<br /> WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND V
<br /> MUNICIPAL CONSTRUCTION(CURRENT EDITION). 18. CATCH BASIN GRATES:CONFORM TO CITY OF EVERETT STANDARDS AND CONCRETE N z
<br /> WSDOT STD PLANS B-30.10-01 AND B-30.50-01 AS REQUIRED.SHALL BE BOLLARD
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED 0'^ W LLI
<br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE W
<br /> DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL OR FINISHED GRADE. ASPHALT w GATE O
<br /> GRATE ELEVATION ON PLANS REFLECT THE 0.10 FOOT DEPRESSION. a 0uj LUCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS j-� LIGHT STANDARD
<br /> AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF 19. CATCH BASIN SOLID METAL LIDS:SHALL CONFORM TO WSDOT STD PLAN o STORMWATER MANHOLE NATURAL GAS METER Z > J
<br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE B-30.20-02 AND BE OF LOCKING TYPE AND SHALL USE REVERSIBLE FRAME IA NATURAL GAS VALVE W Q � ~
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY STD PLAN B-30.50-01. 9 STORMWATER CATCH BASIN L LU ~ O 0
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 20 CATCH BASIN STEPS:CONFORM TO WSDOT STD PLAN B-3090-01 P POWER POLE 'r^ > W z
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. . . . Q INLET PROTECTION �e� POWER POLE W/DROPLINE y J 0 w Z Q
<br /> 0 21. MISCELLANEOUS CATCH BASIN DETAILS:CONFORM TO WSDOT STD PLAN ;J� POWER POLE W/LIGHT w 0
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS � 0_B-30.90-01.
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<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING PB POWER PULL BOX z
<br /> CONSTRUCTION. 22. STATION AND OFFSETS FOR CATCH BASINS ARE TO CENTER OF STRUCTURE. POWER TRANSFORMER > �/ O
<br /> o CONTRACTOR TO LOCATE GRATES AT APPROPRIATE LOW POINTS AND - Q U)
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO SEWER CLEANOUT LU
<br /> O WASTE,DRAINS TO STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND.' SURFACE WATER FLOW LINES. SEWER MANHOLEul
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<br /> CHOOSE APPROPRIATE FEATURE FOR THE PROJECT 23. ALL FABRICATED AND MISCELLANEOUS STEELS IN CATCH BASINS, STORM DRAIN CATCH BASIN N of = z
<br /> INCLUDING BUT NOT LIMITED TO STEPS AND CHAINS,SHALL BE GALVANIZED
<br /> STORM DRAIN MANHOLE I- F III
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<br /> AFTER FABRICATION IN CONFORMANCE WITH ASTM A125,A153,A384,A385, Z O LU
<br /> HZ STORM DRAINAGE NOTES: ANDA386. `; Q LU J
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY - STREET SIGN U-
<br /> OF E ERETT STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF 24. CATCH BASIN ANTI-DUMPING MESSAGE:CONFORM TO CITY OF LACEY DWG m
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<br /> Z WASH V INGTON STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND 5-2"CATCH BASIN ANTI-DUMP MESSAGE TYPE II",SHEET C2.10. (V} WATER FIRE HYDRANT m
<br /> MUNICIPAL CONSTRUCTION(WSDOT/APWA)AND AS AMENDED BY THE ANTI-DUMPING MESSAGE SHALL BE STENCILED ONTO PAVEMENT ADJACENT 3i WATER METER Q
<br /> Z COUNTY OR THE STATE. TO ALL CATCH BASINS AND CURB INLETS.STENCILING TO BE AS APPROVED A WATER VALVE
<br /> w BY THE CITY OF LACEY. ; TELEPHONE PEDESTAL
<br /> Z 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL
<br /> 0 25. ALL BEDDING,BACKFILL AND FOUNDATION MATERIAL FOR PIPES AND �nj TELEPHONE VAULT
<br /> w BE REQUIRED IN ACCORDANCE WITH SECTION 1-07.15,AS MODIFIED BY THE
