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SW 1/4, SE 1/4, SEC 23, T.28N., R.04E., W.M. �
<br /> EASEMENT�1 ND UTILIT Y NOTES TEsc& GRADING NOTEs SNOHOMISH CO UNT Y WA SHINGTON
<br /> 1. 5' MW SEPARATl01'! BETWEEN CITY OPERATED UTILITIES AND OTHER PRIVATE AND PUBLIC OPERATED UTILITIES 1. THE TEMPORARY EROS/ON CONTROL SY;(EM SHALL SE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. �
<br /> (PUD, CABLE N, I�HONE, GAS ETC.)
<br /> 2. WHERE POSSIBLE, MAINTAIN NATURAL VE"GETAT1oN FOR S1LT CONTROI.
<br /> 2 W�H RIDGED ST EEL CONDUIT ORL'PVC CONDUT OENCASEDEINC REDV CONCRETE A�THE PUBLICNWORKS ND 900 3 AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES TESC NOTES /
<br /> INSPECTORS OPTION. SHALL BE MAINTAINED AND/OR AUERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTlNUING
<br /> EROSION/SEDIMENTATION CONTROL 1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION R�p.�
<br /> 3. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSWG BY OTHER UTILITIES BEFORE CLEAR(NG TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, �G
<br /> FOR A VERTICAL DISTANCE GREATER THAN 3' IN EITHER EASEMENT. 4. ALL DISTURBED AREAS TNAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIODS OF MARCH l TO ANTAREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR MECHANICAL ��,\5��
<br /> MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD ME HODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFI'ER INSTALCATION. IF A . P ,` .a -
<br /> 4. ONLY CITY OPERATED UTILITIES SHALL BE ALl.OWED WITNIN CITY EXCLUSIVE EASEMENT NO OTHER APPROVED BY TNE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. ` �oo,
<br /> EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF TNIS EASEMENT. IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 25q OR �REATER WILL BE MULCHED WITH 2.0 TONS OF 2. qLL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED / 4 ° ° ' d °
<br /> STRAW PER ACRE, OR WITH AN APPROVED EQUAL. BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. a ° d a a � �
<br /> GENERAL NOTES , °a STEEL POSTS �
<br /> DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO ° � 6' O.C.
<br /> i. F O R A N Y E A S E M E N T A C C E S S O R E A S E M E N T W I T H P U B U C U T I L I T I E S, T H E C I T Y E N G I N E E R S N A L L D E T E R M I N E D I S T U R B E D A R E A S T N A T W I L L B E L E F 7 E X P O S E D F O R 7 D A Y S O R M O R E, A N D IM M E DI AT E L Y T O SL O P E S 3, DANGER TREES SHALL BE IDENTIFIED TNROUGH A JOINT INSPECTION INVOLVING 80TH THE DEVELOPED AND R=2 5' M I N I M U M � FILTER FABRIC MATERIAL
<br /> THE REQUIRED EASEMENT WIDTH BASED ON CITY STANDARDS. GREATER THAN 25q WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE. PUBLIC WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE ° �°° 4 . ° ,� ,. ° \a ��
<br /> APPROPRIATE PARTIES. 12" MWIMUM ° °�
<br /> ° \
<br /> a
<br /> 2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE, NO NEW DRIVEWAYS OR PARKING AREAS WILL BE 5. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br /> PERMITTED WI7HIN THE FRONT YARD SETBACK AREA FOR ALL LOTS TNAT FRONT ON THE PUBLIC STREET. NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BACKFILL AND
<br /> BE1NG STOPPED. � a .° COMPACTED
<br /> 5, AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES PLACE AMOCO GEOTEXTILE 2002 �` ,• a
<br /> 3. ACCESS OFF AN EASEMENT DRIVE IS LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB CUT PER LOT. SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT FABRIC BENEATH ROCK \\� a �5 �
<br /> THE DRIVEWAY SNALL NOT EXCEED TWENTY FEET IN WIDTN FOR A DISTANCE OF TWENTY FEET FROM TNE 6. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING CODE. CONTROL. \� �
<br /> EASEMENT ACCESS DRIVE CURB. THE MINIMUM PARKING STA�L WIDTH FOR TWO CARS IN FRONT OF THE FLOpy
<br /> GARAGE IS 20 FEET 8Y 20 FEET - TWO (2) STALLS. TNE MINIMUM PARKING PAD FOR 4 OFF-STREET IS 7. COMPACT ALL FILLS TO MlNIMUM 95q MAXIMUM DENSITY. 6. APPRO�AL OF THIS PLAN DOES NOT CONSTITUTE AN APPR01/AL OF DESIGN, SIZE, NOR LOCATION OF ADD WET WNEEL WELL ���---
<br /> 20 FEET BY 40 FEET. �� -
<br /> PERMANENT P1PES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVA� Of EROSION AND `°b, •
<br /> 8. TNE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO SEDlMENT CONTROL BMP'S ONLY. �;� .
