|
e
<br /> 9,, NE 1/4,SE 1/4,SEC.30, T.28,R.05., W.�. I
<br /> CITY OF EVERETT, WASHINGTON E. TESL GRADING NOTES' LANDSCAPE'NOTES
<br /> \ - 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. 1) LANDSCAPING SHALL MEET ME REQUIREMENTS OF SUBSECTION
<br /> "'''`I �' 7.r.3 OF THE LAND DMSION ORDINANCE.
<br /> \ 7T' ' '� /' I 2. WHERE POSSIBLE,MAINTAIN NATURAL.VEGETATION FOR SILT CONTROL,
<br /> I I 2) STREET TREES MEETING CITE STANDARDS SHAL!_BE REQUIHFD AT
<br /> ' 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES AN AVERAGE OF ONE(I)TREE PER THIRTY X30)FEET OF
<br /> •'f .1 ' SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING FRONTAGE ALONG EAST DRIVE.
<br /> \ EROSION/SEDIMENTATION CONTROL.
<br /> \ a ' /
<br /> 3) FOOT PLANTING BUFFER IS REQUIRED ON ROTH SIDES
<br /> // / ' 4. ALL DISTURBED ARMS THAT WILL BE LEFT FOR 3D DAYS OR MORE DURING ME PERIODS OF MARCH 1 TO OFTHE (5)EMENT DRIVE. STREET TREES SHALL BE PROVIDED AT
<br /> \\ ,- - \�---- - ... _..-__',,,__-_ --- _ v 1 ...."7„,
<br /> MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD AN AVE OF ONE()TREE PER THIRTY FE WITH
<br /> {. ` ; APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTNNED UNTIL SEED GERMINATION RAGE I (30) FT,
<br /> \ , 1 IS ASSURED. IN ADDITION TO SEEDING,SLOPES OF 25%OR GREATER WILL BE MULCHED WITH 2.0 TONS OF AWN/SOD OR GROUND COVER. I
<br /> 6 HIGH SOLID WOOD V//,/,/,' I •
<br /> fxrST FVaTER 1.Ir \ ,._L1._.-,,l STRAW PER ACRE,OR WIM AN APPROVED EQUAL.FENCE) (FEF PAINT PROPOSEDWALL I °� ± (it
<br /> [] 4) IF PARKING IS LOCATED AT THE FIVE(5)FOOT MINIMUM SETBACK
<br /> \ (FF0 Ir�c'.Irlc)NS 3 IT MAx HEIGHT ,b' I + 1 ° MOM ME PROPERTY LINE.FOR'OTS 2-5,ONE OF THE
<br /> c / I , I DURING THE REST OF THE YEAR,TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO `
<br /> •
<br /> I A ' DISTURBED AREAS THAT WILL BE LETT EXPOSED FOR 7 DAYS OR MORE,AND IMMEDIATELY TO SLOPES FOLLOWING WILL BE REQUIRED: I
<br /> SCALE: 1 = 204:, rt',,�ir
<br /> �� - r `, �v _• .' ' y I I i +; .n,! I r,' GREATER THAN 25%IIrL1 BE LEFT EXPOSED FOR 3 BOYS OR MORE.
<br /> N _ ,�_ 9 2 f f 177.76
<br /> _ _ r ---~- _ ) INTERIOR PROPERTY LINE-A FOUR(4)FOOT HIGH PRIVACY 1
<br /> EMI INN '� _ 5. THE PUBLIC RICER-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL ' FENCE WITH A MIX OF EVERGREEN AND DECIDUOUS TREES
<br /> �- SEw �•-- �` - t0'TYPE 1 - x __ I V r, �" , AT FIFTEEN I5 FEET ON CENTER ON EACH SIDE OF THE
<br /> 20' l0' D 2D AD \ WATER LANDSCAPING = " ' NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE ( )
<br /> �� • r 1,� .4. , Ir 8'+,AyJ DETAIL STOPPED. FENCE(STAGGERED);OR
<br /> a,, \ '^ EJMT :;q:---\----:::,.,„:72::::];-:::: ::
<br /> - -_ /4�E e l !, III !r-A! I (`. `) \ ,. 6. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70•UNIFORM BUILDING CODE ii A VEGETATIVE HEDGE THAT WIL P OV1------------
<br /> - -- - - - --- -- --- 1 .I !l j J L R DE SUBSTANTIALLY THE
<br /> \ f -_-__ W }- 1 / 1`I. ABANDON LINE TD THE NEST) * SAME SCREENING AS]HE FENCE OPTION WITHIN THREE(3)
<br /> \ 10 TYPE I LANDSCAPING jI __ �_ �r Ie 7• COMPACT ALL TILLS TO MINIMUM 951.'MAXIMUM DENSITY YEARS.
