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<br /> EASEMENT AND UTILITYNOTES TESC& GRADING NOTES NW 1/4, SE 1/4, SEC.3O, T.29N., R.SE., W.M. .
<br /> 1. 5' MIN SEPARATION BE7WEEN CI1Y OPERATED UTILIT�ES AND OTHER PRl�ATE AND PUBLIC OPERATE� UTILITIES �. THE TEMPORARY EROSION CONTROL SYSTEM SNALL 8E INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. SNOHOMISH COUNT Y WASHINGTON
<br /> (PUD, CABLE N, PHONE, GAS E7C.) �
<br /> 2. WHERE POSSIBLE, MAINTAIN NATURAL VEGE(ATION FOR SILT CONTROL.
<br /> 2. NON CI1Y OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENT ONLY BE(WEEN 450 AND 900
<br /> WITH RIDGED STEEL CONDUIT OR PVC CONDUIT ENCASED IN RED CONCRETE AT THE PUBLIC WORKS 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES TESC NOTES
<br /> INSPECTORS OPTION. SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED 8Y THE CITY ENGINEER TO ENSURE CONTINUING 1, ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FCAGGED �OR EASY lDENTIFICATfON �
<br /> EROSION/SEDIMENTATION CONTROL. BEFORE CLEARING TAKES PLACE AFrER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,
<br /> 3. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSING BY OTHER UTILITIES p.0
<br /> FOR A VERTICAL DISTANCE GREATER THAN 3' IN EITHER EASEMENT. AN AREA WIDE ENDUGH TO INSTALL A SILT FENCE AT THE CLEARING UMITS, BY HAND OR MECHANICAL R�
<br /> 4 MAY�5 ANDE�UGUSTSIS TO 0'CTOBERL 1 SH�� BE IMMEDIOREMORSEEDEDNWITH A MIX'�ND BY AAMEI'HODT� SI�HFENCE S NOT REQUIREDT THE�AREA SHALL iBE DELINEATED USING AN ORANGE BARRIERTALLATION. !F A ���5�\��
<br /> 4. ONLY CI7Y OPERATED UTILITlES SNALL BE ALLOWED WITHIN CITY EXCWSNE EASEMENT NO OTHER APPROVED BY THE CI7Y OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTAINED UNT1L SEED GERMtNAT10N . °
<br /> EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT. IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 259 OR GREATER WILL BE MULCHED WITN 2.0 TONS OF 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPER,4TIONAL, AND INSPECTED / � aa d �po,
<br /> STRAW PER ACRE, OR WITH AN APPROVED EQUAL. BY THE PUBLIC WORKS lNSPECTOR PRIDR TO lNITIATION OF CLEARING AND GRU88lNG OPERATIONS. ` a • , � <
<br /> GENERAL NOTES ° ` `
<br /> DURING TNE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO 3. D A N G E R T R E E S S H A L L B E I D E N T I F I E D T H R O U G H A J O I N T I N S P E C T I O N t N V O L V I N G B O T H T H E D E V E L O P E D A N D � " .°.a <a S T E E L P O S T S
<br /> 1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBUC UTILITIES, TNE C11Y ENGINEER SHALL DEfERMINE DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES PUBLIC WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSfON IS OBTAINED FROM rHE � � - ° � FILTER FABRlC MATERIAL 6' O.C. -
<br /> THE REQUIRED EASEMENT WIDTH BASED ON C11Y STANDARDS. GREATER THAN 25% WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE. APPROPRIATE PARTIES. R=25' MINIMUM , `;a <
<br /> 2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE, NO NEW ORlVEWAYS OR PARKING AREAS WILL BE 5. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL 12" MINIMUM d d � ° °� a
<br /> PERMITI'ED WITHIN THE FRONT YARD SETBACK ARFA FOR ALL COTS THAT FRONT ON THE PUBLIC STREET. NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT fN ALL WORK ON THE SITE 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. ' ° e `
<br /> BEING STOPPED. 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FAGUTIES �a e BACKFILL AND
<br /> 3. ACCESS OFF AN EASEMENT DRNE IS LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB CUT PER LOT. SHALL BE MAINTAINED AND/OR ALTERED AS REQU�RED TO ENSURE CONTINUING EROSION/5EDIMENT ~ a ` a COMPACTED
<br /> THE ORIVEWAY SHALL NOT EXCEED TWENTY FEET IN WIDTH FOR A DISTANCE OF 7WENTY FEET FROM THE 6. GRADING OUTSIDE CITY RIGHT-OF-W,4Y SNALL CONFORM TO CHAPTER 70, UNIFORM BUILDING CODE CONTROL. PLACE AMOCO 6EOTEXTILE 2002 a
<br /> EASEMENT ACCESS DRNE CURB. THE MWIMUM PARKING STALL WIDTH FOR 1W0 CARS IN FRONT OF THE FABRIC BENEATH ROCK g5 �.