<br /> 4. SURFACE PARKING: EMC18.28.120 SURFACE PARKING IS ONtY PERMITTED ON A LOT WITH AN EXISTING INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER TNE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTIDN �.,
<br /> HOUSE. THE PARKING AREA MAY NOT BE BETWEEN TNE EXISTING HOUSE AND THE PUBLIC STREET. 7HE PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FAC(LITIES MAY NOTES: NEWLY GRADED OR
<br /> PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BE A MtNIMUM OF 5 FEET AWAY FROM 7. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE 1. INSTALLATION: � � �
<br /> BE REQUIRED TO INStJRE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DUR�NG DISTURBED SIDE SLOPE
<br /> ANY NEW PROPER7Y LINE AND MAY NOT BE WlTHIN THE REQUIRED OPEN SPACE. THE COURSE OF CONSTRUCTION IT SHALL 8E TNE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO MEANS OF CONTROLUNG AIR POLLUTION, INCLUDJNG DUST. DUST CAN BE CONTROLLED BY WETTING 1 ,
<br /> EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE LEAVING THE SITE, AND INSTALLING AND MAINTAINING THE AREA OF THE ENTRANCE SHOULD 8E CLEARED OF ALL VEGETATION, ROOTS AND OTHER
<br /> ADDRESS ANY NEW CONDITIONS TNAT MAY BE CREATED BY HIS ACT�VITIES AND TO PROVIDE ADDITIONAL ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY g" ---I �----
<br /> 5. GARAGES: ENC18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE PROPOSED A FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SNOULD BE CONSTRUCTED ACCORDIN� TO 2.5' �
<br /> TWO (2) CAR �ARAGE IS REQtIIRED. ANY EVIDENCE OF TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR TNE PUGET SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED
<br /> SOUND A/R POLLUTION CONTROL AGENCY.
<br /> 9. SUITABLE NATIVE MATERIAL EXCAUATED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
<br /> 6. EMC18.28.120 ALL DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE MET. NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE. THE CITY ENGINEER, OR HIS g, EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL 2 FILTERFABRICFENC�'DET�4IL
<br /> CONTRACTOR RESPONSIBILITYFOR EROSION/SILTATION CONTROL suPAeunAFOR S'ELAS BACKFILL.CNATIV� MATERIA�WILL'BE CONSIDERED�SUITABLEQFOR �NCNEBACKFILLS EXCAVATED DURING UNDERGROUND UTlLITY CONSTRUCTION SHALL BE PLACED ON TNE UPHILL SIDE OF 2. AGGREGATE:
<br /> IF IT IS: TRENCHES (WNERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). 4" TO 6" CRUSNED BALEAST ROCK WSDOT STANDARD SPECIFICATION 9-03.9 (1) C'2.1 N.T.S. (STD. DWG. 205) .
<br /> IT IS THE IN7ENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PtAN THAT STORM WATER RUNOFF 8E 3. ENTRANCE DIMENSIONS:
<br /> CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL A. CAPABLE OF ATTAINING TNE DEGREE OF COMPACTION SPECIFIED IN D GOMPACTION. NOTES THE AGGREGATE IAYER MUST BE AT LEAST 6 INCHES THICK. IT MUST EXTEND THE FULL WIDTH
<br /> MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR. B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT. 1. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF TNE ENTRANCE MUST BE AT
<br /> 1. REGARDLESS OF SITE, WEATHER, SOII OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER DELETERIOUS SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED 8Y PUBLIC WORKS INSPECTOR. LEAST 50 FEET. "
<br /> RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR MATTER.
<br /> SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR 2. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF 4. WASHING:
<br /> WATER BODY ON THE SITE 10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED RESEEDWG IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED IF CONDITIONS ON TNE S1TE ARE SUCH THAT MOSt OF THE MUD IS NOT REMOVED FROM .
