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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 IT THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES 7'
<br /> 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 S R DRAINAGE HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURES. H HIGH RAN RIGHT-OF-WAY
<br /> DESIGN LS, SIZE AND LOCATION , ROADS,PIPES,RESTRICTORS, BEG BEGIN HCR HANDICAP RAMP
<br /> CHANNELS,RETENTION FACILITIES,UTILITIES). 8. ALL DRAINAGE STRUCTURES,SUCH AS CATCH BASINS AND MANHOLES,NOT BLDG BUILDING HZ HUITT-ZOLLARS S SOUTH
<br /> LOCATED WITHIN A TRAVELED ROADWAY,SIDEWALK OR GRAVEL PLAZA,
<br /> 2. THE IMPLEMENTATION E THESE ESC PLANS AND THE CONSTRUCTION, BC BACK OF CURB SC STREET SH 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 S LOCKING LIDS. TA ALIGNMENT STATION
<br /> CONSTRUCTION IS COMPLETED AND APPROVED AND CL CENTERLINE L LENGTH OR LONG STD STANDARD Z
<br /> VEGETATIONMNDSCAPING IS ESTABLISHED. 9. ALL COORDINATES FOR DRAINAGE STRUCTURES ARE CENTERED OF GRATE, COE CITY OF EVERETT LP LOW POINT S/W SIDEWALK O
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<br /> CONTRACTOR TO LOCATE GRATES AT APPROXIMATE LOW POINTS AND CONC CONCRETE LS LANDSCAPING
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE SURFACE WATER FLOW LINES. CTRL CONTROL LT LEFT TESC TEMPORARY EROSION AND SEDIMENT W
<br /> Ln
<br /> CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE CONTROL K
<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. 121 PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF EFCC ENTRY FEATURE COLUMN CENTER PL PROPERTY LINE
<br /> ..
<br /> EL ELEVATION POB POINT OF BEGINNING
<br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM AASHTO M 86,CLASS 2. 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 -xx . .- 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. ❑ El 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 -E Tp TP FENCE-TREE PROTECTION WOOD FENCE
<br /> FOLLOWING A MAJOR STORM EVENT. DRAINAGE SYSTEMS N-12 PIPE(N-1 2)CONSTRUCTION PER THE O
<br /> STANDARD SPECIFICATIONS 704. 0 0 FENCE-SILT CURB GUTTER
<br /> - Z
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO FENCE-HIGH VISIBILITY CCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND 12.6. THE MINIMUM COVER FOR PVC PIPE SHALL BE 36".THE MINIMUM COVER 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 STRAW WATTLE
<br /> OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE FOR ALL OTHER PIPE SHALL BE PER THE MANUFACTURER'S WALL-CONCRETE --P----P----P----I— UNDERGROUND POWER LINE
<br /> DOWNSTREAM SYSTEM. RECOMMENDATIONS,BUT NOT LESS THAN I2"MIN. ROAD-UNPAVED T----T----T___ UNDERGROUND COMM LINE
<br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 13. STORM DRAIN PIPE INSTALLATION SHALL MEET MANUFACTURER'S CURB&GUTTER
<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 E
<br /> 8 <
<br /> THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT BEDDING,PIPE BEDDING COMPACTION,AND ALL OTHER MANUFACTURER'S CURB r
<br /> --o----o----o----o--- STORM DRAIN LINE
<br /> ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SPECIFICATIONS. PAVEMENT-ASPHALT
<br /> s GAS LINE
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO 14. ROOF DRAIN PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING: SIDEWALK-CONCRETE
<br /> --s--------�____°___ on
<br /> REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. 14.1. PVC SOLID WALL PIPE WHICH MEETS ASTM D3034. BUILDING - - -370 CONTOUR MAJOR AB
<br /> �.1
<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 ;u
<br /> ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. MEETS ASHTO M252 OR M294.
