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PROPOSED FEATURES
<br />EEC NOTES
<br />WATER NOTES
<br />BOUNDARY
<br />R1Gll� WAY
<br />A FIALT PAVE'AMENT
<br />7® NO CONNECTION TO 7HE EXISTING MAINS KILL BE ALLOWED EXCEPT BY MEANS OF
<br />iDT LINE
<br />: _:
<br />1.
<br />APPROVAL OF 77-IIS EROSIONI DIMENTATION CONTROL (ESC) PLAN DOES NOT
<br />AN APPROVED BACKFLOW PREVEN77ON DEb�iCE PRIOR TO SA77SFACTORY FLUSHING,
<br />FLOW CURBLi
<br />CONCRETE SIDEWALK
<br />C®NST7il9iE AN APPROVAL' OF PERMANENT ROAD OR DRAINAGE DESIGN ( G SIZE
<br />TESTING, DISINFEC770N, AND RECEIPT OF SA BACTERIOLOGICAL TEST
<br />-
<br />CEN7ER LINE
<br />is
<br />AND L®CATiON OF ROADS, PIPES, RESTRlCTORS, CHANNELS, lRE°TENTION FACILt T7E5,
<br />RESUL iT
<br />------------m WCUT
<br />®°
<br />CONCRETE' VEHICULAR _>>
<br />PAVEMENT
<br />U77L171ES).
<br />2 ` CONNEC77ONS TO AND TAPS ON EXIS77NG MAINS KILL BE MADE BY 7HE PUBLIC
<br />®
<br />EASEMENT
<br />2.
<br />THE IMPLEMENTATION OF THESE EEO PLANS AND THE CONSTRUCTON,
<br />WORKS DEPARTMENT AT THE DEVELOPER 15 EXPENSE. THE PUBLIC WORKS
<br />,>
<br />BUILDING FOOTPRINT
<br />MAINTENANCE, REPLACEMENT AND UPGRADING �?� THESE ESC FACILIT"JES IS 7%!E
<br />DEPAR ENT ALL BE GIVEN AT LEAST S BUSINESS DAYS NO77CE FOR EACH
<br />� � ® BUILDING OVERHANG
<br />RESPONSIBILITY OF THE APPLICANTTICONTRACTOR UNTIL ALL CONSTRUCTION IS
<br />CONNEC710N. TT1rrE PUBLIC WORKS DEPAR ENT SHALL 7HEREAF7ER DETERMINE• 7HE
<br />---------- -
<br />BUILDING ROOFLINE.
<br />COPLE°TE'® AND APPO WED AND CETA 7/ON�LANDSCAPrN IS ESTABLISHED.
<br />DA 7E AND TIME A T 1CH THE CONNECTION SMALL RE MADE
<br />- - - - - -
<br />BUILDING SETRACK (RSDL)
<br />3
<br />THE BOUNDARIES OF THE CLLAPrNC LIMITS SHOW ON THIS PLAN SHALL DE
<br />3 ALL WORK AND MA7ERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS
<br />GRADING AND TESC FEATURES
<br />CLEARLY T LAGGEL) 1N THE FIELD PRIOR TO CONS 7RUC 770N. DURING THE
<br />CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 'E FLAGGED CLEARING LIMITS
<br />4. A PRE-CONSTRUCTON MEETING ALL DE HELD W17H 774E CITY PRIOR TO 7HE
<br />1 C' PROPOSED CONTOURS
<br />2: 1
<br />SLOPE NAGGER
<br />SHALL BE PERMITTED. TlHE FLAGGING SMALL BE MAINTAINED BY 7HE
<br />START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSMUC77ON
<br />2'PROPOSED CONTOURS
<br />RIPRAP PAD
<br />APPLICANTICONTRACTOR FOR 7HE DURA77ON OF CONS UC770N.
<br />DI WS1ON MUST BE NO77FIED A T LEAST 24 HOURS PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTON
<br />—11 II II—
<br />DAnjG71T LINE
<br />ROCK
<br />-
<br />RETAINING WALL
<br />CHECK DAM
<br />4.
