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<br /> IRO D ILA. N D TOYOTA W
<br /> W
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<br /> 411W
<br /> SECTION 7 TOWNSHIP 28 N , RANGE 5 E , VV. M . — ri Ildp,
<br /> Z
<br /> aI L-22.47' N 89'01'40"W — — — — — — —
<br /> I MADISON ST
<br /> R=1400' _ (D
<br /> o=91'56'33" 5' TYPE II N —� II- I]
<br /> CURB AND SIDEWALK LANDSCAPING BUFFER ILIIIáV
<br /> REMOVAL, SEE NOTE
<br /> NEW CONC. = w
<br /> ———i___,- N 8522'22"w►"•®�®♦®♦o...-,..., -- RETAINING WALL o , w
<br /> 61.51' �►o.®♦►®®®�®s®.®4•AS®=+��®�0®O_�`O� ®"-®®®. 5=9740'07"R=24.00'L=40.91' cel I 1 g L-
<br /> 0�������os•®®®��♦®�=®®®.®®®®♦:®e�®®:®®®S®.®'� 72ND
<br /> I"'
<br /> IlliS- N 891;3'44"W" 109.12'
<br /> I TE W
<br /> 5' ILITY EME P 0
<br /> I O REC. 0 9560805'6. , � <<<<<<<aaaaaa
<br /> L
<br /> 10 I
<br /> ———-
<br /> - ---1.
<br /> ———— I ■ S 6718'39"E l
<br /> EPLOYEE &`'S VICE — ■ o� REMOVE �X.
<br /> a 175TH
<br /> REMOVE EX. .� 10.77' = n AREA o � /. RETAINING WALL o
<br /> `N RETAINING WALL NEW ASPHALT ''ii,,,Lin VEHICLE
<br /> / n a PAVEMENT a •
<br /> I OVHD 0,D ALIGN NEW& DISPLAY AREA p 30 60 { �'
<br /> •
<br /> 2
<br /> I� EX. BUILDINGS 1 N 8'08'34"w I�A�� ._'� 4�
<br /> 7.58' HORIZONTAL SCALE ��
<br /> GVHD I .fir - � .y.
<br /> 11._.4.
<br /> � _ VICINITY MAP
<br /> ANC 444:2 SCALE 1" = 1000' s"';:;15
<br /> FF 444.2 ASO r ",r'_PARCEL ::'z:
<br /> iiii1 DATUM LEGAL DESCRIPTION
<br /> COI. NGVD 88
<br /> I A OVHD c;), LT); W
<br /> s " CUSTOMER PARCEL A
<br /> PARKING AREA r
<br /> NEw BUILDING ADDITION I
<br /> Q� SERVICE SHOP�2 "'
<br /> THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION
<br /> z
<br /> ¢p z� I BENCHMARK 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., AND LOTS 1, 2, 3 AND 4, BEVERLY HILLS
<br /> 34'x12'xs _��0 11 1 ' ORIGINAL BM: FOUND CONC MONUMENT WITH LEAD AND TACK DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS,
<br /> IN A CASE AT P.C. OF EAST CADY ST. CALLED PAGE 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND EMBRACED WITHIN THE
<br /> OHP ENCL SURE ® J UJ
<br /> PARCEL 1 OUT AS TBM 'A' ON WESTERN ENGINEERS INC. FOLLOWING DESCRIBED BOUNDARIES: Et
<br /> U
<br /> _ p VEHICLE a 1 I SURVEY JOB NO. 07-897-A, DATED 3-5-08. BEGINNING AT THE NORTHEAST CORNER OF LOT 5, BEVERLY HILLS DIVISION NO. 5;
<br /> � ►. DISPLAY AREA
<br /> r `' I ELEV. = 468.69 THENCE NORTH 09'39'15" EAST TO THE POINT WHICH IS 20 FEET SOUTH OF THE NORTH
<br /> EX. DRIVEWAY N 81' LINE OF THE AFORESAID SECTION 7; THENCE SOUTH 89' 01'40" EAST A DISTANCE OF \
<br /> 20'45"W -1
<br /> TO REMAIN T�� �' SIDEWALK EASEMENT PER
<br /> �- - - � Ia REC.No.9506200363. TBM - A: "X" IN SOUTHERLY CAP BOLT FIRE HYDRANT ON 38.44 FEET TO THE NORTHWEST CORNER OF PROPERTY DESCRIBED IN THE DEED OF
<br /> � ALIGN NEW& 128.49'
<br /> EX. BUILDINGS j EAST SIDE OF E. CADY ST, ±100' SOUTH OF CONVEYANCE EXECUTED BY SAFEWAY STORES, INCORPORATED, A MARYLAND O