<br /> GARAGE IS 20 FEEr BY 20 FEET - TWO (2) STALLS. THE MINIMUM PARKING PAD FOR 4 OFF-STREET IS 7, COMPACT ALL FILLS TO MINIMUM 95q MAXIMUM DENSlTY. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATfON OF F�p�,
<br /> 20 FEET BY 40 FEET. PERMANENT PIPES, RESTRICTORS, OR DETENTION FACIUTIES; BUT !S AN APPR01/AL OF EROSION AND � ,�--� Q �
<br /> 8. THE CONTRACTOR SHALL PRO�IDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ADD WET WHEEL WELL .. .
<br /> SEDIMENT CONTROL BMP'S ONLY. �Qa. '� •
<br /> 4. SURFACE PARKING: EMC18.28.120 SURFACE PARKING IS ONLY PERMITTED ON A LOT WITH AN EXISTING INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTlON ' �°" �•
<br /> HOUSE. THE PARKING AREA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE PUBLIC STREEI: THE PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACIL/TIES MAY .'�'
<br /> 7. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AV,4ILABLE, AND REASONABLE }�
<br /> PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BE A MINIMUM OF 5 FEET AWAY FROM BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURlNG NEWLY GRADED OR �
<br /> ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE RE�UIRED OPEN SPACE THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING NOTES: D�STURBED SIDE SLOPE
<br /> ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL EXPOSED SDIZS, WASHING TRUCK WHEELS BEFORE LEAVING THE SITE, AND INSTALLING AND MAINTAINING 1. INSTALLATION: 1
<br /> 5. GARAGES: ENC 18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWECLlNGS ARE PROPOSED A FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. ROCK CONSTRUCTtON ENTRANCES. CONSTRllCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGE7ATION, ROOTS AND OTHER
<br /> TWO (2) CAR GARAGE !S REQUIRED. ANY EVIDENCE OF TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOL06Y OR THE PUGE7 OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY 8'� � �
<br /> 9. SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS SOUND AIR POLLUTION CONTROL AGENCY. DRAINAGE FAClLITIES REQUIRED BECAUSE OF WASHIN� SHOULD BE CONSTRUCTED ACCORDING TO 2•5�
<br /> 6. EMC18.28.120 ALL DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE ME7. NOTIFIED BY THE CITY ENGINEER THAT TNE NATIVE MATERIAL IS UNSUITABLE. THE CITY ENGINEER, OR NIS SPECIFICATIONS IN THE PIAN. IF WASH RACKS ARE USED, TNEY SHDULD BE INSTALLED
<br /> REPRESENTATIVE, WILL EXAMINE EXCAVATED NATIVE MATERIAL AT THE TIME OF EXCAVATIDN TO DElERMINE ITS 8• �ERY EFFOR7 SHALL BE MADE TO CLOSE UTILITY UNES BY THE END OF THE �AY AND MATERlAL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. Z FILT�'R�'ABRICF�'NCEDET�IIL
<br /> CONTRACTOR RESPONSIBILITY FOR EROSION/SILTATION CONTROL SUITABILITY FOR USE AS BACKFILL NATlVE MATERIAL WILL BE CONSIDERED SUITABLE FOR TRENCH BACKFI�L EXCAVATED DlJRING UNDERGROUND UTILITY CONSTRUCTION SHALL 8E PIACED ON THE UPHILL SIDE OF
<br /> TRENCHES (WNERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). 2. AGGREGATE: C'2,j N.T.S. (STD. DWG. 205)
<br /> !T IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE �F IT IS: 4" TO 6" CRUSHED BALLAST ROCK WSDOT STANDARD SPECIFtCAT10N 9-03.9 (1)
<br /> CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL A. CAPABLE OF ATfAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION. NOTES
<br /> MEASURES NECESSARY TO DO SO SHALL 8E EMPLOYED BY THE CONTRACTOR. B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT. 1. CITY STREETS ARE TO BE KEPT CLEAN OF DlRT AND DEBRIS AT ALL T1MES DURING CONSTRUCTION. DUST 3. ENTRANCE DlMENSIONS:
<br /> C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER DELETERIOUS Sl1PPRESSION AND STREET CLEANING MUST OGCUR AS DIRECTED BY PUBLIC WORKS tNSPECTOR. THE AGGREGATE LAYER MUST BE AT LEAST 6 lNCNES THICK. IT MUST EXTEND THE FULL WIDTH
<br /> 1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SNALL BE FULLY MA7TER. OF THE VEHICULAR tNGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT
<br /> RESPONSIBLE FOR ENSURIN6 THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR 2. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLE(ION OF CONSTRUCTION. IF LEAST 50 FEET.
