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<br /> . RO D LAN D TOYOTA. _
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<br /> SECTION 7 , TOWNSHIP 28 N , RANGE 5 E , _ A
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<br /> L=247' N89'01'40”W MADISONST �� 0
<br /> G-91'56'33" N (n
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<br /> 5' TYPE II
<br /> LANDSCAPING BUFFER ct ILI irtir
<br /> REMOVAL, LL-IJ
<br /> CURB
<br /> RE NEW CONC.
<br /> ———--. N 8522 22`. ►�e®®O®0�1 r-d®.a WALL (1-
<br /> RETAINING
<br /> _ 61.51 -®A..®�®®®®®s®s®.®A®®o®��®®��®®®®®®"'O'er®®®®a._ T40'07 L=40.91'
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<br /> ����.�►,� re), 72ND La
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<br /> 5' �ILITY a•EME P
<br /> .. I N 89.U.'5.44*W 109.12'
<br /> �' REC. 0/95,80805'6. all S I TE Q
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<br /> / ` S 67.18'39-E `/
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<br /> E IPLOYEE &.S VICE a oS REMOVE X. I
<br /> REMOVE EX. 10.77' 75TH
<br /> PARKING AREA c ___2--
<br /> n RETAINING WALL I� �RETAININ� WALL a VEHICLE 0 75T A 1.
<br /> V
<br /> / a NEW ASPHALT
<br /> • ' / •\ PAVEMENT-.. I OVH OVHD I DISPLAY AREA W 0 30 60 / t .••••.."N'b
<br /> D ALIGN NEW&
<br /> �� EX. BUILDINGS
<br /> 8'08'34.*
<br /> I 7 58 �•`��+�.
<br /> FF?: HORIZONTALSCALE
<br /> ' N W.
<br /> ew, VICINITY ��0•
<br /> °' i SCALE 1" 1000'
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<br /> T�`f.
<br /> 141,
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<br /> I
<br /> PARCEL I
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<br /> ,5 ;��` DATUM
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<br /> LEGAL DESCRIPTION
<br /> OVHD0. co r` 'uI' CUSTOMER NGVD 88
<br /> NE1M BUILDING llddtil RKING AREA _ PARCEL A
<br /> P,A
<br /> O� SERVICESHOP. _
<br /> to THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION
<br /> QO z BENCHMARK 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. AND LOTS 1, 2, 3 AND 4, BEVERLY HILLS
<br /> 6 34'12' 6' -C/O
<br /> P ORIGINAL BM: FOUND CONC MONUMENT WITH LEAD AND TACK DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS,
<br /> °HP ENCLOSURE PARCEL L B IN A CASE AT P.C. OF EAST CADY ST. CALLED PAGE 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND EMBRACED WITHIN THE
<br /> CMU TR:A
<br /> I —��_. Q a`' VEHICLE a' �� OUT AS TBM 'A' ON WESTERN ENGINEERS INC. FOLLOWING DESCRIBED BOUNDARIES: Et
<br /> DISPLAY AREAI SURVEY JOB NO. 07-897-A, DATED 3-5-08. BEGINNING AT THE NORTHEAST CORNER OF LOT 5, BEVERLY HILLS DIVISION NO. 5; -
<br /> = ELEV. = 468 69 15”
<br /> 39' LU
<br /> EX. DRIVEWAY :`� N 81.2045"w�.;. 20,FEET NORTH
<br /> THE POINTWHICH IS SOUTH OF THE
<br /> 'SIDEWALK EASEMENT PER TO
<br /> THENCE NORTH 09 EAST
<br /> TO REMAIN-------„L' . a ` ---�,---- _ - ` _ REC.No.s5os2oo3s3. LINE OF THE AFORESAID SECTION THENCE SOUTH 89' 01 40 EAST A DISTANCE OF
<br /> l
<br /> i�1 ALIGN NEW& 128.49' Ia 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 /> " o / EX. BUILDINGS �o' EAST SIDE OF E. CADY ST, ±100' SOUTH OF CONVEYANCE EXECUTED BY SAFEWAY STORES, INCORPORATED, A MARYLAND
<br /> N 0'3'59 E ®_.'
<br /> P {'' INTERSECTION WITH MADISON ST. CORPORATION, IN FAVOR OF THE CARTER OIL COMPANY, A WEST VIRGINIA CORPORATION, O
<br /> 117.36'
<br /> -�� ELEV. = 462.76 AND RECORDED UNDER AUDITOR'S FILE NUMBER 1261057, IN VOLUME 634, PAGE426, r ,
<br /> 1 COUNTY OF SNOHOMISH, STATE OF WASHINGTON; THENCE ALONG THE WESTERLY BOUND— v
<br /> TBM - B. 0
<br /> 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 /> SIDEWALK AND 5.4' SE OF FIRE HYDRANT AT DISTANCE OF 179.01 FEET TO THE SOUTHWEST CORNER OF PROPERTY DESCRIBED IN THE
<br /> I C -‘,:__‘ i RODLAND TOYOTA 1 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 REC.NO.1339042.
