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NW 114 NW 114, SEC.8, T.28N., R.5E., W.M.
<br />EROSION CONTROL NOTES
<br />LEGAL DESCRIPTION
<br />INV.
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<br />FOUND CASED CONC. MON.
<br />W/ INVERTED NAIL, DOWN 0.2' 1
<br />VISITED 8/03/23
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<br />INV. 8 PVO N-J55.50
<br />INV. 8 PVC(S)-J65.40 6•L�fO
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<br />LEGEND
<br />SET 1/2- X 24- REBAR W/CAP STAMPED PCS 37536'
<br />O EXISTING REBAR W/C4P, AS NOTED
<br />x SET NAIL AND WASHER STAMPED PCS 37536'
<br />9 EXISTING NAIL AND WASHER AS NOTED
<br />OFOUND CONCRETE MONUMENT AS NOTED
<br />RIGHT OF WAY CENTERUNE
<br />® STORM DRAIN MANHOLE
<br />INVERT/CULVERT
<br />❑ CATCH BASIN
<br />M WATER VALVE
<br />FIRE HYDRANT
<br />E3 WATER METER
<br />Q SANITARY SEWER MANHOLE
<br />o MAILBOX SCALE: 1" = 20'
<br />SIGN POST 0 20 40
<br />4 UTILIlY/POWER POLE
<br />GUY ANCHOR
<br />©J POWER VAULT
<br />Y CONIFEROUS TREE
<br />0 DECIDUOUS TREE
<br />F RR
<br />C CEDAR
<br />P PINE
<br />S SPRUCE
<br />CW COTTONWOOD
<br />A ALDER
<br />LOP 2 1
<br />CITY�OF EVERETT SHO T PLAT SP 1202-1-91
<br />:CORDED UNDER AFN 910g250420 & AFN 9106255003
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<br />;rJAAWNING 1 ARE
<br />8 ! I PINEHURS DIV. B"
<br />BLK. 28, V L8, PG. 18
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<br />LOT 23 LOT 24 i LOT 25
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<br />SET WL/WASHER 10'(S) OF CORNER
<br />•'I ON PROPERTY LINE EXTENDED I
<br />N 88'21'55' W 89.89
<br />! JA CKSON AVE �"
<br />�Rl.16.9.
<br />_-_4J4.4J' STRUCNRE TO S LURE
<br />'N88'21'55'W 50737'-_-_-_-_-_-_-_-_,
<br />ASPHALT ROADWAY
<br />INV. BPw(E)-35
<br />INV BPVO(W)-J59.08.OB
<br />- 4
<br />SOIL MANAGEMENT PLAN (BMP 5.13):
<br />AREAOA : AMEND EXISTING SOIL IN -PLACE (2-INCH OF COMPOST) -25 C. Y.
<br />AREA©: TOPSOIL (MIN. 8" OF TOP SOIL)- 41 C.Y.
<br />BMP T5.13 POST -CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING
<br />BEST MANAGEMENT PRACTICE. SOILS THAT RAVE BEEN DISTURBED, WILL BE AMENDED
<br />ACCORDING TO THE FOLLOWING PROCEDURES:
<br />A SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
<br />B. IN PLANTING BEDS, WILL PLACE THREE INCHES OF COMPOST AND 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 />D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP, COARSE BARK MULCH, OR COMPOST MULCH
<br />TO PLANTING BEDS AFTER FINAL PLANTING.
<br />UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION.
<br />PRESERVE NATIVE SOILS BY STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLY AFTER GRADING AND
<br />CONSTRUCTION.
<br />PM1
<br />,E 2' MIN SETBACK
<br />r rni sloe
<br />`M/,M cur swPE
<br />CALL 811 BEFORE YOU DIG
<br />10.
<br />NOTE:
<br />EXISTING STRUCTURES, DRIVEWAYS,
<br />AND WALKWAYS WILL BE REMOVED AND
<br />REPLACED BY NEW SINGALE FAMILY
<br />DUPLEX AND ASSOCIATED
<br />IMPROVEMENTS
<br />A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THERE BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE.
<br />AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,
<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
<br />NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br />S. 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.