<br /> DISPOSAL SlTE. THE CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO WITN MULCH AS DIRECTED BY TNE CITY ENGINEER. VEHICtE TIRES BY CONTACT WITN THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE �
<br /> 2. BEYOND THE MINIMUM REQfJIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE 8E USED AND ALSO COPIES OF THE PERMITS AND APPROUALS OF SUCH DISPOSAL SITES. VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
<br /> FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" BMPs , FOR 3. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
<br /> � � 11. IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.1.3 COMMENCEMENT OF ANY CLEARING OR EARTHWORK. WASHING MORE CONVENIENT AND EFFECTIVE.
<br /> STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICAT/ONS, OR CRUSHED SURFACING TOP COURSE
<br /> DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETT. AS SPECIFIED IN SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 4. ANY GRADING/FILL ON THIS SITE SHALL BE DONE IN A MANNER THAT DOES NOT IMPACT THE SURROUNDING 5. MAINTENANCE
<br /> 3. TNE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER MUNICIPAL CONSTRUCTION. PROPERTIES. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITlON WHICH WILL PREVENT TRACKING OR FLOW
<br /> AND THE CITY INSPECTOR. IN TNE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE OF MUD ONTO PUBUC RIGHTS-OF-WAY. TNIS MAY REQUIRE PERIODIC TOP DRESSING WITH
<br /> INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO 12• TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE IMPACT EROSION C4NTROL DEVICES NOTES 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES .
<br /> AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYERS USED TO TRAP SED/MENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM
<br /> ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL WITH THE F1RST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE, AND THE FOLLOWING LAYERS NOT ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING VEH/CLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMED(ATELY.
<br /> SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH EACH lAYER BEING COMPACTED TO THE DENSITY CONSTRUCTION. �
<br /> SPECIFIED BELOW:
<br /> 4. THE CON7RACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM A. IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90q OF MAXIMUM 1 TEMPORAR Y CONSTR UCTION ENTRANCE
<br /> ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION 0� THE WEATHER. DRY DENSITY TO W17HIN 3 FEET OF SUBGRADE. THE LAST 3 FEET SHALL BE COMPACTED TO 95q OF
<br /> MAXIMUM DRY DENSITY. C2,j N.T.S.
<br /> 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL �
<br /> BE IMMEDIATELY AUAILABLE FOR USE. SUCN SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED B. UNIMPRaVED AREAS OR lANDSCAPE AREAS SHALL BE COMPACTED TO 90� OF MAXIMUM DRY DENSITY. ±
<br /> T0, STRAW BALES OR OTHER MULCHING MATERlAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC.
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR A�L EROSION 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A
<br /> CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SILTATION SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED,
<br /> CONTROL MEASURES ABOVE ALL OTHERS. PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND TNE POTENTIAL FOR EROSION HAS PASSED.
<br /> ?4. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPRQVAL OF DESIGN, SIZE, NOR LOCATION OF PIPES,
<br /> RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROUAL OF GRADING AND SEDIMENTATION CONTROE •
<br /> PLAN ONLY.
<br /> SURFACE AREA DETERMINED 4' MIN. .
<br /> AT TOP OF WEIR ��y�
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<br /> °�°o°Q� � � ° a o°a° C O N V E Y A N G E, O U T L E T, O R .```
<br /> --- ---- ���� ��Q° --- ---• ---- NOTE: TRAP MAY BE FORMED BY BERM OR BY GEOTEXTILE LEVEL SPREADER '
<br /> pQ°�csac� � � =4-:�0� PARTIAL OR COMPLETE EXCAUATION. 2° - 4" ROCK
<br /> 4 °�"�" �� �'.�'
<br /> ���}f � RIP RAP .
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<br /> 4 SEDIMENT TRAP DETAIL
<br /> 2, NOT TO SCALE
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<br /> q���ti�a ., :, ���'��`�,'4ry i PUBLIC SERVICES DATE EV RETT
<br /> ��v�a�oo.3a . . a oQ���4o PUBLIC WORKS
<br /> ��r� • � UTILITIES DRAINAGE DEPARTMENT
<br /> -'. ,r :
<br /> G-� � � �t , � A PUBLIC WORKS PERMIT IS RE UIRED PRIOR
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<br /> .: ;
<br /> � ,<: TO STARTING ANY CONSTRUCTION ON THIS
<br /> ; �� 3 CITY ENGINEER PROJECT. APPROUAL FOR THIS PROJECT !S
<br /> r� Know what�S I�@IOW. CONDITIONAL PER CURRENT STANDARDS AND .
