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SURVEYNOTES:
<br />1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
<br />WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
<br />UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
<br />SURVEYOR.
<br />2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATION;
<br />OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
<br />IMPLIED. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND
<br />RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY ORDER NUMBER
<br />500077792C DATED JANUARY 22, 2019. IT SHOULD BE NOTED THAT IN
<br />PREPARING THIS SURVEY MAP, WESTERN ENGINEERS & SURVEYORS INO(WESI)
<br />STAFF HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS WEST
<br />STAFF AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY DESCRIBED
<br />HEREON OTHER THAN THOSE SHOWN ON THIS MAP. WEST HAS WHOLLY RELIED
<br />ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND
<br />THEREFORE QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT
<br />EXTENT.
<br />3.) THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN ON THIS PLAN IS
<br />BASED ON A FIELD SURVEY PERFORMED JANUARY, 2019, WESTERN ENGINEERS
<br />& SURVEYORS, INO(WESI), ALL RIGHTS RESERVED.
<br />4.) THIS SURVEY MAY HAVE DEPICTED OCCUPATIONAL INDICATORS (IF EDGE OF
<br />ASPHALT DRIVE, FENCE LINES, BUILDINGS AND RETAINING WALLS -SEE MAP FOR
<br />SITE SPECIFICS) AS PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED,
<br />MAY INDICATE AREAS FOR POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS
<br />BOUNDARY SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF
<br />OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP
<br />BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY
<br />PERSONNEL OF WESTERN ENGINEERS & SURVEYORS, WC(WESI).
<br />LEGEND
<br />FOUND REBAR/CAP AS NOTED
<br />OFOUND
<br />MONUMENT/CASE (DATE FOUND)
<br />\ /
<br />SET CONCRETE NAIL WITH
<br />% \
<br />FLASHER , WESI_-_-
<br />ADJACENT LOT NUMBER PER PLAT --_
<br />®
<br />(VOL.__, PG.__)
<br />NUMBER __ PER PLAT
<br />®LOT
<br />NOL__, PG.__)
<br />\/
<br />EXISTING STORM DRAIN CULVERT INLET
<br />Q
<br />EXISTING SANITARY SEWER MANHOLE (SSMH)
<br />W
<br />EXISTING WATER VALVE
<br />®
<br />EXISTING WATER METER
<br />hcl
<br />EXISTING FIRE HYDRANT
<br />O
<br />EXISTING MAILBOX
<br />©
<br />EXISTING ELECTRIC JUNCTION BOX
<br />ACT
<br />EXISTING CAN PEDESTAL
<br />AT
<br />EXISTING TELEPHONE PEDESTAL
<br />�mr� m �
<br />G�.uulu�uuG'
<br />EXISTING BUILDING
<br />II
<br />EX. ECOLOGY BLOCK WALL
<br />EXISTING PROPERTY BOUNDARY
<br />--
<br />EXISTING CENTERLINE
<br />XXX
<br />EXISTING CONTOUR (MAJOR)
<br />EXISTING EDGE OF ASPHALT
<br />>
<br />EXISTING FLOW LINE
<br />- -
<br />EXISTING LOT LINE
<br />— — — —
<br />EXISTING RIGHT-OF-WAY
<br />SD
<br />EXISTING STORM DRAIN LINE
<br />SS
<br />EXISTING SANITARY SEWER LINE
<br />W
<br />EXISTING WATER LINE
<br />CB✓<X
<br />PROPOSED STORM DRAIN CATCH BASIN (CB)
<br />\/
<br />PROPOSED STORM DRAIN CULVERT INLET
<br />OSSCO
<br />PROPOSED SS CLEAN OUT (SSCO)
<br />0
<br />PROPOSED WATER METER
<br />OPROPOSED
<br />CONCRETE WALL
<br />Ir---11
<br />PROPOSED BUILDING
<br />L --- J
<br />W/ ROOF OVERHANG
<br />PROPOSED DRIVEWAY
<br />- - - - - - -
<br />- BUILDING SETBACK LINE
<br />— — —
<br />PROPOSED EASEMENT LINE
<br />— - - —
<br />PROPOSED LOT LINE
<br />SD T
<br />PROPOSED STORM DRAIN LINE
<br />SST
<br />PROPOSED SANITARY SEWER LINE
<br />W
<br />PROPOSED WATER LINE
<br />IN THE NE 1/4, NE 114, SEC. 17, TWP.28 N., RGE. 05 E., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />P
<br />Pa
<br />\ / f
<br />90TH ST SE A
<br />\ SHEO D 9 c' J \ g_960
<br />/ II(no%///y/ 99 96TH ST SE
<br />��000 �(7/' /�,?
