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NW 114 NW 114, SEC.8, T 28N., R.5E., W M,
<br /> EROSION CONTROL NOTES LEGAL DESCRIPTION
<br /> A.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THERE BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE. L U L
<br /> AFT ER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, LOTS 19,20,21,AND 22,BLOCK 28,PLAT OF PINEHURST DIVISION"B",
<br /> BY HAND OR MECHANICAL METHODS,MAY BE CLEARED.THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER THE INSTALLATION.IF A SILT FENCE IS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS,
<br /> NOT REQUIRED,THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. PAGE 18,IN SNOHOMISH COUNTY,WASHINGTON,
<br /> EXCEPT THE EAST 10 FEET OF SAID LOT 22.
<br /> B.ALL PERIMETER AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,OPERATIONAL,AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO
<br /> INITIATION OF CLEARING AND GRUBBING OPERATIONS. SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON.
<br /> C.DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR.NO TREES
<br /> SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE APPROPRIATE PARTIES. VERTICAL DATUM
<br /> / LOP 2 D.WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br /> � (NAVD 88-3.67'=NGVD 29)
<br /> CITY!OF EVERETT SHORT PLAT SP 1202- -91 E.AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED
<br /> i FOUND CASED MEN W/INVERTED NAIL SETIN
<br /> SSMH RIM=374.70 AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL.
<br /> INV.8"PVC(N)=367.45 S RECORDEq UNDER AFN 910�250420&AFN 91i06255003 CONC.NEAR THE INTERSECTION OF ST
<br /> AND WElMORE AVE ELEVATION=382.80'NN
<br /> 2.80'
<br /> INV.8"PVC(S)=36735 v, F.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH ATIME THAT CLEARING
<br /> AND/OR CONSTRUCTION IS COMPLETED,PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> 1= HOUSE i i II SURVEY REFERENCES
<br /> G.AT A MINIMUM,EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY,OR FOLLOWING EACH RUNOFF-PRODUCING STORM,TO
<br /> m 1 - Ll/1llL/1/1LA'L/1/1L/L/J SHED ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. - G 18
<br /> iY
<br /> i
<br /> o -- --- -`---------
<br /> � Ri PLAT OF PINEHURST DIVISION B VOL.8,P
<br /> (R2)RECORD OF SURVEY AFN 201307105002
<br /> -- `----- ------ H.APPROVAL THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR LOCATION OF PERMANENT PIPES,RESTRICTORS,OR DETENTION (R3)SHORT PUT SP 1202-1-91-AFN 9106255003
<br /> i - GB RIAA.�73:55 Sibb f12ed C FACILITIES;BUTT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL BMP'S ONLY.
<br /> Iyu C W 372 73 rrt n e-.T Ci, .DRpvEL D AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED.FAILURE TO COMPLY WITH
<br /> A�T aY I.THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN.TRACKING OF MU EQUIPMENT PROCEDURES
<br /> ' THIS CONDITION WILL RESULT IN ALL WORK ON SITE BEING STOPPED.
<br /> METHOD OF SURVEY.
<br /> KINEMATIC
<br /> - -------- J.THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,AVAILABLE,AND REASONABLE MEANS OF WORK CONTROLLING AIR 5 T EY PERFORMED BY HELD TRAVERSE AND REAL TIME
<br /> ARE ;T STOC ILE
<br /> /I POLLUTION,INCLUDING DUST.DUST CAN CAN BE CONTROLLED BY WETTING EXPOSED SOILS,WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, CPS POSITIONING UTILIZING THE HxGN SMARTNET NETWORK
<br /> RE 24 EX.BUILIT /I �' AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY INSTRUMENTATION:
<br /> SSMH RIM=373.75 S Y .i I/HOURS) EVIDENCE OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br /> NOT MEASURED.LID , m o LEICA T516 ROBOTIC ELECTRONIC TOTAL STATION
<br /> PAVED SHUT COULD w _ (/ o LEICA VIVA GNSS OS08 RECEIVER
<br /> N ' -`.I �I 3 K.EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAYAND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT TO
<br /> NOT OPEN Q I,. 1/1L/1/1 .L/G' CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC 331-130-100
<br /> L.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED OFF THE SITE. PRECISION:
<br /> ,y MEETS OR EXCEEDS STATE STANDARDS SET BY WAC 332-130-080
<br /> m }•:- ( t � THROUGH 332-130-110
<br /> M.THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE ON ALL INSTALLED EROSION AND SEDIMENT CONTROL BMPS,
<br /> AWNING { AREA A
<br /> ESPECIALLY AFTER STORMS.
<br /> BASIS OF BEARING:
<br /> m N.APPROPRIATE MEASURED SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL. THE MONUMENTED CENTERLINE OF WETMORE AVE,AS THE BEARING OF
<br /> PINEHURSt DIV. "B" NORTH arD3'14"EAST.