<br /> CB�� before_�rou di . EXPIRES _______________ UNLESS
<br /> t.� PERMIT FOR CONSTRUCTION NAS BEEN ISSU D.
<br /> `` �`� UTILITY CONFLIC�NOTE:•
<br /> I
<br /> CAUTION.• -
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYfNG THE LOCATION,
<br /> � DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> . s PURRQ.?G PLANS OR NOT, BY POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL �
<br /> ��� :,� ' :�=F -� ,�;,�,�,_ ..� ": s•� AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> � CALLING UTILIn LOCATE � 1-800-424-5555 POTHOLIN� ALL OF THE EXlSTING ^
<br /> TO PREVENT SEC1iMENTATk�)1"I FR4M UTILITIES AT LOCATIONS OF NEW UT(LITY CROSSINGS TO PHYSICALLY VERIFY
<br /> SE��� ENTEF�NG STQRM �iAINAt�E �YSTEiA WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> AT G�1TCH BASINrINI.ETS bUR�IG ON TNESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND INSIGHT EN6INEERING CO. '
<br /> ARE SUBJECT TO UARIATION. !F CONFLICTS SNOULD OCCUR, THE CONTRACTOR
<br /> NOTES ca�sn�ucnc�, SHALL CONSULT WITH INSIGHT ENGtNEERING COMPANY TO RESOLVE ALL P,O. BOX - 1478
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EVERETT, WA 98206
<br /> Q SHAPE OF �lIA�ITAi10N POND MAY VARY TO (�TEt�IPflRARiLY LEAVE OUT Blt�t. C4YER t3PEN�+1G
<br /> FlT DRAlNAGE AREI� AND TERRII#N. �vc��r �s r�n� w� sc�N. (425) 303-9363 (425) 303-9362 FAX
<br /> NECESSARY ?a EN�,tRE SATtS�ACTORY TttA�ING INFO@INSIGHTENGINEERING.NET �
<br /> QF SEDIMENT.NN.F-t�Rt�.E Ptk+tp MAY � .USED Q PLACE GRAVEL fN FRQNT QF' SCRfE�i TO F�.TER ,
<br /> YMiEN CURB AND [�!'TTER Al�E INSTALLED SEDIMENT, SITE ADDRESS: XXXX AIRPORT ROAD,
<br /> QUR�1G STREET CONSTRUCTION.
<br /> EVERET7; WA. 98204
<br /> Q�ZE PQND BAS�D �N EXPECTEO fLOWS t}tlRtNG ���� � �
<br /> 4�� �T �� ��� ���� �� �'�� ��s�C��' TAX ACCOUNT N0.'S: 00537900005301
<br /> GRATE This Record Drawing has been prepared, in part, based REV. N0. DESCRIPTION INITIALS DATE
<br /> on "As-Built" information provided by others.Though
<br /> . the as-built information and this drawing are based on
<br /> Q the best available information, no presumption should R• •
<br /> CITY t)F Ei/E RETT �`,��`�;,'H �A�,�� ���..ET �--��-��+�� be made regar in the drawing's accuracy. 4'o� �'ASkk9 SW 1/4, SE 1/4, SEC 23, T.28N.,R.04E., W.M.
<br /> Pu��.ic war�Ks SEDIME�ITATIQ TRAP ���� � . �� �- ~�w "��
<br /> �������FRE� ENGINEERING � PUBLIG a � � � � �� � - ; '��� � �1��� � �` � SQNRISE CHRISTIAN �
<br /> S�RVIGES DEPARTMENT �P� � r7�:r���r S�gned By �ate
<br /> '� ,.� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> � � °� \, ` ° '� ' ' Permit lnspector 6499 �' 180913-AB.DWG JRC 02-06-2018 1"=30' 18-�913
<br /> 3 CATCH BASIN/INLET SEDIMENTATION TRAP TYPE C � wq
<br /> Print Name Titl � �SSIoNAL ��� sHEEr
<br /> C2.1 N.T.S. (STD. DWG. 213)
<br /> 02/19/2020 TESC C2.1
<br /> NOTES AND DETAILS
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