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N W 114 SE 114 SEC.13, T.28N., R.4E., W.M. EROSION CONTROL NOTES
<br /> A.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THERE BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE. LEGAL DESCRIPTION
<br /> AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,
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<br /> - - - - - - - - - - - - - -- - - - - - - - - - - - BY HAND OR MECHANICAL METHODS,MAYBE CLEARED.THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER THE INSTALLATION.IF A SILT FENCE IS
<br /> NOT REQUIRED,THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. THE SOUTH 63 FEET OF LOT 18,INTERCITY DIVISION 1,BLOCK 1,LESS THE ROAD RIGHT-OF-WAY TO THE CITY OF EVERETT PER
<br /> ---- ------ -------------------------------------------------------------------------- B.ALL PERIMETER AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL,AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO STATUTORY WARRANTY DEED RECORD AF NO 9901290675
<br /> ® INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br /> Ali
<br /> w i i C.DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR.NO TREES
<br /> 3 _ SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES.
<br /> 4 4a. j D.WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL. ,1
<br /> E.AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED VER TI CAL DATUM
<br /> zAS REQUIRED TO ENSURE CONTINUING EROSIOWSEDIMENT CONTROL.
<br /> .°'I•° F.ALL TEMPORARY EROSION AND SEDIMENT CONTROL SKIPS SHALL BE MAINTAINED INA SATISFACTORY CONDITION UNTIL SUCH A TIME THAT CLEARING NA VD 88
<br /> 12 RIM-582.68 I - ° 12 RIM-582.80
<br /> 12"CMP(N,E,S)IE=577.63 h � ..al °12"CMP(W)IE=79.90 I AND/OR CONSTRUCTION IS COMPLETED,PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL FOR EROSION HAS PASSED. � FOUND CASED CONIC MON W/2"BRASS
<br /> Y_ DISC W/PUNCH ON THE CENTERLINE OF
<br /> G.AT A MINIMUM,EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY,OR FOLLOWING EACH RUNOFF-PRODUCING STORM,TO HOLLY DRIVE.
<br /> 00480200101803 ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. ELEVATION=578.66
<br /> 00480200101802
<br /> H.APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR LOCATION OF PERMANENT PIPES,RESTRICTORS,OR DETENTION
<br /> FACILITIES;BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMP'S ONLY. r
<br /> ° :x I.THE PUBLIC RIGHT-OF-WAV SHALL BE KEPT CLEAN.TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED.FAILURE TO COMPLY WITH SURVEY REFERENCES
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<br /> 8"CIP f' FOUND REBAR/CAP OY(E)/' THIS CONDITION WILL RESULT IN ALL WORKON SITE BEING STOPPED.
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<br /> HOUSE \ &0.1'(N)OF CORNER / TRI)RECORD OF SURVEY-AFNJ(9112135004
<br /> I°'• STAMPED MCDUFFY J.THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,AVAILABLE,AND REASONABLE MEANS OF WORK CONTROLLING AIR
<br /> SMH RIM=583.55 . fll/L/1111/1l/L/1111/1llL/1d x WOODx FENCE N 89'01'14"E 268.IT POLLUTION,INCLUDING DUST.DUST CAN CAN BE CONTROLLED BY WETTING EXPOSED SOILS,WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE,
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<br /> 8"GONG NSW AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.CONSTRUCTION VEHICLE TRACKOUT ISAMAJOR SOURCE OF DUST AND ANY
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<br /> CTR CHNL IE=572.15 sr-sr-u -sr-sr-ARE--n-sr sr -- -- __ - -- ---rl EVIDENCE OF TRACK-OUTCAN TRIGGER FINES FROM THE DEPARTMENTOF ECOLOGY ORTHE PUGET SOUND AIR POLLUTION CONTROL AGENCY. EQUIPMENT CX. PROCEDURES
<br /> AR
<br /> 4 Z S /^I , K.EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAYAND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY
<br /> 93RD ST W AREA OA I % % CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS).