<br /> 1 J .0''JT1111 r FSM 8. ME CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO
<br /> I '^ ' INSURE TTLAT SEDIMENT-LADEN WATER.DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. AS
<br /> I{
<br /> Ns\
<br /> / i CONSTRUCTION PROGRESSES AND UNEXPECfEO(SEASONAL)CONDITIONS DICTATE;MORE SILTATION CONTROL
<br /> 127th Pl. S.E. �\ 5� �- X560 -' -- __
<br /> r•ETB
<br /> •
<br /> F_; I ES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PRAIECT,
<br /> I' I 3u'UTILITY,�SM17- THEREFORE,DURING THE COURSE OF CONSTRUCTION!T SHALL BE THE OBLIGATION AND RESPONSIBILITY OF
<br /> ss- `'y _ .' ® I DS •1 G II I� A F TO ADDRESS ANY NOV CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO
<br /> --_��a_�_�---- r r. -\- -- 8608?.60134 P
<br /> l_�-_ I I I ROVlDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
<br /> ��-3• --.5,_`-,�--- -- I 131.6§' S89.49'33� I ;x,
<br /> + .� -- �.•� \----- �__- -_ 1 I i , I C/L OF RD 9. SUITABLE NATIVE MATERIAL EXCAVATED DURING+BENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS
<br /> ' I -1-- - - NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE. ME CRY ENGINEER,OR HIS
<br /> / I 3'PEDESTRIAN G TE -- \\449. 1.5280 • NEW 3 STORY OFFICE i . K'-
<br /> � C/L OF RW REPRESENTATIVE,WILL EXAMINE EXCAVATED NATIVE MATERML AT THE TIME OF EXCAVATION TO DETERMINE ITS
<br /> I) 'I 1 (.;,_: 7-1'
<br /> . SUITABILITY FOR USE AS BACKFILL. NATIVE MATERIAL WILL BE CONSIDERED SUITABLE FOR TRENCH
<br /> j lI BUILDING / ! , •
<br /> BACKFILL IF TT IS:
<br /> I I
<br /> SS,M�_p _ / a �,�� �1`'4'�1P��BUILDIN6`ABOVE .. 23,120 S.F / j , i I _, i
<br /> RIM=x49.81 / raiMMIMINIMII ---/ �t FF,.449.75 .-fA• CAPABLE OF ATTAINING THE DECREE OF CUMPMOiST SPECIFIED!N D COMPACTION.
<br /> •'s PEDE$TRlAN \ ����E \ _ / 10' R -' I '. / B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT.
<br /> "E&w cNrR Chan -�� 7r ! r - I ' •/ C, REASONABLY FREE OF ORGANIC MATERIAL,CLAY,FROZEN LUMPS,ROCKS OR OTIfER DELETERIOUS
<br /> rE{iN)=x37.76 F ; ;i , WALKWAY - • \`- -'- - - -- -- ( I�EtSBL I ;s.1rr1TE(OUT)-437.6E \ _ €{;• Try I `Rr i=a ` MATTER.
<br /> ` � / • IYK= _ �\ I I 8'.E,;I.., ,;.38..j5 N •.7- f 0. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED
<br /> ` \ - '/ .,_� 4 �+ !:r'•i ii J_.-. \ I j,, I 8 A',:. I,f.=438.56
<br /> in DISPOSAL SITE. ME CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO
<br /> \ \ /// rA D.'()1i �' �,• \ \ I sr - BE USED AND ALSO COPIES OF ME PERMITS AND APPROVALS OF SUCH DISPOSAL SITES.
<br /> !n ` {I R A
<br /> \ // S * \ , h '. a:: I I ''el I V + + 11. IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.1.3
<br /> / \ Z f_ �"I • [`-1' j I OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICATIONS,OR CRUSHED SURFACING TOP COURSE
<br /> \ / �� \ i i ` -_ - • I I i .. AS SPECIFIED 1N SECTION 9-03.9(3)OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND
<br /> - - \ p. \ `I,t.f - - I I ! I MUNICIPAL CONSTRUCTION.