<br /> N E3�'Ss"E {� �� ®; j' INTERSECTION WITH MADISON ST. CORPORATION, IN FAVOR OF THE CARTER OIL COMPANY, A WEST VIRGINIA CORPORATION,
<br /> 1117.3x' T I `---__________ �` I 1 ELEV. = 462.76 AND RECORDED UNDER AUDITOR'S FILE NUMBER 1261057, IN VOLUME 634, PAGE426, r ,
<br /> L I
<br /> v
<br /> _ TBM - B: PK IN CONCRETE JOINT 0.7' E OF BACK OF ARY LINE OF THE PROPERTY DESCRIBED IN SAID DEED, THENCE SOUTH 08'39'15" WEST A
<br /> ________
<br /> SIDEWALK AND 5.4' SE OF FIRE HYDRANT AT
<br /> DISTANCE OF 179.01 FEET TO THE SOUTHWEST CORNER OF PROPERTY DESCRIBED IN THE
<br /> 0 I_.._ RODLAND TOYOTA 5'UTILITY EASEMENT PER THE SOUTHEAST CORNER OF THE SITE. DEED HEREINABOVE REFERRED TO; THENCE ALONG THE SOUTHERLY BOUNDARY LINE OF
<br /> EXISTING VEHICLE SALES o REC.No.1339042. ELEV. = 456.88 THE PROPERTY DESCRIBED IN SAID DEED HEREINABOVE REFERRED TO, SOUTH 81'20'45"
<br /> -I -re 1 AND SERVICE BUILDING a 1 EAST A DISTANCE OF 111.9 FEET TO THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY
<br /> NO. 1; THENCE ALONG THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH
<br /> 10 v EX, LANDSCAPE 08'39'15" WEST A DISTANCE OF 200 FEET; THENCE NORTH 81'20'45" WEST A DISTANCE -
<br /> CI I PLANTERS 1 N 8'39'15"E BASIS OF BEARING OF 327.06 FEET TO A POINT ON THE EASTERLY LINE OF EAST CADY ROAD; THENCE
<br /> ;51: 235.09'04 I co
<br /> I N40'24'00"E BETWEEN FOUND MONUMENTS AMONG VESPER ALONG THE EASTERLY LINE OF CADY ROAD, NORTH 0'39'59" EAST A DISTANCE OF 201.97 , r o
<br /> O
<br /> '�. EX. DRIVEWAYNNORTHWESTCORNERLOT 4 OF THE AFORESAID PLAT; THENCE W O cc;, ,T,
<br /> DRIVE PER PLAT OF WEST RIDGE AS RECORDED IN VOLUME FEET TO THE OFN
<br /> W 13 OF PLATS, PAGE(S) 70. SOUTHEASTERLY ALONG THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 205.13 FEET Q oo ce) r-
<br /> ■I EMPLOYEE & SERVICE --
<br /> W 1 PARKING AREA OHP----_ �I TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE NORTH 08'39'15" EAST A DISTANCE ti 0,
<br /> PARCEL A __ ;� OF 163.78 FEET TO THE POINT OF BEGINNING; W
<br /> 1 EXCEPT THAT PORTION CONVEYED TO _ m N
<br /> P -Ln Lri
<br /> ill CITY OF EVERETT BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 2141105 AND _I°HP oCUSTOMER = SITE DATA 9506200362 FOR STREET AND MUNICIPAL PURPOSES. LL ,t
<br /> PARKING AREA iW W "-' 4-
<br /> SITE ADDRESS: 6816 EVERGREEN WAY EVERETT, WA 98203
<br /> P � 902, 910, 918 MADISON ST ; EVERETT, WA 98203 PARCEL B
<br /> 0 10 10 TAX ACCOUNT NUMBER: 00393300000100, 28050700201000, p w
<br /> ® -' I Q 00393300000700, 00393300000600, THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION W
<br /> SIDEWALK EASEMENT PER
<br /> 1 REC.No.9506200363. 3 00393300000500 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: N
<br /> EX. DRIVEWAYI BEGINNING AT THE INTERSECTION OF THE EASTERLY PRODUCTION OF THE SOUTHERLY oo