<br /> SILT-LADEN RUNOFF DOES NOT LEAVE TNE SITE OR ENTER INTO ANY CREEK, STREAM, WErLAND OR �0. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED
<br /> WATER BODY ON TNE SITE. DISPOSAL SITE THE CIlY ENGINEER SHALL BE PROVIDED WfTH THE LOCATION OF ALL DISPOSAL SITES TO W1TH MULCH AS DIRECTED BY THE CITY ENGlNEER. 4. WASHING:
<br /> BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF SUCH DISPOSAL SITES. IF CONDITIONS ON THE SITE ARE SUCN THAT MOST OF THE MUD IS NOT REMOVED FROM
<br /> 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE 3. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVIIY MUST BE OPERA710NAL PRIOR TO VEHICLE TIRES BY CONTACT WITN TNE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
<br /> VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
<br /> FOR SELECTING AND IMPLEMENTING APPROPRIATE METNODS, "BEST MANAGEMENT PRACTICES" (BMPS), FOR ��, �MPORTED MATERIAL SHALL MEE7 THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.t,3 COMMENCEMENT OF ANY CLEARlNG OR EARTHWORK. TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE �
<br /> STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTN THE WASHINGTON STATE OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECiFICATiONS, OR CRUSHED SURFACING TOP COURSE WASHING MORE CONVENIENT AND EFFECTIVE.
<br /> DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETI: AS SPECIFfED IN SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 4. ANY GRADING/FILL ON THIS SITE SHALt BE DONE 1N A MANNER THAT DOES NOT IMPACT THE SURROUNDING
<br /> MUNIGPAL CONSTRUCrION. PROPERTIES.
<br /> 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER 5. MAINTENANCE:
<br /> AND THE CITY INSPECTOR. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
<br /> INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO 12• TRENCN BACKFILL SNALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANlCAL TAMPERS OF THE IMPACT EROSION CONTROL DEVICES NOTES OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
<br /> AND CONSULT WITH THE PROJECT ENGlNEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION 71'PE APPROVED BY THE GTY ENGINEER. TNE BACKFILL MATER�AL SHALL BE PLACED IN StICCESSIVE LAYERS 2-WCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES
<br /> AC77VITIES, WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL WITH THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE lHE PIPE, AND THE FOLLOWING LAYERS NOT ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM
<br /> SUCH TlME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL. EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH EACH tAYER BEING COMPACTED TO THE DENSITY CONSTRUCTION.
<br /> SPECIFIED BELOW: VEHlCLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM A. lMPROVED AREA SUCH AS STREET AND SIDE W,4LK AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
<br /> ACTIVITY AND SHALL SCNEDULE ALL PROJECT ACTlVITIES fN ANTICIPATION OF THE WEATHER. DENSITY TO WITNIN 3 FEET OF SUBGRADE. THE LAST 3 FEET SNALL BE COMPACTED TO 95q OF MAXIMUM
<br /> 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPS SHALL BE STORED ON SITE AND SHALL DRY DENSITY. 1 TEMPORAR Y CONSTR UCTION ENTRANCE
<br /> 8E IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED g. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90� OF MAXIMUM DRY DENSITY.
<br /> r0, STRAW BALES OR OTHER MULCHING MATERIAL, S1LT FENCING AND STAKES, FlLTER FABRIC, ETC. CZ.I N.T.S.
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SNALL MONlTOR ALL EROSION 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A �
<br /> CONTROL MEASURES AND SHALL PRlOR(TIZE IMPLEMENTATION AND MAINTENANCE OF EROSlON AND SILTATION SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLE?ED,
<br /> CONTROL MEASURES ABOVE ALL OTHERS. PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> 14. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROUAL OF DESIGN, SIZE, NOR LOCATION OF PIPES,
<br /> RESTRICTORS, OR DETENTlON FACILITIES; BUT IS AN APPROVAL OF GRADING AND SEDtMENTATION CONrROL
<br /> PLAN ONLY.
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<br /> '�\'��`�' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
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<br /> � ` - j PURP�SE PLANS,OR NO� BY POTHOLING THE'SU'TILITIES'LAND SURV�N� THE HOR(ZONTAL
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<br /> TO PREVENT SEDiMEiVTATtOhI fR0a1 CALLING UTILITY LDCATE � 1-800-424-5555 POTHOL�NG ALL OF THE EXISTING
<br /> �E���N ENTERIF{G STORk) DRAfNACaE SYSTEtrl) UTILITIES AT lOCATIONS OF NEW UTILITY CROSSIN�S TO PHYSICALLY VERIFY .
<br /> AT CAfiCH BAStN/INLETS DklR{NG WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITtES AS SHOWN
<br /> N Q�� co�s�ucnc�. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND 1 NS I GHT E N G 1 N E E R 1 N G C O.
<br /> ARE SUBJECT TO UARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br /> SHALL CONSULT WITN �NSIGHT ENGINEERING COMPANY TD RESOLVE ALL P.O. BOX - 147g
<br /> Qt SHAPE OF S�CMI�IENTATICMI POFIt} MAY VARY TQ �TE�APORARILY LEAVE QtJT BLOqt. GflVER OPENING PROBLEMS PRIOR TO PROCEEDIN� WITH CONSTRUCTION. EVERETT, WA 98206
<br /> F3T t?RAtNAGE AREA AND TERRAIN. k10�1FY' AS WITH VNRE S(�'iEEM.
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<br /> REV. N0. DESCRIPTION INITIALS DATE
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