<br /> _ -j---- � ELEV. = 456.88 THE PROPERTY DESCRIBED IN SAID DEED HEREINABOVE REFERRED TO, SOUTH 81'20'45"
<br /> I ;7 AND SERVICE BUILDING a--F.. �` EAST A DISTANCE OF 111.9 FEET TO THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY •
<br /> >1 i', o 0 I NO. 1; THENCE ALONG THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH
<br /> ', EX LANDSCAPE
<br /> ~.. �''r PLANTERS--\\ N 8'39'15"E BASIS OF BEARING 08'39'15" WEST A DISTANCE OF 200 FEET; THENCE NORTH 81'20'45" WEST A DISTANCE •
<br /> Q } 1 K'I 235.09' Ch OF 327.06 FEET TO A POINT ON THE EASTERLY LINE OF EAST CADY ROAD; THENCE
<br /> 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
<br /> ' DRIVE PER PLAT OFWEST RIDGE AS RECORDED IN VOLUME
<br /> -� "+i EX. DRIVEWAY, ChN co
<br /> TOREMAIN �, ■ PLAT; THENCE > N co
<br /> FEET TO THE NORTHWEST CORNER OF LOT 4 OF THE AFORESAID
<br /> EMPLOYEE & SERVICE 13 OF PLATS, PAGE(S) 70. SOUTHEASTERLY ALONG THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 205.13 FEET Q co M
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<br /> 1 PARKING AREA PARCEL A OHP�= ^/ TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE NORTH 08'39'15" EAST A DISTANCE ti o)
<br /> ' BEGINNING; EXCEPTCO LO
<br /> I THAT PORTION CONVEYED T
<br /> OHP • OF
<br /> TY OF7EVERETT TBY DEED ORECORDED GUNDER AUDITOR'S FILE NUMBER 2141105 ANDD V. J
<br /> „ P CUSTOMER .,-
<br /> ry SITE DATA 9506200362 FOR STREET AND MUNICIPAL PURPOSES. u_ H
<br /> PARKING RE
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<br /> a. ,, L �'. A, p SITE ADDRESS: 6816 EVERGREEN WAY ; EVERETT, WA 98203 UJ W 4-
<br /> NG A �.►
<br /> PARCEL B
<br /> 0 • to to :' 902, 910, 918 MADISON ST ; EVERETT, WA 98203U w
<br /> il._ ' TAX ACCOUNT NUMBER
<br /> • ; ® 393300 060
<br /> QUARTER OF THE NORTHWEST QUARTER OF SECTION
<br /> ' 00393300000100, 28050700201000,
<br /> � •SIDEWALK EASEMENT PER' ' � 00393300000700, 00 00 0, THAT PORTION OF THE NORTHEAST 0 W
<br /> ' / i f tr----.-�N�'� Y o r. 1-�-' r'1 ? REC.NO.9506200363.
<br /> ' '-'x EX. DRIVEWAY 00393300000500 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS:
<br /> TO REMAIN _` T, N
<br /> r BEGINNING AT THE INTERSECTION OF THEEASTERLY PRODUCTION OF THE SOUTHERLY
<br /> . I ,
<br /> I E
<br /> : , Z MARGIN OF MADISON AVENUE WITH THE NORTHERLY PRODUCTION OF THE WESTERLY V
<br /> _ l' 0. 1, WHICH POINT ISA POINT OF INTERSECTION 4 Z
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<br /> L 7________,_________
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<br /> W ER/AP OFRA130 FOOT RADIUS TPROPEIRTY�LINE CURVE CONNECTING SAID MARGINS THENCE
<br /> SURVEYOR
<br /> If
<br /> i . ,' l RODLAND TOYOTA INC MEAD GILMAN & ASSOC. SOUTH 8'39'15" WEST ALONG SAID WESTERLY MARGIN 34.32 FEET TO THE POINT OF (I, t9
<br /> �{, BEGINNING; THENCE CONTINUINATTN: BUZZ BOX AND G Z
<br /> I ,i '', ,; , a „, +, 6816 EVERGREEN LWAY WOODINVILLE, WA 98072 ALONG NSAID WESTERLY MARGIN 59 79HFEET TO ANN INTERSECTION WITH THE EASTERLY CC
<br /> F: is
<br /> r EVERETT, WA 98 03
<br /> ...,, _ HILLS, DIVISION NO. 5,
<br /> ,:',. ,::ya I, :r ;1; ;: ; _,-._; 425.486.1252
<br /> r" �' ' n 2 86 6108 LINE OF LOT OF BEVERLYEil
<br /> . .Kx ;: .;,.:� -� � � � �; THEREOF,NATS, PAGE70,
<br /> 1 I