<br /> J-� -1= J _ . \ a. �-_ �u ....Oita d° 1�_, �. _-- j. I. I I f I d
<br /> I. �� f (� 1Z TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF ME IMPACT
<br /> `(r��s I 1 \ F'' "f I TYPE APPROVED BY ME CITY ENGINEER. ME BACKFILL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYERS
<br /> I t.,,,'
<br /> , �* \o \ -•. i.00X I �' I I a WITH E FIRST LAYER NOT TO EXCEED 2 FEET ABOVE ME PIPE,AND THE FOLLOWING MYERS NOT
<br /> _ `"�J�' EXCEEDING 12 INCHES IN LOOSE THICKNESS,
<br /> �. r- 3:- A S,WITH EACH LAYER BEING COMPACTED TO ME DENSITY
<br /> 412140
<br /> rT.f�l \ I i I I j \. �' ��' SPECIFIED BELOW.
<br /> 10A0' ! i /
<br /> A
<br /> 3 FEET OF SUBGRADE.ME LAST 3 FEET SHALL BE
<br /> �' ry - - � =� � _ - �� =#t� 1' IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90%OF MAXIMUM
<br /> GAS \ 1P i(.' I I- '- I 1K l' DRY DENSITY TO WITHINCOMPACTED TO 95X OF
<br /> ( EASEMENT ��' tel \\ \ !'. L / , ,.\ s • il?� I -_.....,4I_Q� I A ` MAXIMUM DRY DENSITY
<br /> 1 -1`r CO\
<br /> N. of \ / \ - _ • -` -- I , i w1 B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90%OF MAXIMUM
<br /> aP� 1 / +-C;_- �- -- -- - --- r,� ;, r I c� DRY DENSITY.
<br /> T- 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A
<br /> to1 --r'•� I.
<br /> ›C
<br /> r I' `
<br /> (.,� /4 .
<br /> 1 -_'. \ .. ',.��� �, ® -!\�,-�• >c..j`.: j w I Fh- - _--lam
<br /> �, r �r-"0- i 1 e' SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, TESC LEGEND
<br /> �--"`^-- / I 11 '`� r.E.-..,.1,15`' PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,AND ME POTENTIAL FOR EROSION HAS PASSED.
<br /> -
<br /> 14. APPROVAL OF MIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE NOR LOCATION OF PIPES, !• INTERCEHTOR TRENCH w/
<br /> \ / t%,'/
<br /> -•'�,"2":7,77---'77,-,7,-,-.'s,',1! TELIIPAORARY !� i �.�...
<br /> Ak°�' __s' �, ./;; ,, .,i '/, STOBE Ra I 1s, •• ROCK CHECK�/ RESTRICTORS,OR DETENTION FACILITIEES;BUT IS AN APPROVAL OF GRADING AND SEDIMENTATION CONTROL
<br /> 5' 0 -.. OA1yi/ j'�i�j yh�o�5, r.�.IrO�;r 1'ApR TD AECd�MMG) F•r`?� -g a PLAN ONLY.
<br /> •
<br /> ,� SILT FENCE
<br /> 1D,•
<br /> - „� � _ I j i"® •ire '-‘. .)::,',-1-_'<-
<br /> ,+t. { ,�/II 0/ I / .
<br /> TYPE l ! / f r I t •0• , ,.11..--::-;•, �,, { \\ i`�� 0 IV'; 1:111:J}:-., �,
<br /> LANDSCAPING l / ��\/\ -r ' % • ,.;•_-_-,..).-;-:,,.:-4/-. ! `� `� \ ,( •>. }? S
<br /> ( j /�\. Y r _ .. G�� / •ltd.; ',":-:;.--.;:".),:.:."':::-"‘,1;:' +.. I /
<br /> ti. 1 i •• `} jr • • TEMPORARY CONSTRUCTION
<br /> ><./'',!'
<br /> ; ____ I / ,.'. I :I",+• 1 � \ / . y 8•-•�• ENTRANCE
<br /> ,` 4120 / I -.-,,/, / .t} . ',' ti I: . ,r I T SCNOTES .•
<br /> 1 i
<br /> 1 .`g 0.