<br />THE ESC FACILITIES SHOWN ON 7741S PLAN MUST BE CONSTRUCTED IN CONJUNC77ON
<br />7HE DEVELOPER OR THE DEVELOPER AU ORdZED AGENT SHALL NOTIFY 7HE
<br />ROCKERY
<br />TEMPORARY CD, TYPE I
<br />IN ALL CLEARING AND GRADING ACnWnES AND IN SUCH A MANNER AS TO
<br />ENSURE 77IAT SEDIMENT AND SEDIMENT LADEN WA`7ER DO NOT EN7ER 7HE
<br />WORKS DEPARTMENT OF A PERSON O CAN BE CONTACTED REGARDING
<br />FIL 7ER FENCE
<br />7EMPORARY CB, TYPE ll
<br />DRAINAGE SYSTEAM,ROADWAYS, OR WOLA 7E APPLICABLE WATER QUALITY
<br />PROBLEMS DURING CONSTRUCTION ON A24 HOUR DAB
<br />CONSTRUCTION FENCE44
<br />PIPE FLOW
<br />STANDARDS.
<br />. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />CLEARED AREA
<br />INTERIM CATCH BASIN
<br />S.
<br />ME ESC FACIL177E'S :SILO ON THIS PLAN ARE 774E• MINIMUM REQUIREMENTS FOR
<br />PARA nON BETWEEN POTABLE AND NON®POTABLE CONVEYANCE SYSTEMS
<br />�
<br />PROTECnON (INSERT)
<br />AN77ClPA7ED S17E COND177ONS DURING THE CONSTRUCTON PERIOD, THESE ESC
<br />FACILdTIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
<br />,�
<br />Z ALL CITY OF EVERETT VALVES SMALL BE OPERA7E® BY PUBLIC WORKS
<br />LIAMITS OF CLEARING
<br />CONSMU07`ION ENTRANCE
<br />TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WA7E'R DO NOT A ° 7HE SITE.
<br />lm IfES, NEW AND EXrSTILIC, MALL BE
<br />DEPARTMENT PERSONNEL ONLY ASAL
<br />®®�
<br />f N7ERCEPrOR WALE
<br />ACCESSIBLE AT ALL TIMES
<br />7TRlANGULAR SILT DIKE
<br />'
<br />7EMPORARY STAND PIPE
<br />6.
<br />7HE ESC FACILl77E'S SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />INTERCEPTOR CULVERT
<br />;
<br />APPLICANTICONTRACTOR TO ENSURE 7HEIR CONTINUED FUNCTIONING, ESPECIALLYSEWER
<br />N13TES
<br />FR P0SED STORM DRAINAGE ".
<br />AFTER STORM EVENTS.
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS .
<br />.STORM DRAIN PIPE
<br />PIPE FLOW ,s
<br />7
<br />THE ESC FACILITIES ON INAC77VE' S17ES SHALL BE INSPECTED AND MAINTAINED A
<br />AND WSDOTIAPWA STANDARD SPECIFICAiIOiUS
<br />®®-
<br />ROOF & F0071NG DRAIN
<br />CULVERT END
<br />MINIMUM OF ONCE A MOIV774 OR WTHIN 7HE 48 HOURS FOLLOWING A MAJOR STORM
<br />--------------------------
<br />ROCKERY DRAIN
<br />s
<br />WENT
<br />2 NO PART OF THE SANITARY SEWER SYSTEM ALL BE COVERED, CONCEALED OR
<br />SURFACE FLOW
<br />0
<br />STORM CLEANOUT
<br />8.
<br />AT NO TIME SHALL MORE MAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br />PUT INTO USE UN77L IT HAS BE TES7E`D, IN ECTED, AND APPROVED BY 774E
<br />CITE' INSPECTOR.
<br />RIPRAP PAD
<br />YARD DRAIN :.