<br />V GATE 16.3, \\ \ 51,,pFo \ O IE 12"CMP=281.68'
<br />`W \ \ \
<br />13.7 \ Nps cos 19m\ 00686900000800 \ 4 \ 3 TOOTH ST SE
<br />SHED '�j ✓y k
<br />(�� --` wr�z//�rzU!r \ I e s0\ sz• \ may\ \ \ \ o mlA/ VICRVITYMAP
<br />\ g-9 m` C \ mI \ <\ \ \ SCALE 1" = 2,000'
<br />36"FIR Ott 7• \\\\1\\\\ ` (m 1 m N 1/I rl �O
<br />\ 00686900000400 �\ a�9 \ MAPLE',\\ mar
<br />O\L�T
<br />SPel 1 I I \ \
<br />3 N\\ MAPLE
<br />00660200000300 --'� \ 1
<br />\ \ RO FLINE \ WOOD RQRt7H
<br />\\OVERFTC \ I -�LGT2
<br />4161\4 SF
<br />LOT3 \III (DU,I16,432 SF CONCLPTVAL L�T
<br />SFR\ 6P8LEXSF OT)EL �D pUALTEK COCONCEPTUAL 1
<br />l
<br />l
<br />l
<br />BENCHMARK
<br />DRIVEWAY8" 4" SPLIT
<br />ELEV-260.21 '
<br />\ MAPLE \ \ \ MAPLE I \ \ I I m\ \T/ \ \ I - / \ �o ,ro
<br />Q O SFR/ 8514 //, y \ / / 36'
<br />00 Lry \ FF GAR=318. 1' \ 3 / VERTICAL DATUM'
<br />\ \ \ FF ENTRY=322. 1' //,, \ \ \ \ \ A PR X. LOCATIO OF EX. SIDE NAVD88
<br />Oy1 O\ rn \ 3 F(R \ \ \ / 'J i III \ I I I \ ` \ \ \ \ SS 9 /SEWER PER CITY AS-BUILTS.
<br />O DEPTH=6'f AT PROP. LINE)
<br />/ TOP OF "PK NAIL" WITH SNOCO TAG AT THE NORTH END
<br />OF SHADOW WOOD DRIVE, APPROXIMATLEY 36.9' NE OF
<br />- - RETAIN FOR LOTT 1 USE.
<br />FIR \\ \\ \\ L/ \ 74' L �_ 25' ALY,'ESS & \ �\ �` \ ^/- \ y k�, ) L. \ SEWER MANHOLE, 35.4' E OF LIGHT POLE, 41.0' SW OF
<br />\ / \ \ UT ITIE ESMT 25' WIDE \ FIRE HYDRANT
<br />\ \ (2E FIT SOT 2) \ DRIVEWAY
<br />J_\ _ APRO \ LAT 47 55 17.51760
<br />29 / LONG 122 11 12.56116
<br />RETAINING WALL ALONG ' \ \ \ CONC PE NAL \ \ \ \ L - \- - - - - -\ 5'�S�BL I
<br />APPROX. 8" N WATER
<br />W'LY SIDE OF FENCE LINE �$- \ \ \ \ \ \ DRIVEWAY - g ' \ - (`� 93 33 �' - - � {y MAIN LOCATION PER
<br />EVERETT GIS jk T.B.M.
<br />SCALE: 1" = 20'
<br />\ \ \ 3 - 56 SD 2y / ELEV 316 61 1
<br />, 96� \ \ \ B \ \ / 0 20' 40' VERTICAL DATUM:
<br />NAVD88
<br />00660200000200 INSTALL NEW WATER SERVICES SET MAG NAIL 11.3' NORTH OF THE SOUTH EDGE OF PAVED
<br />FOR LOTS 1-3. VERIFY LOCATION DRIVEWAY, 32' EAST OF THE SE CORNER OF HOUSE #8514.
<br />WITH CITY OF EVERETT.