<br /> s 1 BLK, 28, VaL.8, PG. 18 O.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30,
<br /> NCRETE A W Y L I o AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> I - i
<br /> FOUND CASED CONC.MOM. LOT 23 LOT 24 LOT 25
<br /> W/INVERTED NAIL,DOWN 0.2' -, xJT/T /^'o SITE PREPERATION NOTES:
<br /> VISITED 8103/23 0 1 %° NOTES:
<br /> l 1.VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION.NOTIFY THE PROJECT MANAGER OF ANY VARIATION PRIOR TO
<br /> % AREAOA ^.,. Y _ r/ COMMENCEMENT OF WORK 1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF
<br /> i / o____ ✓j PERMANENT ROAD OR DRAINAGE DESIGN(E.G.SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,
<br /> CBEFORENTLMEA ANYSURES
<br /> LAND DISTURBING LACE ANDTY MEETIGINS,NG
<br /> DOWN-SLOPE MANAGEAND MENT
<br /> PRACTICES
<br /> (BMPS)ER PER AND SHING O SEDIMENT RETENTION FACILITIES,UTILITIES).
<br /> CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT PRACTICES(BMPS)PER WASHINGTON
<br /> SSMH RIM=373.45 /°° o -+-✓ STATE DEPARTMENT OF ECOLOGY REQUIREMENTS. 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND
<br /> INV 8"PVC N=365.50 "'� �Q' 3 UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> INV.8"PVC(S)=365.40 SL/iO /1 //1/1L�L� JSL�2� �') 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 /> 8"CONC(SW)(RECORD) Lt _ / '�' / ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED CONSTRUCTION AREAS.TOPSOIL
<br /> OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL NOT BE USED AS FILL BUT MAY BE STOCKPILED AND 3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD
<br /> -ARC-A USED FOR LANDSCAPING PURPOSES. PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED
<br /> CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR
<br /> n
<br /> 4.ISOLATED SOFT OR LOOSE AREAS WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL COMPACTED TO
<br /> THE DURATION OF CONSTRUCTION.
<br /> 7 n D P LIT/ NAI/WAS O'SENDED CORNER THE ADJACENT SOIL DENSITY. D
<br /> L �a
<br /> SET HER F CO
<br /> ON PROPERTY LINE E 4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AN
<br /> N 8821'S5"W 89.89 -- --------------- ` 5.IN AREAS TO BE FILLED OF PAVING,THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR SCARIFIED TO A
<br /> � � --- ---------, GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER
<br /> ,- - - DEPTH OF 6 INCHES AND RE-COMPACTED BEFORE PLACING FILL OR PAVEMENT BASE MATERIAL. DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br /> r- ® 6.PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 61NCH LAYERS AND COMPACT. 5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.
<br /> f SF DURING THE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR
<br /> 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 /> __ \ A /r LANDSCAPING COMPLETED BY CLIENT. SITE.2023 DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS EROSION AND SEDIMENTATION CONTROL
<br /> /� S ! JACK SON vt 2-6
<br /> L-------- _ _ 434.43'STRU-- TO STRUCTURE B.THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2HAV
<br /> ----- - N 88.21''5 W 50737'-------
<br /> \ � -- 6.THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO
<br /> \ / SSMH RIM=369.73 m ASPHALT ROADWAY 9.ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED. ENSURE THEIR CONTINUED FUNCTIONING,ESPECIALLY AFTER STORM EVENTS.
<br /> INV.8"PVC(E)=358.98
<br /> INV.8"PVC(W)=359.08 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 /> 'G �L"4 A DRIVEWAY 11.ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS MONTH OR WITHIN THE 48 HOURS FOLLOWING MAJOR STORM EVENT.
<br /> CB RIM=367.40 Y
<br /> INV 8"GONG E=366.30 8.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
<br /> Ir ----------------------- 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 /> ------------------ --
<br /> COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> i I
<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 MAY BE REQUIRED TO ENSURE THAT
<br /> WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT. ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br /> LEGEND STORM DRAINAGE NOTES: 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED
<br /> SOIL MANAGEMENT PLAN(BMP 5.13): OFF
<br /> 1.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN THE SITE.
<br /> SET 7/2"X 24"REBAR W/CAP STAMPED"PCS 37536" AREAOA:AMEND EXISTING SOIL IN-PLACE(2-INCH OF COMPOST)-25 C.Y. INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT.
<br /> 11.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE
<br /> O EXISTING REBAR W/CAP,AS NOTED AREA©:TOPSOIL(MIN.8"OF TOP SOIL)-41 C.V. 2.ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS PROPOSED BMPS FAIL.IF BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE,IMMEDIATELY NOTIFY
<br /> X SET NAIL AND WASHER STAMPED"PCS 37536" AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL YOUR PUBLIC WORKS INSPECTOR.
<br /> BMP T5.13 POST-CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING CONSTRUCTION(CURRENT EDITION).
<br /> A EXISTING NAIL AND WASHER AS NOTED BEST MANAGEMENT PRACTICE.SOILS THAT HAVE BEEN DISTURBED,WILL BE AMENDED 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS
<br /> ACCORDING TO THE FOLLOWING PROCEDURES: 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE FROM OCTOBER 1 THROUGH APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> O FOUND CONCRETE MONUMENT AS NOTED SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND
<br /> RIGHT OF WAY CENTERLINE A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT. TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING 13.NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES.HANDLE
<br /> B. IN PLANTING BEDS,WILL PLACE THREE INCHES OF COMPOST AND TILL INTO AN EIGHT-INCH DEPTH. CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER.