<br />ACCUMULATE WTHIN A TRAPPED CATCH BASIN ALL CATCH BASINS AND
<br />CONVEYANCE LINES SHALL BE CLEANED TO PAVING THE
<br />CATCH BASIN, TYPE I
<br />RAIN GARDEN;.
<br />PRIOR CLEANING
<br />J. APPROXIAAATTE LOCATIONS OF EXISTING UiiLlT7ES 11,E BEEN OBTAINED OIL
<br />OPERATION SHALL NOT FLU SEDIMENT LADEN WA7ER INTO ME' DOVI ISTREAJ+�
<br />AVAILABLE RECORDS AND ARE SHOW FOR CONVENIENCE. 7HE CONTRACTOR SHALL
<br />CATCH BASIN, TYPE IJ
<br />SWALE OR DITCH
<br />SYSTEM,
<br />BE RESPONSIBLE FOR VERInCA77ON OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />9.
<br />STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />ADD17IONAL U77LI71ES NOT SHOWN. lF CONFLICTS W17H EXIS77NG U77LI77ES ARISE
<br />PROP13SED SANITARY SEWER AND WATER
<br />CONS7RUC77ON AND MAINTAINED FOR THE DURATION OF THE PROJECT AD0177ONAL
<br />DURING CONSTRUCTION, E CONTRACTOR SlIALL NOTIFY 7HE PUBLIC WORKS
<br />INSPECTOR AND ANY CHANGES REQUIRE® ALL BE APPROVED BY THE CITY
<br />� SE*ER AMAIN
<br />A/R/VAC RELEASE VALVE
<br />MEASURES AWAY BE REQUIRED TO ENSURE T7/AT ALL PA D AREAS ARE KEPT
<br />ENGINEER PRIOR TO COMMENCEMENT OF RELA CONSTRUTIOa�d ON E PROJECTWER
<br />SER�9CE
<br />®
<br />BLOW OFF
<br />CLEAN FOR THE DURATION OF 77-IE PROJECT
<br />WAR MAIN
<br />IN[
<br />1D
<br />THE C NMACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS
<br />ALL SEA R MAIN EXTENSIONS �Ti�IN THE PUBLIC R/GII� OF®WAY OR IN
<br />MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />SEWER MANHOLE
<br />GATE' VAL VE
<br />TEE W1 C®NC BLOCKING
<br />AND ®1MENT TRACKED OFF 7HE SITE.
<br />STAR7lNG CONSTRUCTION
<br />PIPE FLOW
<br />BEND W1 CONC BLOCKING
<br />11.
<br />APPROPRIATE MEASURES SMALL BE TAKEN TO STOP SEDIMENT FROM ENTERING
<br />SEWER CLEANOUT
<br />REDUCER
<br />WA7ER BODIES 4F THE PROPOSED BMPS FAIL®
<br />STORM NOTESWATER
<br />AMEIEIR
<br />SLEEVE
<br />12
<br />BARE' AND,POR DISTURBED SOILS ALL REMAIN UNCOVERED ANDIOR UNSTABILIZED
<br />1. NO PART OF 7HE DRAINAGE SYS ALL BE COVERED CONCEALED,OR PUT INTO
<br />IRRIGATION METER
<br />COUPLING
<br />FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL SO, AND FOR NO
<br />U UNTIL IT HAS BEEN IN EC7ED, TESTED, AND ACCEPTED BY THE CITY OF
<br />fik
<br />FIRE HYDRANT
<br />DETECTOR CHECK VALVE
<br />MORE MAN 7 DAYS FROM MAY 1 7HROUGH SEPTEMBER
<br />97E ERET7s
<br />A
<br />FIRE DEPT CONNEC77ON (FDC)
<br />POST INDICA TOR SALVE (Plt✓)
<br />2 ALL WORK AND MA7ERIAL SHALL CONFORM TO THE CITY OF EVERETTDESIGN AND
<br />EXISTING FEATURE
<br />ONSMUC77ON STANDARDS AND SPECIFICA77ONS AND TFIE WSDOTIAPWA
<br />STANDARD SPECIFICA77ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSMUC77ON
<br />ADJACENT PLATTIPARCEL LINE
<br />-o
<br />POWER POLE `
<br />(CURRENT EDITlON)m
<br />...., .,.,...
