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SECTION 14, T 28 N, R 4 E, W.M. W o
<br /> d LU N
<br /> 4)a d CITY OF EVERETT EROSION AND SEDIMENTATION CONTROL:: 6. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR ABBREVIATIONS 0 N
<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.
<br /> AP ANGLE POINT FL CURB FLOW LINE RP RADIUS POINT
<br /> .0 1. APPROVAL IT 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 /> IfN NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURES. H HIGH R/W RIGHT-OF-WAY
<br /> y, DESIGN(E.G.SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,
<br /> M y. BEG BEGIN HCR HANDICAP RAMP
<br /> > NO 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 /> >0' ry 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, SHALL HAVE SOLID LOCKING LIDS.ALL DRAINAGE STRUCTURES ASSOCIATED BC BACK OF CURB SC SNOHOMISH COUNTY
<br /> W N MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID IE INVERT ELEVATION ST STREET
<br /> � 7 N IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL LOCKING LIDS CJ CONSTRUCTION JOINT STA ALIGNMENT STATION
<br /> .
<br /> T r- CONSTRUCTION IS COMPLETED AND APPROVED AND CL CENTERLINE L LENGTH OR LONG STD STANDARD
<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
<br /> U to 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
<br /> w CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE CONTROL
<br /> �T CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED 10. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE LOCAL
<br /> w; DEMO DEMOLITION/DEMOLISH ME MEET/MATCH EXISTING TEMP TEMPORARY Z
<br /> w" 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 0
<br /> MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DI DUCTILE IRON TOP GRADE AT TOP OF WALL
<br /> CONSTRUCTION. 11. ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED DTL DETAIL N NORTH TYP TYPICAL >
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN FOR GRADE AND ALIGNMENT BY AN ENGINEER OR SURVEYING FIRM,OR A DWG DRAWING �
<br /> CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH CONTRACTOR APPROVED BY THE CITY. OFF ALIGNMENT OFFSET W WIDE OR WEST
<br /> A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO E EAST WSDOT WASHINGTON STATE DEPARTMENT OF
<br /> 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 /> 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 ZO
<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. j
<br /> NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT W
<br /> 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 /> H
<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 d
<br /> (DIP) 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 /> .
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO -0-0- 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 'T
<br /> CURB n
<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----s----s--- GAS LINE m N
<br /> REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. BUILDING -370- -- - - CONTOUR MAJOR ^ r'n 8
<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
<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 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
<br /> P P POWER _
<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 ''^^ 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 /> P Q uj L u
<br /> GRATE ELEVATION ON PLANS REFLECT THE 0.10 FOOT DEPRESSION. 000NTRACTOR 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 NATURAL GAS METER Z > J
<br /> STORMWATER MANHOLE W
<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 Q 2 ~
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY STD PLAN B-30.50-01. 9 STORMWATER CATCH BASIN �, LL W ~ O 0
<br /> POWER POLE r W
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 20. CATCH BASIN STEPS:CONFORM TO WSDOT STD PLAN B-30.90-01. P '^ > 0' z
<br /> 0 COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. Q INLET PROTECTION a� POWER POLE W/DROPLINE y) 0 W Z Q
<br /> 3: 21. MISCELLANEOUS CATCH BASIN DETAILS:CONFORM TO WSDOT STD PLAN ;J� POWER POLE W/LIGHT w 0 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS D_ W J (n
<br /> B-30.90-01. 2 Q z
<br /> c MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING P B POWER PULL BOX
<br /> O CONSTRUCTION. 22. STATION AND OFFSETS FOR CATCH BASINS ARE TO CENTER OF STRUCTURE. POWER TRANSFORMER > �/ O
<br /> c CONTRACTOR TO LOCATE GRATES AT APPROPRIATE LOW POINTS AND - Q
<br /> Ij 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO SEWER MANHOLE
<br /> W U
<br /> U)
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<br /> WASTE,DRAINS TO STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND.' SURFACE WATER FLOW LINES. SEWER MANHOLE Z ~ w Q
<br /> CHOOSE APPROPRIATE FEATURE FOR THE PROJECT 23. ALL FABRICATED AND MISCELLANEOUS STEELS IN CATCH BASINS, STORM DRAIN CATCH BASIN Q Z
<br /> INCLUDING BUT NOT LIMITED TO STEPS AND CHAINS,SHALL BE GALVANIZED STORM DRAIN MANHOLE H' w
<br /> M AFTER FABRICATION IN CONFORMANCE WITH ASTM A125,A153,A384,A385, Z O I� LLI
<br /> af HZ STORM DRAINAGE NOTES: ANDA386. `"' Q W J
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY STREET SIGN U-
<br /> O 24. ALL BEDDING,BACKFILL AND FOUNDATION MATERIAL FOR PIPES AND f� m
<br /> z OF EVERETT STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF STRUCTURES SHALL BE IMPORTED MATERIAL FROM A CITY OF EVERETT } WATER FIRE HYDRANT N m
<br /> WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND
<br /> z MUNICIPAL CONSTRUCTION(WSDOT/APWA)AND AS AMENDED BY THE APPROVED AND PERMITTED SITE. A WATER METER Q
<br /> WATER VALVE
<br /> w COUNTY OR THE STATE.