<br /> 1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION CATCH BASIN INSERT
<br /> / I0
<br /> •)
<br /> i b,J. Y ,
<br /> �- N. r'.i -+ ll;L+rr L:sM'r, BEFORE CLEARING TAXES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, PROTECTION
<br /> r o vv��w �/ -'T� '•
<br /> o C�i t4, 0.
<br /> �fl r j _.. - i t '.. i f. S8fi0i 140056
<br /> �j •
<br /> Tom, 1 �- 2 9 �`' � �/ s ---- -- .�. }, L -• AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,BY HAND OR MECHANICAL
<br /> `" !` A5 03 pb f - " t y'•'{`TEA IARY c� METHODS,MAY BE CLEARED. T E TOP OF ME SILT FENCE SHALL BE REFIAGGED AFTER INSTALLATION. IF CLEARING LIMITS
<br /> IL-_
<br /> d•
<br /> �J` �'�#, 3" , hal t CONSTRUCTIONI d A SILT FENCE IS NOT REQUIRED,ME AREA SHALL BE DELINEATED USING AN ORANGE BARRIER - _
<br /> (� � .-AfiAC�/"L- 583 GO- `L
<br /> LofAOIR r:� • CL
<br /> x L '� - -TOcf ).G-- r G G � G // C -4' ¢�• N- €' ! e' / 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED.OPERATIONAL,AND INSPECTED
<br /> `~ I. _ I X2.61 - ( BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br /> •
<br /> Z.'
<br /> i16
<br /> / �, - - -- _.__ - -' VEGETATION
<br /> �, EX.L?L OFR ,�( � 1. R O / ./././...„,,..„ n --- 1 3 DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH ME DEVELOPED AND
<br /> + r. ,+ / / PUBLIC WORKS INSPECTOR.NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE
<br /> «� 11
<br /> rirti+-�r..c]i.' I e APPROPRIATE PARTIES.
<br /> %-���-INPLI. ... ..+11Lam_ •�•�•� �r -- - --� 1 I !i"---111:, a�
<br /> _�____ I ._ I 4. WHERE POSSIBLE,NATURAL VEGETATION SHALL.BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. MULCH it/OR STRAW MATTING
<br /> oo�'�a S89'49 46T 308.08' 1 ,
<br /> a a• I 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,ME EROSION CONTROL FACILITIES
<br /> �'' __-� .�x _c;•� =:ti__x _ / d !` SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION SEDIMENT CONTROL
<br /> rcx��c r c�-x __a_ /
<br /> - _ _-. - �,' '' Ex c j 400 PLASTIC COVER
<br /> •
<br /> 6, APPROVAL OF THIS PIAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR LOCATION OF
<br /> - ----�- �' ' ,`�, /174
<br /> L.=4ati.I;,; 1;:"N PERMANENT PIPES,RESTRICTORS,OR DETENTION FACILITIES;BUT IS AN APPROVAL OF EROSION AND
<br /> '_- _- - ~�- _-_ __- -`� 1 f_---, _-� -, c� I y / SEDIMENT CONTROL 8MP'S ONLY.
<br /> \ /
<br /> /
<br /> '
<br /> 1' 7. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE 7F ALL KNOWN,AVAILABLE,AND REASONABLE FLOW ARROW(IX.)
<br /> \ / /, \ a I MEANS OF CONTROLLING AIR POLLUTION,INCLUDING DUST.DUST CAN BE CONTROLLED BY WETTING EXPOSED
<br /> \ / / / - r SOILS,WASHING TRUCK WHEELS BEFORE LEAVING THE SITE,AND INSTALLING AND MAINTAINING ROCK
<br /> \\ / / !r l'- `~1` I I CONS CECTO ENTRANCES. CONSTRUCTION VEHICLE TTRACKOUT IS A MAJOR SOURCE OF DUST AND ANYsTEE1 Posrs \ l / I \\.,....1---..._
<br /> .` CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR ME PUGET SOUNDPLAN APPROVED
<br /> 6.OC, \ / / AIR POLLUTION CONTROL AGENCY,
<br /> MI
<br /> FILTER FABRIC MATERIAL ( \\ // / //T / / �( / 8. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF ME DAY AND MATERIAL
<br /> t \ / / / / I 4 I EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON ME UPHILL SIDE OF
<br /> ______ ‘'.761.