<br />1 / NAVD 88 = NGVD 29 + 3.69'
<br />121' I \ \ I \ NGVD 29 = NAVD 88 - 3.69'
<br />lfi MAPkE a / \ I /Opp• \
<br />A LE M n �//%/1% ,�, o - _ IF 12" CMP=297.69'
<br />COULD NOT SET PROPERTY CORNER tK. FENlSE ESMIT PER `�\ �M\ \ \ " Jpp 3pp0'�- /
<br />DUE TO THE CLOSE PROXMIN OF ` \ AFN 2019093b0.Z,52 - \ -96(>D \ _ - ^ ' y EQUIPMENT AND PROCEDURES:
<br />EXISTING CONCRETE RETAINING WALL SFR/ 8526 1 \ IS 12 C P=298.45' \ / %I /
<br />/ \ M - METHOD OF SURVEY:
<br />- RIM SSUH(9' SURVEY PERFORMED
<br />EX SSMH(72"m) BY FIELD TRAVERSE
<br />00686900000600 d=30'30'00" \ - ' IN(N) OUT(S) INSTRUMENTATION:
<br />q R=130.00' \ \ ✓ ' 302 \' CENTER OF CHANNEL=280.4'3 LEICA TCRU-1105 ELECTRONIC TOTAL STATION
<br />`\ XX" F O L=69.20'
<br />7\ \ I PRECISION:
<br />IE 12"CMP=300.63' I \ MEETS OR EXCEEDS STATE STANDARDS WAC 332-130
<br />BASIS OF BEARING:
<br />00660200000100 _ THE CENTERLINE OF SHADOW WOOD DRIVE HAS THE BEARING OF N20'30'00"E.
<br />/ Zi. J� PER THE PUT OF SHADOW WOOD FIRS, RECORDED UNDER AUDITOR'S FLE NO.
<br />7+
<br />l �17 M \ 3p4. 7905300253, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />/ - ELEV-316.61, NEAREST EX. DEVELOPMENT DATA:
<br />1
<br />HYDRANT EXISTING ZONING: R-9,600
<br />PROPOSED USE: SINGLE FAMILY
<br />ITOTAL SITE AREA: 27,907 SO. FT. (0.641 ACRES)
<br />WATER SOURCE/PURVEYOR: CITY OF EVERETT
<br />0o N 3
<br />� \ SEWER METHOD/OPERATOR: CITY OF EVERETT
<br />\ I FIRE DISTRICT.. SOUTH SNOHOMISH COUNTY
<br />T SCHOOL DISTRICT.. EVERETT SCHOOL DISTRICT NO. 2
<br />DENSITY CALCULATIONS:
<br />N79.59'57_E - I GROSS AREA: 27,907 SQ. FT. (0.641 ACRES)
<br />GROSS DENSITY: 6.24 D.U./ACRE
<br />149.94'
<br />ENGINEER/SURVEYOR: WESTERN ENGINEERS & SURVEYORS, INC.
<br />9740 EVERGREEN WAY
<br />APPROVED:
<br />1 I
<br />-- \
<br />EVERETT, WA 96204
<br />-
<br />_.. __------_--
<br />PHONE: (425) 356-2700
<br />Planning and Development Services
<br />UTILITYNOTES:
<br />LANDSCAPING:
<br />LOT SIZEA VERAGING CALL:
<br />HARDSCAPE AREA CALCULATION
<br />FAX: (425) 356-2708
<br />1. ALL UTILITIES SHALL BE LOCATED BELOW
<br />GROUND. NO ABOVE GROUND UTILITIES ALLOWED.
<br />TOTAL SITE GROSS AREA = 27,907 SF.
<br />TOTAL GROSS AREA OF SITE: 27,907 SF
<br />TOTAL PROPERTY AREA: 27,907 (0.641 AC)
<br />OWNER OFINTERESTI PATRICIA & DOUG HAGEMAN
<br />LANDSCAPE AREA(REQ.): 2,791 SE
<br />AVG LOT SIZE (27,907 SF/3): 9,302 SF.
<br />ON -SITE HARDSCAPE
<br />14131 SHELBY WAY
<br />APPLICANTICGNTACT
<br />2. IF ANY FUTURE STRUCTURE EXCEEDS 3,600
<br />SF IN TOTAL FLOOR AREA (WHICH INCLUDES
<br />(10% GROSS SITE AREA)
<br />8UIID11VGDESIGNN0TF
<br />EX. HOUSE & SHED ROOF 2,770 SF
<br />LYNNWOOD, WA 98087
<br />425-232-4890
<br />GARAGES AND COVERED PORCHES), BUILDING
<br />LANDSCAPE AREA DESIGNED: 5,610 SF
<br />PROP. LOT 1 HARDSCAPE 4,000 SF.