<br /> METHOD OF SURVEY.-
<br /> 93RD
<br /> ('.: i x SURVEY PERFORMED BY HELD TRAVERSE
<br /> .- 3 LOT AREA G j- % l'= 1/ L.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED OFF THE SITE.
<br /> 0 INSTRUMENTATION:
<br /> 4,8J7 SF I
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<br /> LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br /> 0040200101801 G H¢SE it I � F, Fe�g� INTERCITY DIV 1 BLK 1 M.THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE ON ALL INSTALLED EROSION AND SEDIMENT CONTROL BMP.,
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<br /> AREA(2) 'I,k/ VOL. 11, PG. 9 ESPECIALLY AFTER STORMS. PRECISION:
<br /> ` Iy�0� MEETS OR EXCEEDS STATE STANDARDS WAC 332 130 090
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<br /> v\ `\ N.APPROPRIATE MEASURED SHALL BETAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL.
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<br /> BASIS OF BEARINGO.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, THE MONUMENTED LINE BETWEEN TWO MONUMENTS AS SHOWN
<br /> AREAOB 00480200100900 ALONG 4TH AVE W AS THE BEARING OF N 00'09'11"W.
<br /> EASL�1 /IAND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> b'I'zed Construction
<br /> En ran- MP 105 GARAGE 5112 I / SITE PREPERATION NOTES: NOTES1. :
<br /> 12 RIM 583 OS I /
<br /> 12"PE(N,S)IE-5 90
<br /> '� iL/1l/1/1U1/1Ga C VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION.NOTIFY THE PROJECT MANAGER OF ANY VARIATION PRIOR TO 1 APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL ESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF
<br /> n- sees- COMMENCEMENT OF WORK (E.G. (ESC)
<br /> 30' PERMANENT ROAD OR DRAINAGE DESIGN SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,
<br /> CHAIN'LINK FENCE% () RETENTION FACILITIES,UTILITIES).
<br /> N 8901'74"E�202.93' x FENCE CORNER IS 0.3•W 2.BEFORE ANY LAND DISTURBING ACTIVITY BEGINS,DOWN-SLOPE AND SLOPE-PERIMETER EROSION AND SEDIMENT
<br /> \ &0.8'(S)OF CORNER CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT PRACTICES(BMPS)PER WASHINGTON
<br /> STATE DEPARTMENT OF ECOLOGY REQUIREMENTS. 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND
<br /> UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> 3.PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION,ALL TOPSOIL SURFACE VEGETATION,AND CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /> \� 00480200 iD17O2 ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED CONSTRUCTION AREAS.TOPSOIL
<br /> e "�' a-}-.- -- OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL NOT BE USED AS FILL BUT MAYBE STOCKPILED AND 3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD
<br /> ° WOOD7CE USED FOR LANDSCAPING PURPOSES. PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED
<br /> •>° o `L CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR
<br /> \ 4.ISOLATED SOFT OR LOOSE AREAS,WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL COMPACTED TO THE DURATION OF CONSTRUCTION.
<br /> ` THE ADJACENT SOIL DENSITY. 4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
<br /> 00480200101000
<br /> GRADING ACTIVITIES AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER
<br /> z s III 5.IN AREAS IN BE FILLED OF PAVING,THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR SCARIFIED TO A
<br /> DEPTH OF 61NCHES AND RE-COMPACTED BEFORE PLACING FILL OR PAVEMENT BASE MATERIAL. DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br /> 5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.
<br /> _ 6.PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 61NCH LAVERS AND COMPACT. DURING THE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR
<br /> °a 7.ALL NEWLY-CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION PRIOR TO FINAL UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE
<br /> LANDSCAPING COMPLETED BY CLIENT. SITE.2023 DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS EROSION AND SEDIMENTATION CONTROL
<br /> o4 00480200101204 INTERCITY`DIV 1 BLK 1 8.THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H:1V
<br /> f j VOL. 11,`J;G. 9 6.THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO
<br /> SII 9.ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED. ENSURE THEIR CONTINUED FUNCTIONING,ESPECIALLYAFTER STORM EVENTS.