<br /> TO REMAIN 1' Z MARGIN OF MADISON AVENUE WITH THE NORTHERLY PRODUCTION OF THE WESTERLY N V
<br /> rec �i: MARGIN OF PRIMARY STATE HIGHWAY NO. 1, WHICH POINT IS A POINT OF INTERSECTION 4 Z
<br /> —._e W OWNER/APPLICANT SURVEYOR OF A 30 FOOT RADIUS PROPERTY LINE CURVE CONNECTING SAID MARGINS; THENCE .,
<br /> i , ,
<br /> 1 RODLAND TOYOTA INC MEAD GILMAN & ASSOC. SOUTH 8'39'15" WEST ALONG SAID WESTERLY MARGIN 34.32 FEET TO THE POINT OF
<br /> 1 ATTN: BUZZ RODLAND P.O. BOX 289 TANGENCY OF OF SAID CURVE AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING z
<br /> I :
<br /> o 6816 EVERGREEN WAY WOODINVILLE, WA 98072 ALONG SAID WESTERLY MARGIN 159.79 FEET TO AN INTERSECTION WITH THE EASTERLY 0W
<br /> a EVERETT, WA 98203 425.486.1252 PRODUCTION OF THE NORTHERLY LINE OF LOT 4 OF BEVERLY HILLS, DIVISION NO. 5, 2 LLJ
<br /> i F: 425.486.6108
<br /> ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 70,
<br /> RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE NORTH 81'20'45" WEST ALONGZ
<br /> ? SAID EASTERLY PRODUCTION 111.90 FEET; THENCE NORTH 08'39'15" EAST PARALLEL TO 0 z
<br /> CUSTOMER o ILLI CIVIL ENGINEER ARCHITECTZ
<br /> PARKING AREA
<br /> THE EASTERLY LINE OF LOT 5 OF SAID BEVERLY HILLS DIVISION NO. 5, 179.01 FEET TO W
<br /> EX. DRIVEWAY; OMEGA ENGINEERING, INC. 2812 ARCHITECTURE
<br /> SAID SOUTHERLY MARGIN OF MADISON AVENUE; THENCE SOUTH 89'01'40" EAST ALONG
<br /> S V
<br /> -DISPLAY AREA- a TO REMAIN SMEBY, PE 2812 COLBY AVE. SAID SOUTHERLY MARGIN 78.60 FEET TO A POINT OF CURVE THEREIN; THENCE ALONG AN
<br /> JOSEPH
<br /> 2829 ROCKEFELLER AVE. EVERETT, WA 98201
<br /> ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30 FEET A DISTANCE OF 51.15
<br /> b EVERETT, WA 98201 425.252.2153 FEET TO THE TRUE POINT OF BEGINNING;
<br /> N 81'20'45"W ® 425.387.3820 EXCEPT THAT PORTION CONVEYED TO THE CITY OF EVERETT FOR STREET AND MUNICIPAL c
<br /> 327.07' F:425.259.1958 DEED RECORDED A
<br /> a PURPOSES BY PRIL 10, 1970 UNDER AUDITORS FILE N0. 2141104 AND m
<br /> = 9506200364. c D
<br /> - - - /0
<br /> DRAWING INDEX PARCEL C co Z §
<br /> 1,ar-s 1) COVER LOT 7, PLAT OF BEVERLY HILLS NO. 0, ACCORDING TO THE PLAT THEREOF, RECORDED IN < O 1--(-5
<br /> I • 2) SWPPP VOLUME 11 OF PLATS, PAGE 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT Z +, if
<br /> t..GRADING & DRAINAGE PLAN THAT PORTION CONVEYED TO THE CITY OF EVERETT, DESCRIBED AS FOLLOWS: C N. W in O
<br /> LEGEND:
<br /> 4) FRONTAGE IMPROVEMENTS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 7; THENCE SOUTHERLY ALONG Q O 0 O >-
<br /> CATCH BASIN CB CATCH BASIN 5) SEWER PLAN & PROFILE THE WESTERLY LINE OF SAID TRACT 7 A DISTANCE OF 14.64 FEET; THENCE ANGLE 180' J 0 F- cD 0
<br /> H
<br /> EJB ELECTRICAL JUNCTION BOx6) NOTES TO BECOME TANGENT TO A CURVE TO THE RIGHT; THENCE ON A CURVE TO THE RIGHT > . s U z