<br /> sty / / / / '. r: :'. I / TRENCHES(WHERE CONSISTENT WIM SAFETY AND SPACE CONSIDERATIONS). PUBLIC SERVICES DATE
<br /> j o �;� EE l/UNPUBLIC WORKS
<br /> BACKFILL
<br /> OM ACTEa D__ I t.- .� f 'IF 4 - LmuTIES DRAINAGE �EP:1R711iE1V7
<br /> 11
<br /> I
<br /> /I.F-4.',e.i7 N I
<br /> NOTES EASENIENTAND UTILITY NOTES A PUBLIC WORKS PERMIT Is REQUIRED PRIOR
<br /> CONTRACTOR
<br /> TO STARTING ANY CONSTRUCTION ON THIS
<br /> rt ow
<br /> I CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CITY ENGINEER PROJECT.APPROVAL FOR THIS PROJECT
<br /> n I CONSTRUCTION.DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY 1. 5'MIN.SEPARATION BETWEEN CITY OPERATED UTILITIES AND OTHER PRIVATE AND PUBLIC EROSION/SILTATION CO.N7ROL CONDITIONAL PER CURRENT STANDARDS AND
<br /> II OPERATED UTILITIES(PUD,CABLE TV,PHONE,GAS ETC.) EXPIRES UNLESS
<br /> 41,,t" s- PUBLIC WORKS INSPECTOR. RIS THE INTENT OF RIG TEMPOP
<br /> ARY EROSION AND SILTATION CONTROL PLAN THAT STORM PERMIT co CONSTRUCTION HAS BEEN ISSUED.
<br /> i'.) ' 2. NON CITY OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENTONLY BETWEEN WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN
<br /> NEWLY GRADED OR . ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF 450 AND 900 WITH RIDGED STEEL CONDUIT OR PVC CONDUIT ENCASED 1N RED CONCRETE WATER QUALITY. ANY AND ALL MEASURES NECESSARY TO DO SO SHALL.BE EMPLOYED BY THE
<br /> DISTURBED SIDE SLOPECONSTRUCTION.IF RESEEDING 1S NOT PRATICAL DUE TO WEATHER OR SEASONAL
<br /> l' • PROBLEMS,THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY ME CITY AT ME PUBLIC WORKS 1NSPECTORSOPTIdN. CONTRACTOR. ``
<br /> • ENGINEER. 3. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3'AND NOT OBSTRUCT CROSSING BY 1, REGARDLESS OF SITE,WEATHER,SOIL OR OTHER CONDITIONS,THE CONTRACTOR SHALL BE = PS
<br /> ji
<br /> �'2.5' OTHER UTILITIES FOR A VERTICAL DISTANCE GREATER TTli1N 3'1N EITHER EASEMENT. FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND ,t ry
<br /> TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST 8E THAT POLLUTED OR SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY ', hi,;•,4 Insiatt
<br /> FILTER FABRIC FENCE DETAIL OPERATIONAL PRIOR TO COMMENCEMENT OF ANY CLEARING OR EARTHWORK. „ r��,
<br /> 4. ONLY CITY OPERATED UTILITIES SHALL BE ALLOWED WITHIN CITY EXCLUSIVE EASEMENT NO CREEK;STREAM,WETLAND OR WATER BODY ON THE SITE.
<br /> il, T
<br /> O SCALE THEIR EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT.NOT 2, BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PIAN,THE CONTRACTOR SHALL BE _zv_��, • ••
<br /> (SEE STI)DWG 205A) RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, BEST '¢�►•�-.• -� (E� I ,- - 1
<br /> MANAGEMENT PRACTICES'(BMP's),FOR STORM WATER TREATMENT AND CONTROL MAT , DATE „` By ,I
<br /> GENERAL NOTES MEET THE REQUIREMENTS OF BOTH ME WASHINGTON STATE DEPARTMENT OF ECOLOGY 3630 COLBY AVE.,
<br /> EROSION CONTROL DEVICES AND ME CITY OF EVERETT
<br /> EVERETT,WA 98201
<br /> 1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBLIC UTILITIES,ME CITY ENGINEER 3. ME CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO ME • 303-9363 (425)303-9362 FAX
<br /> ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS SHALL DETERMINE THE REC.UfRED EASEMENT WIDTH EASED ON CITY STANDARDS. PROTECT ENGINEER AND THE CITY INSPECTOR.IN THE EVENT THAT THE INSTALLED WATER (425) 1TL' ,
<br /> QUALITY CONTROL MEASURES ARE INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, LE.RINC;,NET
<br /> PER INSPECTOR'S DIRECTION DURING CONSTRUCTION.