<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.
<br />D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br />E. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED
<br />AS REQUIRED TO ENSURE CONTINUING EROSIOWSEDIMENT CONTROL.
<br />F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH A71ME THAT CLEARING
<br />AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br />G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF -PRODUCING STORM, TO
<br />ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<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.
<br />I. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED, FAILURE TO COMPLY WITH
<br />THIS CONDITION WILL RESULT IN ALL WORK ON SITE BEING STOPPED.
<br />J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF WORK CONTROLLING AIR
<br />POLLUTION, INCLUDING DUST. DUST CAN CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE,
<br />AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY
<br />EVIDENCE OF TRACK -OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br />K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY
<br />CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS).
<br />L. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED OFF THE SITE.
<br />M. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE ON ALL INSTALLED EROSION AND SEDIMENT CONTROL BMP6,
<br />ESPECIALLY AFTER STORMS.
<br />N. APPROPRIATE MEASURED SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL.
<br />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 />AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />SITE PREPERATION NOTES
<br />1. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE PROJECT MANAGER OF ANY VARIATION
<br />IA PRIOR TO
<br />COMMENCEMENT OF WORK.
<br />2. BEFORE ANY LAND DISTURBING ACTIVITY BEGINS, DOWN -SLOPE AND SLOPE -PERIMETER EROSION AND SEDIMENT
<br />CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT PRACTICES (BMPS) PER WASHINGTON
<br />STATE DEPARTMENT OF ECOLOGY REQUIREMENTS.
<br />3. PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION, ALL TOPSOIL SURFACE VEGETATION, AND
<br />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
<br />USED FOR LANDSCAPING PURPOSES.
<br />4. ISOLATED SOFT OR LOOSE AREAS, WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL COMPACTED TO
<br />THE ADJACENT SOIL DENSITY.
<br />5. IN AREAS TO BE FILLED OF PAVING, THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR SCARIFIED TO A
<br />DEPTH OF 6 INCHES AND RE -COMPACTED BEFORE PLACING FILL OR PAVEMENT BASE MATERIAL.
<br />6. PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN B INCH LAYERS AND COMPACT.
<br />7. ALL NEWLY -CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION PRIOR TO FINAL
<br />LANDSCAPING COMPLETED BY CLIENT.
<br />8. THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H:1V
<br />9. ALL ELEVATtONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED.
<br />10. CALL BEFORE YOUR DIG FOR LOCATION OF UNDERGROUND UTILITIES.
<br />11. ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS
<br />12. THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EACH INDIVIDUAL UTILITY SHALL BE
<br />COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES.
<br />13. PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES, CONSTRUCTION,
<br />GRADING, CLEARING, AND TREE REMOVAL. TREE REMOVAL ON SHAREDACCESS SHALL BE DONE UNDER CONTRACT
<br />WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT.
<br />STORM DRAINAGE NOTES
<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 CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS
<br />AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
<br />CONSTRUCTION (CURRENT EDITION).
<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
<br />TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br />SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br />LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE,
<br />RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />S. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED STORMWATER
<br />MANAGEMENT MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND
<br />CONSTRUCTION STANDARDS & SPECIFICATIONS.
<br />1. ATTEND PRE -CONSTRUCTION CONFERENCE.
<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.
<br />8. GRADE ROAD.
<br />7. AS -BUILT.
<br />8. REMOVE T.E.S.C. MEASURES.
<br />EXISTING IMPERVIOUS AREA:
<br />HOUSE STRUCTURES
<br />2,008 SF
<br />SHED
<br />3225F
<br />DRIVEWAYS
<br />1,748 SF
<br />WALKWAYS
<br />874 SF
<br />TOTAL
<br />4,952 SF
<br />TOTAL PARCEL AREA: 9,881 S.F.
<br />AREA OF DISTURBANCE: 9,881 S.F.
<br />SITE GRADING: 170 CY CUT AND FILL
<br />NOTES
<br />LOTS 19, 20, 21, AND 22, BLOCK 28, PUT OF PINEHURST DIVISION T',
<br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS,
<br />PAGE 18, IN SNOHOMISH COUNTY, WASHINGTON,
<br />EXCEPT THE EAST 10 FEET OF SAID LOT 22.