<br />ADJACENT RIGHT —OF— WAY1'LOTS
<br />E--
<br />GUY ANCHOR
<br />3 APPROXIMATE LOCATIONS OF EXISnNG U71LI7IES HAVE BEEN OBTAINED FROM
<br />—
<br />CENTERLINE
<br />��
<br />STREET LIGHT
<br />A MAILABLE RECORDS AND ARE SHOW FROM CONVENIENCE THE CONTRACTOR ACTOR
<br />— _
<br />SURFACE FEATURES
<br />POLE LIGHT
<br />BE RESPONSIBLE FOR VERIFICATION OF LOCATONS AND TO AVOID DAMAGE
<br />TO ANY ADD17IONAL UTILITIES SHOW. IF CONFLICTS W17H EXIS77NG UTILIRES ARISE
<br />...:.
<br />1Dg CONTOURS
<br />POWER FAULT
<br />DURING CONSTRUCTION, TIE CONTRACTOR SHALL NOTIFY 7HE PUBLIC WORKS
<br />2' CONTOURS
<br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br />- — — — SD-
<br />STORM .DRAIN PIPE
<br />a
<br />7RANSF9OlRMER
<br />ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT
<br />- — -- — SS-,
<br />SEWER AMAIN
<br />PO R PETER
<br />4. ALL STORM SYSTEMS WlT7/JN 774E PUBLIC RIGHT -OF- VIA OR IN EASEMENTS MUST
<br />- W -
<br />WATER MAIN
<br />®
<br />JUNCTION BOX
<br />BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />- - - OHP-
<br />AERIAL POWER LINE
<br />P -
<br />BURIED POKER LINE
<br />GAS METER
<br />5 ALL CA TCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE,
<br />- — — G -
<br />GAS MAIN
<br />GAS VALVE
<br />DRAINS TO STEAM, LAKE; RIVER, PUGET SOUND, OR ILAND.' CHOOSE
<br />APPROPRIATE FEATURE FOR THE PROJECT
<br />—T - — -
<br />BURIED TELEPHONE LINE
<br />TV RISER
<br />- - - -OHT-
<br />AERIAL TELEPHONE LINE
<br />�
<br />TELEPHONE VAULT
<br />- - - P /T-
<br />BURIED PO RLEPFIONE
<br />— — — — 0 H P T—
<br />AERIAL PO RITELE'PFlONE
<br />❑
<br />TELEPHONE RISER
<br />X —
<br />WIRE FENCE
<br /><
<br />DITCH l OR SWALE
<br />SIGN
<br />RETAINING WALL
<br />CONIFEROUS TREE
<br />ROCKERY
<br />C7
<br />CATCH BASIN, TYPE//
<br />0
<br />DECIDUOUS TREE
<br />a
<br />CATCH l BASIN, TYPE ll
<br />G
<br />SO PIPE FLOW
<br />Lj
<br />ASPHALT
<br />Q
<br />YARD DRAIN
<br />CONCRETE
<br />0
<br />STORM CLE•ANOUT
<br />STORM DRAIN STUB
<br />El
<br />GRAVEL
<br />SEWER MANHOLE
<br />0
<br />E R CLEANOUT
<br />D
<br />SS PIPE FLOW
<br />®'
<br />SF R STUB
<br />FIRE HYDRANT
<br />Bl--
<br />WATER ME7ER
<br />N
<br />CA TE V'AL VE
<br />W
<br />0
<br />WATER MANdIOLE
<br />�D 9500 Cv4,_j
<br />fi C/STERF�G,�
<br />SS/DNAL.
<br />G100 NUMBER:
<br />fIX
<br />®.299
<br />9
<br />LIJ
<br />SHEET NAME: Imo.
<br />-H
<br />ppj
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