<br /> W STRUCTURES SHALL BE IMPORTED MATERIAL FROM A CITY OF EVERETT --, THE CONTRACTOR SHALL BE Fuuv
<br /> 0 APWA SUPPLEMENT OF THE CURRENT STATE OF WASHINGTON STANDARD �w; WATER VAULT APPROVED AND PERMITTED SITE. RESPONSIBLE FOR THE LOCATION AND
<br /> o SPECIFICATIONS AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY S IRRIGATION CONTROL BOX PROTECTION OF ALL EXISTING
<br /> O 2012 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AS HZ DEMOLITION NOTES: o NATURAL GAS METER UTILITIES AND SHALL VERIFY ALL
<br /> AMENDED IN 2014(DOE MANUAL). UTILITY LOCATIONSPRIORTO
<br /> I, NATURAL GAS VALVE CONSTRUCTION BY CALLING THE:
<br /> 4 2.1. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL 1. COORDINATE ALL UTILITY DEMOLITION WITH THE RESPECTIVE PROPOSED ; NATURAL GAS VAULT UNDERGROUND LOCATE LINE:
<br /> UTILITY PLAN PRIOR TO REMOVAL.ALL UTILITY LINES MUST REMAIN
<br /> MEASURES AS SHOWN ON THIS SET OF DRAWINGS NOT PROVIDE SERVICE WITH ANY REQUIRED DISRUPTION SCHEDULED DURING TYPICAL ROOF DRAIN 811
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<br /> ADEQUATE EROSION AND SEDIMENT CONTROL,THE CONSTRUCTION WORK HOURS. , POWER METER A MINIMUM OF 48 HOURS PRIOR
<br /> APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS TO ANY EXCAVATION
<br /> NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS, 2. LOCATION OF UTILITIES SHOWN IN THESE PLANS ARE BASED ON THE BEST
<br /> o NATURAL WATER COURSES,AND/OR STORM DRAINAGE SYSTEMS. AVAILABLE INFORMATION CONTRACTOR IS TO FIELD VERIFY LOCATIONS AND 10
<br /> a ELEVATION AT POINTS OF CONNECTION BEFORE BEGINNING WORK.
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<br /> 3. CALL FOR UNDERGROUND LOCATE LINE 811 A MINIMUM OF 48 HOURS PRIOR VDWInr TO ANY EXCAVATION. 3. CONTRACTOR TO ONLY EXCAVATE THE AMOUNT OF UTILITY THAT CAN BE 1P'of-Asy dL,�
<br /> a 4 REMOVED WITHIN THE WORKDAY.UPON COMPLETION OF REMOVAL AND
<br /> . ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE F w `I'c2
<br /> REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING INSTALLATION OF NEW UTILITY.THE CONTRACTOR WILL BACKFILL THE m
<br /> m TRENCH AS ALLOWED BY LOCAL JURISDICTION.
<br /> CONSTRUCTION.
<br /> 4. WHEN ITEM IS TO BE"DEMOLISHED"OR"DEMOLITION"IS TO OCCUR, w`r
<br /> a~i 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN CONTRACTOR TO CUT AND REMOVE,OR ABANDON(IF ALLOWED BY OWNER
<br /> w STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY AND UTILITY PURVEYOR,IF APPLICABLE AND WILL NOT CONFLICT WITH ORAL
<br /> ECG
<br /> CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF-WAY.IT SHALL OTHER PROPOSED IMPROVEMENTS).ALL DEMOLISHED ITEMS TO BE
<br /> BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED
<br /> DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE.CONTRACTOR IS ALSO
<br /> PERMITS PRIOR TO ANY CONSTRUCTION.THE CONTRACTOR SHALL ABIDE BY
<br /> u MAINTAIN EXISTING UTILITY
<br /> ALL REQUIREMENTS FOR TRAFFIC CONTROL AND SAFETY WHEN WORKING IN REQUIRED TO TAKE ALL NECESSARY STEPS
<br /> SERVICE OR OTHER FUNCTION DURING DEMOLITION UNLESS OTHERWISE JOB NO.: R313078.01
<br /> THE ROAD RIGHT-OF-WAY. SPECIFICALLY APPROVED BY THE OWNER.
<br /> DATE: 04/13/2022
<br /> J DESIGNED:D.BAGLEY
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<br /> o Of CHECKED: B.DUNNING
<br /> SCALE: NTS
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<br /> 0 3 DRAWING NO.
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