<br /> HZ DEMOLITION NOTES:
<br /> �; TELEPHONE PEDESTAL
<br /> 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL 1. COORDINATE ALL UTILITY DEMOLITION WITH THE RESPECTIVE PROPOSED
<br /> mnj TELEPHONE VAULT
<br /> o BE REQUIRED IN ACCORDANCE WITH SECTION 1-07.15,AS MODIFIED BY THE UTILITY PLAN PRIOR TO REMOVAL.ALL UTILITY LINES MUST REMAIN IN --, THE CONTRACTOR SHALL BE Fuuv
<br /> 0 APWA SUPPLEMENT OF THE CURRENT STATE OF WASHINGTON STANDARD SERVICE WITH ANY REQUIRED DISRUPTION SCHEDULED DURING TYPICAL WATER VAULT RESPONSIBLE FOR THE LOCATION AND
<br /> ¢ SPECIFICATIONS AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY CONSTRUCTION WORK HOURS. S IRRIGATION CONTROL BOX PROTECTION OF ALL EXISTING
<br /> O 2012 STORM WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AS UTILITIES AND SHALL VERIFY ALL
<br /> O o NATURAL GAS METER
<br /> AMENDED IN 2014(DOE MANUAL). 2. LOCATION OF UTILITIES SHOWN IN THESE PLANS ARE BASED THE BEST UTILITY LOCATIONS PRIOR TO
<br /> ¢ 2.1. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL AVAILABLE INFORMATION CONTRACTOR IS TO FIELD VERIFY LOCATIONS AND
<br /> r,l NATURAL GAS VALVE CONSTRUCTION BY CALLING THE:
<br /> ELEVATION AT POINTS OF CONNECTION BEFORE BEGINNING WORK. ;G; NATURAL GAS VAULT UNDERGROUND LOCATE LINE:
<br /> MEASURES AS SHOWN ON THIS SET OF DRAWINGS NOT PROVIDE ROOF DRAIN 811
<br /> ADEQUATE EROSION AND SEDIMENT CONTROL,THE 3. CONTRACTOR TO ONLY EXCAVATE THE AMOUNT OF UTILITY THAT CAN BE POWER METER A MINIMUM OF 48 HOURS PRIOR
<br /> m APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS REMOVED WITHIN THE WORKDAY.UPON COMPLETION OF REMOVAL AND TO ANY EXCAVATION
<br /> NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS, INSTALLATION OF NEW UTILITY.THE CONTRACTOR WILL BACKFILL THE
<br /> o NATURAL WATER COURSES,AND/OR STORM DRAINAGE SYSTEMS. TRENCH AS ALLOWED BY LOCAL JURISDICTION.
<br /> c 3. CALL FOR UNDERGROUND LOCATE LINE 811 A MINIMUM OF 48 HOURS PRIOR 4. WHEN ITEM IS TO BE"DEMOLISHED"OR"DEMOLITION"IS TO OCCUR, 9g,El(P E T@4,
<br /> TO ANY EXCAVATION. CONTRACTOR TO CUT AND REMOVE,OR ABANDON(IF ALLOWED BY OWNER la oe xnsgr s�,
<br /> a AND UTILITY� PURVEYOR,IF APPLICABLE AND WILL NOT CONFLICT WITH
<br /> 4. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE h OTHER PROPOSED IMPROVEMENTS).ALL DEMOLISHED ITEMS TO BE
<br /> w REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE.CONTRACTOR IS ALSO ,a
<br /> r CONSTRUCTION. REQUIRED TO TAKE ALL NECESSARY STEPS TO MAINTAIN EXISTING UTILITY
<br /> v¢~i 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN SERVICE OR OTHER FUNCTION DURING DEMOLITION UNLESS OTHERWISE R2302183
<br /> q srsR V w STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY SPECIFICALLY APPROVED BY THE OWNER.
<br /> } CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF-WAY.IT SHALL ONAL 12/20/2022
<br /> 3 BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED
<br /> PERMITS PRIOR TO ANY CONSTRUCTION.THE CONTRACTOR SHALL ABIDE BY
<br /> LL ALL REQUIREMENTS FOR TRAFFIC CONTROL AND SAFETY WHEN WORKING IN JOB NO.: R31307;.
<br /> THE ROAD RIGHT-OF-WAY.
<br /> m
<br /> DATE: 04/13/2022
<br /> w o DESIGNED:D.BAGLEY
<br /> i�
<br /> DRAFTED:
<br /> a w CHECKED: B.DUNNING
<br /> oSCALE: NTS
<br /> a 3
<br /> N a DRAWING NO.
<br /> M� C1 .1
<br /> N N
<br /> N =
<br /> SHEET: 2 of 1
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