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BASIS OF BEARINGS
<br />S82'38'10"W ALONG THE MONUMENTED CENTERLINE OF TAYLOR
<br />DRIVE.
<br />REFERENCES
<br />PLAT OF MAP OF DARLINGTON, VOL. 8, PG. 29, BOOK OF PLATS
<br />RECORDS OF SNOHOMISH COUNTY, WA.
<br />RECORD OF SURVEY RECORDED UNDER SNOHOMISH COUNTY REC.
<br />NO. 9812025003.
<br />NOTES
<br />INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA SX ROBOTIC
<br />TOTAL STATION.
<br />PROCEDURES USED WERE FIELD TRAVERSE, MEETING OR
<br />EXCEEDING STANDARDS SET BY WAC 332-130-090
<br />THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
<br />TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL
<br />EASEMENTS OF RECORD, OR OTHERWISE IF ANY.
<br />THIS MAP REPRESENTS A JOB PERFORMED BY ME OR MY
<br />CONSTITUENTS AND CAN ONLY BE CONSIDERED AS
<br />REPRESENTATIVE OF THE SITE AT THE TIME OF MY SURVEY.
<br />ALL UTILITIES EXCEPT FOR SEWER, SHOWN HEREON ARE FROM
<br />FIELD LOCATION AT CENTER OF RIM. ALL SEWER LINES BESIDE
<br />THE TWO MANHOLES IN TAYLOR DRIVE WERE DRAWN PER CITY
<br />OF EVERETT GIS AS -BUILT DATA. THEIR EXACT LOCATIONS
<br />SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO
<br />CONSTRUCTION.
<br />THE CONTOURS ON THIS DRAWING MAP EXTENDING DOWN THE
<br />STEEP SLOPE WERE DERIVED FROM A POINT CLOUD PROVIDED
<br />BY THE AUGUST 22, 2005 SNOHOMISH COUNTY FLOODPLAINS
<br />LIDAR SURVEY. THE ELEVATIONS ARE PUBLISHED AS NAVD88 IN
<br />WA NORTH (4601) GEOID03 FOR CONUS.
<br />LEGAL DESCRIPTION
<br />THE WEST 25 FEET OF LOT 2 AND THE EAST 1/2 OF LOT 3,
<br />BLOCK 1, MAP OF DARLINGTON, ACCORDING TO THE PLAT
<br />THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 29, IN
<br />SNOHOMISH COUNTY, WASHINGTON.
<br />CONTAINING AN APPROXIMATE AREA OF 34,133 SQ. FT.
<br />OR 0.78 ACRES
<br />ZONING
<br />R-S
<br />LOT AREA = ±34,133 SQ. FT.
<br />EX IMPERVIOUS SURFAQ
<br />DECK = f1,121 / 2 = 560.5 SQ. FT.
<br />BUILDINGS = f2,242 SQ. FT.
<br />CONCRETE = ±216 SQ. FT.
<br />ASPHALT = ±906 SQ. FT.
<br />PAVERS = ±590 SQ. FT.
<br />GRAVEL = t1.388 SQ. FT.
<br />TOTAL = f5,902.5 SQ. FT.
<br />EX LOT COVERAGE
<br />5902.5/34133 = 0.172 = 17%
<br />VERTICAL DATUM - NAVD88
<br />CITY OF EVERETT (NAVD88 GEOID128)
<br />ELEV.=151.71' HELD A STATIC GPS OPUS SOLUTION.
<br />PROJECT BENCHMARK: THE CENTER OF A CATCH BASIN'S RIM IN
<br />THE SOUTH SIDE OF TAYLOR DRIVE. AS SHOWN ON MAP.
<br />PROPOSED COVERAGE CALCULATION
<br />LOT A
<br />PROP STRUCTURE
<br />2,145 SF
<br />NEW+EX STRUCTURE
<br />2,592 SF
<br />PROP DRIVEWAY
<br />2,579 SF
<br />TOTAL COVERAGE
<br />5,171 SF
<br />TOTAL LOT AREA
<br />11,037 SF
<br />PERCENT COVERAGE
<br />46.9%
<br />S0Y>i_-?