<br /> 2. WJn1 THE EXCEPTION OF THE EASEMENT ACCESS DRIVE,
<br /> NO NOV DRIVEWAYS OR PARKING ME CONTRACTOR SHALL IMMEDIATELY REPORT TO AND CONSULT WIM THE PROJECT - --'-' -- - ' - ------
<br /> AREAS WILL BE PERMIT()WITHIN ME FRONT YARD SETBACK AREA FOR ALL LOTS THAT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION ACTMTIES,WITH THE -- ---_.-.._.__ ��ADDRESS: 12728 BOTNEIL EVERETT lTWY
<br /> FRONT ON THE PUBLIC'STREET- EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES,SHALL CEASE UNTIL SUCH _ - _. _.__----- EVERETT,WA 98208
<br /> TIME AS THE WATER QUALITY 15 BROUGHT UNDER CONTROL. 1 REV.PER CITY OF EVERETT JNR I9-64-07 TAX ACCOUNT NO.'S: 280530004007011
<br /> 3, ACCESS OFF AN EASEMENT DRIVE IS LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB
<br /> CUT PER LOT.THE DRIVEWAY SHALL NOT EXCEED TWENTY FEET IN WDM FOR A DISTANCE 4. ME CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND BEY.NO DESCRIPTION INITIALS DATE
<br /> OF TWENTY FEET FROM ME EASEMENT ACCESS DRIVE CURB.THE MINIMUM PARKING STALL ANTICIPATING STORM ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN •
<br /> WIDTH FOR TWO CARS IN FRONT OF THE GARAGE IS 20 FEET BY 20 FEET-IWO(2)STALLS. ANTICIPATION OF ME WEATHER.
<br /> UTILITY CONFLICT NOTE.. ME MINIMUM PARKING PAD FOR 4 OFF-STREET IS 20 FEET BY 40 FEET. R
<br /> CAUTION.' 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMP's SHALL BE STORED ,A W4.5,''
<br /> 4. SURFACE PARKING:EML:18.28.f20 SURFACE PARKING IS ONLY PERMITTED ON A LOT WITH AN ON SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE SUCH SUPPLIES AND MATERIALS o� i19� NE 1,'4,SE 1/4,SEG 3Q T.28,R.OS.,W.M.
<br /> THE CONTRIACTOR SHALL 8E RESPONSIBLE FOR VERIf17NG THE LOCATION. EXISTING HOUSE.THE PARKING AREA MAY IJOT BE BETWEEN THE EXISTING HOUSE AND THE SFWLL INCLUDE,BUT NOT BE LIMITED TO,STRAW BALES OR OTHER MULCHING MATERIAL, G. .DIMENSION AND DEPTH OF ALL L XISTING UTILITIES WHETHER SHOWN ON THESEPUBLIC STREET.THE PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BEA SILT FENCING AND ST,4KE5,FILTER FABRIC,LTc. EVERETT OFFICE BUILDING
<br /> PLANS OR NOT,BY POTHOLING AHE UTILITIES AND SURVEYING THE HORIZONTALMINIMUM OF 5 FEET AWAY FROM ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE 1?..,;;,.,..,,
<br /> 4 I,�
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS AND MEN SHALL REQUIRED OPEN SPACE. 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS,CONTRACTOR SHALL MONITOR ALL I u �r
<br /> EROSION CONTROL MEASURES AND SHALL.PRIORITIZE IMPLEMENTATION AND MAINTENANCE 8 I DWG FILENAME DESIGNED BY: DATE SCALE: J08 NO.:
<br /> INCLURE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF ME 5, GARAGES:ENC18.28.150 ON ALL NOV LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE OF EROSION AND SILTATION CONTROL MEASURES ABOVE ALL OTHERS. 4.'?F 369 7, ' 0603T8.dw
<br /> EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY CALL TWO(2)BUSINESS DAYS PROPOSED A 04p(2)CAR GARAGE IS REQUIRED/ Fr CTS � g BOK 7-23-07 1'=20' 06-0318
<br /> VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS `r�OIVA.11.%4'
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<br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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