<br /> 10.CALL BEFORE YOUR DIG FOR LOCATION OF UNDERGROUND UTILITIES. 7.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
<br /> MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> 11.ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS 8.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
<br /> � STORM DRAIN INLET PROTECTION 12.THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE.EACH INDIVIDUAL UTILITY SHALL BE CATCH BASIN.ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING
<br /> BMP C220 COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> 00480200101100
<br /> 13.PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES,CONSTRUCTION, 9.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
<br /> GRADING,CLEARING,AND TREE REMOVAL.TREE REMOVAL ON SHARED ACCESS SHALL BE DONE UNDER CONTRACT MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAYBE REQUIRED TO ENSURE THAT
<br /> qLL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT
<br /> WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT.
<br /> 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED
<br /> STORM DRAINAGE NOTES: OFF
<br /> THE SITE.
<br /> 1.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN
<br /> INSPECTED,TESTED,AND ACCEPTED BY THE CITU OF EVERETT.
<br /> SDMH RIM-583.37 CB RIM-583.42 11.APPROPRIATE MEASURES SHALL BETAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE
<br /> 12"PE(N,S)IE=577.02 12"CMP(W)IE=580.07 00480200101203 2.ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS PROPOSED SKIPS FAIL.IF SKIPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE,IMMEDIATELY NOTIFY
<br /> 12"PE(E)IE=579.47 YOUR PUBLIC WORKS INSPECTOR.
<br /> AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL
<br /> CONSTRUCTION(CURRENT EDITION). 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS
<br /> III FROM OCTOBER 1 THROUGH APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br /> SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND 13.NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES.HANDLE
<br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER.
<br /> CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTORAND ANY CHANGES REQUIRED
<br /> LEGEND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE 14.THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINEDON SITE OR READILY
<br /> PROJECT. AVAILABLE
<br /> NOTE: SOIL MANAGEMENT PLAN(BMP 5.13): TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br /> SET 1/2"X 24"REBAR W/CAP STAMPED"PCS 37536" EXISTING HOUSE,DRIVEWAYS, 4.ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br /> O EXISTING REBAR W/CAP,AS NOTED WALKWAYS AND GARGE WILL BE AREAO:AMEND EXISTING SOIL IN-PLACE(2-INCH OF COMPOST)-18 C.Y. LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 15.DESIGN,INSTALL,IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE THE
<br /> REMOVED AND REPLACED BY NEW OB DISCHARGE OF POLLUTANTS.
<br /> X SET NAIL AND WASHER STAMPED"PCS 37536" SINGALE FAMILY DUPLEXAND AREA :IMPORTED TOPSOIL(MIN.8"OF TOPSOIL) 80 C.V. 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO STREAM,LAKE,
<br /> ASSOCIATED IMPROVEMENTS RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. 16.PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND
<br /> kC EXISTING NAIL AND WASHER AS NOTED BMP T5.13 POST-CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.
<br /> FOUNDO CONCRETE MONUMENT AS NOTED BEST MANAGEMENT PRACTICE.SOILS THAT HAVE BEEN DISTURBED,WILL BE AMENDED 6.DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITY ADOPTED STORMWATER ACCORDING TO THE FOLLOWING PROCEDURES: MANAGEMENT MANUAL,POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND
<br /> RIGHT OF WAY CENTERLINE CONSTRUCTION STANDARDS&SPECIFICATIONS.
<br /> A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
<br /> Q STORM DRAIN MANHOLE B. IN PLANTING BEDS,WILL PLACE THREE INCHES OF COMPOSTAND TILL IN TO AN EIGHT-INCH DEPTH.
<br /> C. IN TURF AREAS,WILL PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH.