<br />SM14TE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
<br />VERTICAL DATUM
<br />R NA VD 88 (1141) 88-3.67' - NGw 29)
<br />FOUND CASED MON IV/INVERTED NAIL SET IN
<br />CONC. NEAR THE INTERSECTION OF MADISON ST
<br />AND WETMORE AVE. ELEVA77ON - 382.80'
<br />SURVEY REFERENCES
<br />(RI) PUT OF PINEHURST DMSION 6' - VOL. 8, PC. 18
<br />(R1) RECORD OF SURVEY - AFN 201J07105002
<br />(RJ) SHORT PUT SP 1202-/-91 - AFN 91062MJ
<br />EQUIPMENT & PROCEDURES
<br />METHOD OF SURVEY:
<br />SURVEY PERFORMED BY FIELD TRAVERSE AND REAL TIME KINEM477C
<br />CPS POSITIONING UTILIZING THE &CN SMARTNET NETWORK
<br />INSTRUMENTATION:
<br />LEICA TS16 R0907IC ELECTRONIC TOTAL STATION
<br />LEICA VIVA CNSS GS08 RECENER
<br />ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT TO
<br />MANUFACTURER'S SPEOFlCAPONS AS REQUIRED BY WAC 331-130-100
<br />PRECISION:
<br />,VESTS OR EXCEEDS STATE STANDARDS SET BY WAC 332-130-080
<br />THROUGH 332-130-110
<br />BASIS OF BEARING:
<br />THE MONUMENTED CENTERLINE OF WETMORE AVE, AS THE BEARING OF
<br />NORTH 01'03'14' EAST.
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
<br />PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
<br />RETENTION FACILITIES, UTILITIES).
<br />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 />CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETA71OWLANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD
<br />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 />THE DURATION OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
<br />GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER
<br />DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />S. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS
<br />DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR
<br />UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE
<br />SITE. 2023 DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS EROSION AND SEDIMENTATION CONTROL
<br />2-6
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO
<br />ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED MINIMUM OF ONCE
<br />MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
<br />CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
<br />OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
<br />MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT
<br />ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED
<br />OFF
<br />THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE
<br />PROPOSED BMPS FAIL. IF BMPS FAIL AND SEDIMENT -LADEN WATER IS LEAVING THE SITE, IMMEDIATELY NOTIFY
<br />YOUR PUBLIC WORKS INSPECTOR.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS
<br />FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. HANDLE
<br />HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER.
<br />14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINEDON SITE OR READILY
<br />AVAILABLE
<br />TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br />15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE THE
<br />DISCHARGE OF POLLUTANTS.
<br />16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND
<br />SEDIMENT CONTROL BMPS ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.
<br />NEW IMPERVIOUS AREA:
<br />DUPLEX STRUCTURE (INCL. OVERHANG) 3,311 SF
<br />DRIVEWAYS 902 SF
<br />WALKWAYS 221 SF
<br />TOTAL 4,438 SF
<br />PROJECT/SITE INFORMATION
<br />CURRENT ZONNING: R-2
<br />COMP PLAN: SF
<br />LOT SIZE: 9,881 S.F. ��//
<br />ALLOWABLE LOT COVERAGE.
<br />;;S % L{p %0
<br />BUILDING AREA: 2.800 S. .
<br />LOT COVERAGE 28.34 %
<br />ALLOWABLE IMPERVIOUS COVERAGE: 50 %
<br />TOTAL IMPERVIOUS AREA 4,434 S.F.
<br />IMPERVIOUS SURFACE COVERAGE: 44.87 %
<br />BUILDING HEIGHT LIMIT: 28'
<br />SITE ADDRESS PARCEL NUMBER:
<br />1903Jed®on Ave. 00545002801900
<br />EVERET, WA 98203
<br />APPLICANT/CONTACT/OWNER:
<br />NAP. HOMER LLC
<br />NAPAHDESIGNOGMAIL.COM
<br />425466a515
<br />
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