<br /> -w w-WATERMAIN BUILDING OUTLINE 03�
<br /> 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR 15. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING c G-GAS LINE UNSTABI - BUILDING OVERHANG LINE E m
<br /> LIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH PLAN.THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND
<br /> APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. P P - - - - -POWER ��$
<br /> SEPTEMBER 30. 379 CONTOUR MINOR PROPERTY LINE _
<br /> 16. THE CONTRACTOR SHALL VERIFY DIA,LENGTH,CONDITION,PIPE TYPE, 380 CONTOUR MAJOR N
<br /> SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ADJOINING PROPERTY LINE
<br /> CITY OF EVERETT STORM DRAINAGE NOTES ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO - - PROPOSED PROPERTY LINE - - SECTION LINE a
<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 IL OR TYPE 2 AND
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT - -SETBACK
<br /> DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE CONFORM ED WSDOT STANDARD PLANS UNLESS
<br /> OTHERWISE
<br /> RWIS-01 AND B-10.20-01 - - -- --
<br /> WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND AS REQUIRED.INSTALL WITH GRATE UNLESS OTHERWISE NOTED. -SAWCUT ASPHALT
<br /> 7
<br /> MUNICIPAL CONSTRUCTION(CURRENT EDITION). 18. CATCH BASIN GRATES:CONFORM TO CITY OF EVERETT STANDARDS AND a CONCRETE W 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 DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL OR FINISHED GRADE. ASPHALT GATE (� O1 W
<br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE GRATE ELEVATION ON PLANS REFLECT THE 0.10 FOOT DEPRESSION. 7 w Q (n
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS j.� LIGHT STANDARD
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<br /> AND LI AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.TI 19. CATCH BASIN SOLID METAL LIDS:SHALL CONFORM E WSDOT STD PLAN NATURAL GAS METER LU J
<br /> � STORMWATER MANHOLE W
<br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE B-30.2LAN AND BE OF LOCKING TYPE AND SHALL USE REVERSIBLE FRAME L7 NATURAL GAS VALVE Q 2 ~
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY STD PLAN BJ0.50-01. STORMWATER CATCH BASIN LU W O 0
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO POWER POLE `^
<br /> 20. CATCH BASIN STEPS:CONFORM TO WSDOT STD PLAN B-30.90-01. v V) O D_ Z Q
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. Q INLET PROTECTION � POWER POLE W/DROPLINE W
<br /> 3 21. MISCELLANEOUS CATCH BASIN DETAILS:CONFORM TO WSDOT STD PLAN 'yJ POWER POLE W/LIGHT W �
<br /> ❑ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS O_ W J U)
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING B-30.90-01. ,P POWER PULL BOX < z
<br /> �j CONSTRUCTION. 22. STATION AND OFFSETS FOR CATCH BASINS ARE TO CENTER OF STRUCTURE. POWER TRANSFORMER W � N O
<br /> CONTRACTOR TO LOCATE GRATES AT APPROPRIATE LOW POINTS AND - Q Co LL _
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO 's� SEWER CLEANOUT L)
<br /> Lj SURFACE WATER FLOW LINES. H- W
<br /> I WASTE,DRAINS TO STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND." `, SEWER MANHOLE � Z � z
<br /> CHOOSE APPROPRIATE FEATURE FOR THE PROJECT 23. ALL FABRICATED AND MISCELLANEOUS STEELS IN CATCH BASINS, :�' STORM DRAIN CATCH BASIN n�//
<br /> INCLUDING BUT NOT LIMITED TO STEPS AND CHAINS,SHALL BE GALVANIZED H
<br /> m AFTER FABRICATION IN CONFORMANCE WITH ASTM A125,A153,A384,A385, °j STORM DRAIN MANHOLE w Z O Ld
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<br /> HZ STORM DRAINAGE NOTES: AND A386. Q LU
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY STREET SIGN
<br /> w 24. CATCH BASIN ANTI-DUMPING MESSAGE:CONFORM TO CITY OF LACEY DWG n m
<br /> O OF EVERETT STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF 1 N
<br /> z S2'CATCH BASIN ANTI-DUMP MESSAGE TYPE II",SHEET C2.10. T WATER FIRE HYDRANT [Q
<br /> WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND
<br /> MUNICIPAL CONSTRUCTION(WSDOT/APWA)AND AS AMENDED BY THE ANTI-DUMPING MESSAGE SHALL BE STENCILED ONTO PAVEMENT ADJACENT £ WATER METER Q
<br /> z COUNTY OR THE STATE. TO ALL CATCH BASINS AND CURB INLETS.STENCILING TO BE AS APPROVED N WATER VALVE
<br /> w BY THE CITY OF LACEY.