<br /> INVERT/CULVERT 2' MIN SETBACK D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP,COARSE BARK MULCH,OR COMPOST MULCH PARCEL NUMBER:
<br /> TO PLANTING BEDS AFTER FINAL PLANTING. TOTAL PARCEL AREA: 14,837 S.F. SITE ADDRESS
<br /> ❑ CATCH enslN r EXISTING IMPERVIOUS AREA ADDITIONAL GRADING AND EROSION CONTROL NOTES: 9227 4th qve W 0040200101e01
<br /> DJ WATER VALVE �zLn� Exsr caxuxv vrE UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION. HOUSE STRUCTURE 520 SF TOTAL PROJECT AREA: 15,263 S.F. EVERET,WA 982M
<br /> GARAGE 860 SF AREA OF DISTURBANCE: 11,655 S.F. 1. ADDITIONAL SEDIMENTATION CONTROL MAYBE REQUIRED
<br /> FIRE HYDRANT �xxx cu.sxovc PRESERVE NATIVE SOILS BY STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLYAFTER GRADING AND DRIVEWAYS 3125E
<br /> SITE GRADING: 210 CV CUT AND FILL DURING THE CONSTRUCTION PROCESS. APPLICANT
<br /> coNsrRucrloN. /CONTACT/OWNER:
<br /> ® WATER METER "=vs xc�sx.or cu..�v xnx TOTAL 1,692 SF 2. NO EXPOSED SOILS ON-SITE LONGER THAN 48 HRS. LLC
<br /> QS ES SANITARY SEWER MANHOLE COVER USING MULCHES OR VISQUEEN.THIS APPLIES TO NAPAHD NAPA HOMES OMESGN@GMAILCOM
<br /> o MAILBOX SCALE: 1 =20' TYP CUT & FILL SECTION SOIL STOCKPILES AS WELL.
<br /> AT PROPERTY LINE 425-268-2515
<br /> NEW y IMPERVIOUS
<br /> SIGN POST 0 20 40 DUPLEX STRUCTURE(INCL.OVERHANG) 3,423 SF
<br /> 4 U77LIN/POWER POLE DRIVEWAY AND TREANCH RESTORATION 3,254 SF
<br /> � S/L
<br /> GUY ANCHOR WALKWAYADINGS(EXCL.ROOF OVERHANG) 1025E ` City of Everett Permit Review
<br /> © POWER VAULT CONSTRUCTION SEQUENCE: TOTAL 6,779 BE EVERETT Status:Approved
<br /> 06/09/2023 9:27:50 AM
<br /> CONIFEROUS TREE CALL 811 BEFORE YOUDIC 1.ATTEND PRE-CONSTRUCTION CONFERENCE.
<br /> 2.INSTALL T.E.S.C.MEASURES.
<br /> DECIDUOUS TREE 3.CLEAR AND GRADE SITE.
<br /> 4.INSTALL STORM DRAINAGE SYSTEM. REVISION: DATE: DESIGN SCALE
<br /> F FIR 5.INSTALL SEWER AND WATER SYSTEM. M W 9227 4THAVE. W 1•• = 20'
<br /> C CEDAR 6.GRADE ROAD. VS,ER wF� /15/2023
<br /> P PINE Is. 7.AS-BUILT. MAHER WELAYE, P.E. �P oFwAS ryv�� 3DRAWN DUPLEX
<br /> JOB NO-
<br /> S SPRUCE 8.REMOVE T.E.S.C.MEASURES. 15516 - 56TH AVE. W v _ MW 2022-01
<br /> CW COTTONWOOD EDMONDS, NA 98026 Nh
<br /> SHEET
<br /> A ALDER PH: (206)816-0455 z CHECKED (� �7��
<br /> RfcisTEaE°�4+°`� MW SWPPP PLi[`11V 2
<br /> f�IONAI p23 DATE OF
<br /> 31152 2
<br /> Nov., 2022
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