<br />NEW+REPLACED STRUCTURE
<br />3,051 SF
<br />NEW +REPLACED DRIVEWAY
<br />1,000 SF
<br />TOTAL COVERAGE
<br />4,051 SF
<br />TOTAL LOT AREA
<br />23,096 SF
<br />PERCENT COVERAGE
<br />17.5%
<br />12°
<br />16° 18'
<br />PLANT ARBORVITAE
<br />ALONG PROPERTY LINE
<br />FOR PRIVACY
<br />EX GARAGE TO. BE REMOVED
<br />AREA 447 SF
<br />EX 3/4" WATER
<br />SERVICE TO
<br />REMAIN FOR
<br />BACK LOT
<br />152' _../..
<br />154' -
<br />S82°38`10"W 657.7� 9
<br />_-_---
<br />OUTFALL PER
<br />DETAIL
<br />SHEET 4
<br />22.
<br />2 15' PRIVATE DRAINAGE
<br />EASEMENT
<br />32 ��
<br />S82°3W'u " - --- v'
<br />�.
<br />Ex CB 7-1.W GRT
<br />PROP 3/4"
<br />WATER
<br />SERVICE. FOR
<br />FRONTLOT
<br />PEA
<br />FI-I i-. 4 0 i
<br />SCALE: 1 "=30 FEET
<br />0 30 60
<br />BMP T5.13: Post -Construction Soil Quality and Depth
<br />i. Soil Quality: All areas subject to clearing and grading that have not been covered
<br />by hard surface, incorporated into a drainage facility, or engineered as structural
<br />fill or slope shall demonstrate the following at project completion:
<br />• A topsoil layer with a minimum organic matter content of 10% dry weight
<br />in planting beds and 5% organic content in turf areas, with a pH from 6.0
<br />— 8.0 or matching the pH of the undisturbed native soil.
<br />• The topsoil layer shall have a minimum depth of eight inches except where
<br />tree roots limit the depth of incorporation of amendments needed to meet
<br />the criteria.
<br />• Subsoils below the topsoil layer shall be scarified at least four inches with
<br />some incorporation of the upper material to avoid stratified layers, where
<br />feasible.
<br />• Planting beds shall be mulched with 2 inches of organic material.
<br />NOTES FOR STORM DRAINAGE PLANS
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS
<br />BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD
<br />SPECIFICATIONS OFWSDOT/APWA.
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS
<br />AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH
<br />EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC
<br />WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEERPRIOR
<br />TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY
<br />SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />S. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM,
<br />LAKE, RIVER, PUGET SOUND, OR WETLAND," CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />LEGEND
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<br />NEW SEWER MANHOLE
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<br />EXISTING CONTOURS, MINOR
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<br />ELECTRICAL JUNCTION BOX
<br />❑
<br />ELECT. SERVICE DISCONNECT
<br />ELECTRICAL TRANSFORMER
<br />SILT FENCE PER COE STD
<br />DWG #214, BMP C233
<br />CONSTRUCTION ACCESS PER
<br />COE STD DWG # 201, BMP C105
<br />INLET PROTECTION PER COE
<br />STD DWG # 208, BMP C220
<br />APPROVED
<br />BYE
<br />DATE
<br />CITY OF EVERETT
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<br />Permit#:
<br />PW1807-017 °
<br />Site Address:
<br />2325 TAYLOR DR
<br />Owner:
<br />MV3, LLC
<br />Tenant:
<br />[Ten Name]
<br />App. Date:
<br />7/5/2018
<br />Proposed Use:
<br />Description:
<br />SITE WORK FOR 2-LOTSHORT PLAT
<br />Reviewed By`—k+
<br />Date: 9//q//s
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<br />DRAWN BY: EBA
<br />DATE:
<br />09-05-2018
<br />AGENCY
<br />NO.:
<br />SHEET:
<br />1 OF 5
<br />JOB NO.:
<br />18-025
<br />REVIEWED FOR PERMIT
<br />
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