<br /> ELECTRICAL JUNCTION BOX FEC FACE OF EXTRUDED CURB HAVING A RADIUS OF 14.0 FEET AND A CENTRAL ANGLE OF 91' 56'33" A DISTANCE OF 0 N
<br /> FH FIRE HYDRANT 22.47 FEET; THENCE EASTERLY, IN A STRAIGHT LINE TO A POINT ON THE EAST LINE OF O ECI) Q
<br /> -6- FIRE DEPT. CONNECTION FVC FACE OF VERTICAL CURB
<br /> GA GUY ANCHOR SAID TRACT 7, WHICH IS 3.42 FEET SOUTHERLY OF THE NORTHEAST CORNER OF SAID O L O ±-
<br /> o
<br /> FIRE HYDRANT GV GAS VALVE TRACT 7; THENCE NORTH ALONG THE EAST LINE OF SAID TRACT 7 TO THE NORTHEAST 0 z F-�
<br /> GAS VALVE IE INVERT ELEVATION NER OF SAID TRACT 7;
<br /> LS LIGHT STANDARD CURB & SIDEWALK REMOVAL NOTE: © THENCE WESTERLY ALONG THE NORTH LINE OF SAID TRACT 7 0 0
<br /> GUY ANCHOR PP POWER POLE • • REMOVE EX. CURB, GUTTER, DRIVEWAY CUTS & SIDEWALK IN RECORD DRAWING THE POINT OF BEGINNING.
<br /> PLU POWER POLE WITH LIGHT & UG cN
<br /> HATCHED AREA AND REPLACE WITH NEW CURB, GUTTER & O
<br /> Q PPL POWER POLE W/LIGHT ♦�♦ This Record Drawing has been prepared,in part,based_ SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br /> INDICATOR POST PPU POWER POLE W/UNDERGROUND � SIDEWALKS TO MATCH CITY OF EVERETT STD DETAIL #306 on"As-Built"information provided by others.Thou >
<br /> SDMH STORM DRAIN MANHOLE J W
<br /> LIGHT STANDARD SLL SOLID LOCKING LID R4.,
<br /> the as-built information and this drawing are based on
<br /> POWER METER SSCO SANITARY SEWER CLEANOUT n(e,,,` ApAcy
<br /> S-e r,(`c 1f the best ..1e information no presumption should PLAN APPROVED
<br /> TOTAL AREA-0.70 Ac(PARCEL C) SSMH SANITARY SEWER MANHOLE ► VVlJV Q. tot, be mast@ re -din:the dr /ccuracy.
<br /> -0- POWER POLE (AS NOTED) TS TRAFFIC SIGNAL
<br /> PERVIOUS AREA-0.19 Ac TSB TRAFFIC SIGNAL BOX5 �� -(
<br /> SANITARY SEWER CLEANOUT WIP WATER INDICATOR POST
<br /> EX. IMPERVIOUS AREA-2.62 Ac wM WATER METER 6F cca.
<br /> �, 'gni'" �, � �-'�� � -� EVERETT PROJ.NO. DSN BY
<br /> SANITARY SEWER MANHOLE WV WATER VALVE " ��ei1• /: L� PUBLIC SERVICES ��:"(D ATE 12-0412 JMS
<br /> REPLACED IMPERVIOUS AREA-0.66 Ac AI MANHOLE YD YARD DRAIN S Print Name&Title Permit inspectorPUBLIC WORKSSTORM DR N DATE 5/2/2012
<br /> -DRIVES = 0.36 Ac (ON-SITE) TRAFFIC SIGNAL FENCE UNE AS NOTED rDEPARTMENT
<br /> UTILITIE ° AINAGE SCALE:
<br /> FLOWLINE CALL 48 HOURS /" A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO 1"=30'
<br /> -NEW BUILDING = 0.30 Ac TRAFFIC SIGNAL BOX
<br /> OHP OVERHEAD POWER LINE Perthi-- iptiv 1 STARTING ANY CONSTRUCTION ON THIS
<br /> ® WATER METER "`w BEFORE YOU DIG PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO.
<br /> SANITARY SEWER LINE 1. CI Y NGIVER IS CONDITIONAL PER CURRENT STANDARDS1 5
<br /> WATER VALVE /44ever%reetv
<br /> YILTy s 1-800-424-5555 -.,;(:-.- ,0 AND EXPIRES6-26"/j UNLESS PERMIT of
<br /> STORM DRAIN LINE �� t FOR CONSTRUCTION HAS BEEN ISSUED.
<br />
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