<br /> STORM DRAIN MANHOLE C. IN TURF AREAS,WILL PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP,COARSE BARK MULCH,OR COMPOST MULCH PROJECT. 14.THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINEDON SITE OR READILY
<br /> INVERT/CULVERT TO PLANTING BEDS AFTER FINAL PLANTING. AVAILABLE
<br /> ❑ CATCH BASIN 4.ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br /> UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION. LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> D4 WATER VALVE 15.DESIGN,INSTALL,IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE THE
<br /> PRESERVE NATIVE SOILS BY STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLY AFTER GRADING AND 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO STREAM,LAKE, DISCHARGE OF POLLUTANTS.
<br /> FIRE HYDRANT CONSTRUCTION. RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br /> ® WATER METER 16.PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND
<br /> 6.DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITY ADOPTED STORMWATER SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.
<br /> QS SANITARY SEWER MANHOLE MANAGEMENT MANUAL,POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND
<br /> o MAILBOX SCALE: 1"
<br /> =20' CONSTRUCTION STANDARDS$SPECIFICATIONS.
<br /> SIGN POST 0 20 40
<br /> o UTILITY/POWER POLE "2 MIN SETBACK PARCEL NUMBER:
<br /> GUY ANCHOR xry ,ry ""'`"`s 1� TOTAL PARCEL AREA: 9,881 S.F. PROJECT/SITE INFORMATION SITE ADDRESS
<br /> EXISTING IMPERVIOUS AREA: 00545002801900
<br /> NOTE: CURRENT N'BE G:R-2 EVERE,WA Ave.
<br /> © >zL exsr caourvn HOUSE STRUCTURES 2,322 SF COMP PLAN:SF EVERET,WA 96203
<br /> POWER VAULT EXISTING STRUCTURES,DRIVEWAYS, SHED 322 SF
<br /> x�xnx AND WALKWAYS WILL BE REMOVED AND DRIVEWAYS 1,748 SF AREA OF DISTURBANCE: 9,881 S.F. LOT SIZE:9,881 S.F.
<br /> o=vs HEIGHT or cuT coo xnxPE REPLACED BY NEW SINGALE FAMILY WALKWAYS 874 SF SITE GRADING: 170 CV CUTAND FILL APPLICANT/CONTACT/OWNER:
<br /> CONIFEROUS TREE DUPLEX AND ASSOCIATED HEM .o ray, xnx IMPROVEMENTS ALLOWABLE LOT COVERAGE:. % NAPA HOMES LLC
<br /> MAJ
<br /> TOTAL 4,952 SF NEW IMPERVIOUS AREA: BUILDING AREA:2,800 S.F.
<br /> DECIDUOUS TREE LOT COVERAGE 28.34% NAPA 8-2515 NC�GMAIL.COM
<br /> TYP CUT I FILL SECTION DUPLEX STRUCTURE(INCL.OVERHANG) 3,902 SF 425-266-2515
<br /> F FIR AT PROPERTY LINE DRIVEWAYS 222 SF ALLOWABLE IMPERVIOUS COVERAGE:50%
<br /> C CEDAR WALKWAYS 221 SF
<br /> TOTAL IMPERVIOUS AREA:4,434 S.F.
<br /> P PINE TOTAL 4,438 SF IMPERVIOUS SURFACE COVERAGE:44.87%
<br /> S SPRUCE CONSTRUCTION SEQUENCE: BUILDING HEIGHT LIMIT 28'
<br /> Cityof Everett Permit Review
<br /> CW COTTONWOOD
<br /> :
<br /> A ALDER EVERETT Status:Approved as Noted
<br /> 1.ATTEND PRE-CONSTRUCTION CONFERENCE.
<br /> CALL 811 BEFORE YOUDIC O4I3OIZOL4 2:3�J:t� PM
<br /> 2.INSTALL T.E.S.C.MEASURES.
<br /> 3.CLEAR AND GRADE SITE.
<br /> 4.INSTALL STORM DRAINAGE SYSTEM.
<br /> 5.INSTALL SEWER AND WATER SYSTEM. REVISION: DATE: DESIGN 19003 JACKSONAVE. SCALE
<br /> 6.GRADE ROAD. ER W Added w lk- 4 24 24 MW 1" = 20'
<br /> 7.AS-BUILT. MAHER WELAYE, P.E. �P��`W^SN?/� DRAWN DUPLEX Joe No.
<br /> 8.REMOVE T.E.S.C.MEASURES. 15516 - 56TH AVE. IN v
<br /> 023-01
<br /> EDMONDS, NA 98026 - MW 2EET
<br /> PH: (206)816-0455 CHECKED SW
<br /> �7�� SHEET
<br /> Zk RFCiSTEK���qv``� MW H.7/IPPP PL�`1LV 2
<br /> F�IONgI \a,l0'La DATE OF
<br /> 3
<br /> OCT., 2023
<br />
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