<br />A I C P Senior P I
<br />Bv: JoC
<br />M
<br />SHALL BE INSTALLED WITH NFPA 13-D FIRE
<br />SUPPRESSION SYSTEMS
<br />REQUIRED LANDSCAPING TOE TREE
<br />ALL ARCHITECTURAL REQUIREMENTS OF THE NEW RESIDENCES
<br />30.23A.040 ARE TO BE UNTIL
<br />ON -SITE, PERIT
<br />PROP. LOT 2 HARDSCAPE 2,750 SF.
<br />u a a ch e n , a n n e r
<br />CANOPY COVERAGE REQUIREMENTS.ALL
<br />REFERNED TO LANDSCAPE/TREE
<br />BUILDING PERMWITHIN
<br />REVIEW. FUNRE BUILDING DESIGNETO
<br />PROP. LOT 3 NEW DWYIWALKS 2.600 SF.
<br />LEGAL DESCRIPTION
<br />PLAN FOR ADDITIONAL INFORMATION
<br />INCORPORATE AT LEAST TWO ITEMS PER SCC 30.23A.040(7), BE
<br />TOTAL IZ120 SF.
<br />VISUALLY DISTINCT FROM 759 OF OTHER BUILDINGS IN THE
<br />SUBDIVISION PER ITEMS LISTED SCC 3 AND
<br />AND
<br />LOT 7, SHADOW WOOD FIRS, ACCORDING TO THE PLAT THEREOF
<br />IN OF PLATS, 275-277,
<br />RECOFF-SITE
<br />TREE CANOPYREQUIItEMENTS:
<br />M CC 3040(2)
<br />INCORPORATE AT LEAST R40 ITEMS PER SCC 30.23A.04
<br />HARDSCAPE
<br />INCLORDED
<br />USIVE, RECORDS O39
<br />F SNOHOMISH COUNTY) WASHINGTON.
<br />TOTAL TREE CANOPY REQUIRED AS A PERCENTAGE OF GROSS SITE
<br />AREA EQUAL 209. OR 5,582 SF
<br />FIREMARSHALMEE,'
<br />NEW DRIVEWAY APRONS 600 SF
<br />SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />TOTAL TREE CANOPY DESIGNED = 5,610 SF (20 YEAR CANOPY)
<br />TOTAL FLOOR AREA OF FUTURE DUPLEX UNKNOWN AT THIS TIME
<br />TOTAL NEW/REPLACED HARDSCAPE: 9,950 SF.
<br />IF TOTAL FLOOR AREA EXCEEDS 3,600 SF, NEW DUPLEX TO BE
<br />INSTALLED WITH NFPA 13-D FIRE SUPPRESSION SYSTEMS
<br />TOTAL PGIS: 4,600 SF.
<br />TAX ACCOUNT NO (S): SITE ADDRESS:
<br />REFER TO LANDSCAPE/TREE PLAN FOR ADDITIONAL INFORMATION
<br />00686900000700 8514 SHADOW WOOD DRIVE
<br />PARKING NOTE: fir} (� (� EVERETT, WA 98208
<br />EACH DWELLING UNIT SHALL BE PROVIDED WITH A 2-CAR GARAGE ALONG COPYRIGHT ® 2019 PF 20-I02563 PSDISPA
<br />WITH A MINIMUM 17' WIDE BY 19' DEEP DRIVEWAY PAD FRONTING THE (+ 7L ,�,� T�
<br />GARAGE FOR A TOTAL OF 4�8.5'x 19' PARKING STALLS PER DWELLING PRELIMINARY SHORT PLAT 1VltiC FOR:
<br />UNIT. A GRAND TOTAL OF 16 PARKING STALLS IS PROPOSED. .\y$L. i *Engstern
<br />ineers & (425) A.B.G.B. SHORT PLAT
<br />Surveyors 356-2700 NE 114, NE 114, SEC. 17, T.28N, R.05E, W.M.
<br />CALL 811 TWO (2) SNOHOMISH COUNTY, WASHINGTON
<br />o Ifis16 DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br />BUSINESS DAYS 4� URVE ORS•P ANNERS+ENGINEERS
<br />'°NAc Am LAND USE CONSULTANTS TAS o5/10/9 02 JAJ o/zz/zo T. SARKELA "=20'
<br />BEFORE YOU DIG CIVIL ENGINEERS 0 LAND SURVEYORS DRAWING FILE NAME CHECKED BY F.B. NO. 108 NUMBER SHEET 10.
<br />10-23-2020 ** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 18177QABASE.DWO TAS - 18-1779-A I OF I
<br />
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