<br /> z % TELEPHONE PEDESTAL
<br /> 0 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL 25. ALL BEDDING,BACKFILL AND FOUNDATION MATERIAL FOR PIPES AND TELEPHONE VAULT
<br /> w BE REQUIRED IN ACCORDANCE WITH SECTION 1-07.15,AS MODIFIED BY THE TLC THE CONTRACTOR SHALL BE FULLY
<br /> w STRUCTURES SHALL BE IMPORTED MATERIAL FROM A CITY OF EVERETT -
<br /> ❑ APWA SUPPLEMENT OF THE CURRENT STATE OF WASHINGTON STANDARD ;APPROVED AND PERMITTED SITE. w; WATER VAULT RESPONSIBLE FOR THE LOCATION AND
<br /> 'o SPECIFICATIONS AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ya IRRIGATION CONTROL BOX PROTECTION OF ALL EXISTING
<br /> O2012 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AS HZ DEMOLITION NOTES: 1,�2 NATURAL GAS METER UTILITIESAND SHALL VERIFYALL
<br /> F AMENDED IN 2014(DOE MANUAL). UTILITY LOCATIONS PRIORTO
<br /> 1. COORDINATE ALL UTILITY DEMOLITION WITH THE RESPECTIVE PROPOSED Ll NATURAL GAS VALVE CONSTRUCTION BY CALLING THE:
<br /> 2.1. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL UTILITY PLAN PRIOR TO REMOVAL.ALL UTILITY LINES MUST REMAIN IN
<br /> c; NATURAL GAS VAULT UNDERGROUND LOCATE LINE:
<br /> c MEASURES AS SHOWN ON THIS SET OF DRAWINGS NOT PROVIDE SERVICE WITH ANY REQUIRED DISRUPTION SCHEDULED DURING TYPICAL ;a ROOF DRAIN 81
<br /> ADEQUATE EROSION AND SEDIMENT CONTROL,THE CONSTRUCTION WORK HOURS. , , POWER METER A MINIMUM OF 48 HOURS PRIOR
<br /> 2 APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS TO ANY EXCAVATION
<br /> F. NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS, 2. LOCATION OF UTILITIES SHOWN IN THESE PLANS ARE BASED ON THE BEST
<br /> a
<br /> � NATURAL WATER COURSES,AND/OR STORM DRAINAGE SYSTEMS. AVAILABLE INFORMATION CONTRACTOR IS TO FIELD VERIFY LOCATIONS AND
<br /> Q ELEVATION AT POINTS OF CONNECTION BEFORE BEGINNING WORK.
<br /> O 3. CALL FOR UNDERGROUND LOCATE LINE 811 A MINIMUM OF 48 HOURS PRIOR $DWIN
<br /> TO ANY EXCAVATION. 3. CONTRACTOR TO ONLY EXCAVATE THE AMOUNT OF UTILITY THAT CAN BE ti�OF WAsy7�
<br /> REMOVED WITHIN THE WORKDAY.UPON COMPLETION OF REMOVAL AND ,3'a4' 4p2
<br /> = 4. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE INSTALLATION OF NEW UTILITY.THE CONTRACTOR WILL BACKFILL THE F
<br /> 2 REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING TRENCH AS ALLOWED BY LOCAL JURISDICTION. �N
<br /> y CONSTRUCTION.
<br /> ti
<br /> 4. WHEN ITEM IS TO BE"DEMOLISHED'OR"DEMOLITION"IS TO OCCUR, e�
<br /> m5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN CONTRACTOR TO CUT AND REMOVE,OR ABANDON(IF ALLOWED BY OWNER °�.gEGt3TE�•9 ti� v
<br /> w STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY AND UTILITY PURVEYOR,IF APPLICABLE AND WILL NOT CONFLICT WITH 'Y370. v
<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 /> PERMITS PRIOR TO ANY CONSTRUCTION.THE CONTRACTOR SHALL ABIDE BY DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE.CONTRACTOR IS ALSO
<br /> LL ALL REQUIREMENTS FOR TRAFFIC CONTROL AND SAFETY WHEN WORKING IN REQUIRED TO TAKE ALL NECESSARY STEPS MAINTAIN EXISTING UTILITY
<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 /> DESIGNED:D.BAGLEY
<br /> ¢ro
<br /> DRAFTED:
<br /> o CHECKED: B.DUNNING
<br /> SCALE: NTS
<br /> a❑
<br /> w 7 DRAWING NO.
<br /> �0 C1 .1
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<br /> i SHEET: 2 of 1
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