<br /> �. 5 4
<br /> ACCORDING TOPLAT
<br /> THERECORDED I
<br /> k i , — , = -, T ,! , RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE NORTH 81'20 45 WEST ALONG
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<br /> ".'�_. rs i r:>:- 0 3
<br /> CUSTOM;ER
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<br /> � � SAID EASTERLY PRODUCTION 111 90 FEET; THENCE NORTH 08°39'15" EAST PARALLEL TO
<br /> -..w .�+ , j t PARKING AREA �f' CIVIL ENGINEER ARCHITECT THE EASTERLY LINE OF LOT 5 OF SAID BEVERLY HILLS DIVISION NO. 5, 179.01 FEET TO Z
<br /> �,, "' a z,, ,, . OMEGA ENGINEERING, INC. 2812 ARCHITECTURE LY
<br /> rr .,; -- �+-l=., ,3 I EX. DRIVEWAY t 01'40"
<br /> REMAIN
<br /> � i
<br /> __ __ f,. ,- a a ;, Z-TONUE; THENCE SOUTH 89' EAST ALONG
<br /> It. DISPLAY AREA µ JOSEPH SMEBY, PE 2812 COLBY AVE. SAID SOUTHERLY MARGIN 78.60 FEET TO A POINT OF CURVE
<br /> 2829 ROCKEFELLER AVE. EVERETT
<br /> MARGIN MADISON AVE
<br /> ,, � 98201
<br /> A RADIUS OF 30 FEET A DISTANCE OF 51 15
<br /> i
<br /> =' f `� tf EVERETT, WA 98201 425.252.2153
<br /> THEREIN; THENCE ALONG AN
<br /> i. -_ -, _ >. � FEET�0 THE TRUE POINTF A CURVE TO EOFI BEGINNING;GHT IG
<br /> N 81'20'45'W 1;
<br /> ® 425.387.3820
<br /> 327.07 • PORTION CONVEYED TO THE CITY OF EVERETT FOR STREET AND MUNICIPAL
<br /> — '' 0 8 1970 UNDER AUDITOR'S FILE NO. 2141104 AND
<br /> EXCEPT THAT
<br /> •
<br /> 25 259 195 PURPOSES BY DEED RECORDED APRIL 10, 0
<br /> _ . 9506200364
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<br /> I °' _
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<br /> I it _._ PARCEL C N
<br /> *., , DRAWING INDEX ,3 z §
<br /> =� 1) COVERa
<br /> \ LOT 7, PLAT OF BEVERLY HILLS NO. 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN 0 F z
<br /> I , . 2) SWPPP VOLUME 11 OF PLATS, PAGE 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT Z
<br /> LEGEND: 3) GRADING & DRAINAGE PLAN THAT PORTION CONVEYED TO THE CITY OF EVERETT, DESCRIBED AS FOLLOWS: C r: W,
<br /> 4) FRONTAGE IMPROVEMENTS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 7; THENCE SOUTHERLY ALONG Q O 0 0 w>-
<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' 0 F- O O
<br /> EJB ELECTRICAL JUNCTION BOX 6 NOTES TO BECOME TANGENT TO A CURVE TO THE RIGHT; THENCE ON A CURVE TO THE RIGHT •� U Z
<br /> ~
<br /> ELECTRICAL JUNCTION BOX FEC FACE OF EXTRUDED CURB ) Q z
<br /> FH FIRE HYDRANT HAVING A RADIUS OF 14.0 FEET AND A CENTRAL ANGLE OF 91' 56'33" A DISTANCE OF g
<br /> -6- FIRE DEPT. CONNECTION FVC FACE OF VERTICAL CURB 22.47 FEET; THENCE EASTERLY, IN A STRAIGHT LINE TO A POINT ON THE EAST LINE OF O ELi) Q
<br /> FIRE HYDRANT GA GUY ANCHOR SAID TRACT 7, WHICH IS 3.42 FEET SOUTHERLY OF THE NORTHEAST CORNER OF SAID O .0 p H o
<br /> GV GAS VALVE TRACT 7; THENCE NORTH ALONG THE EAST LINE OF SAID TRACT 7 TO THE NORTHEAST 0 z CL
<br /> IE INVERT ELEVATION ��//
<br /> GAS VALVE LS LIGHT STANDARD CURB 8C SIDEWALK REMOVAL NOTE: CORNER OF SAID TRACT 7; THENCE WESTERLY ALONG THE NORTH LINE OF SAID TRACT 7 LL O_ O
<br /> GUY ANCHOR PP POWER POLE ►����4 REMOVE EX. CURB, GUTTER, DRIVEWAY CUTS & SIDEWALK IN TO THE POINT OF BEGINNING. CO I— z
<br /> PLU POWER POLE WITH LIGHT & UG CC N
<br /> Q INDICATOR POST PPL POWER POLE W/LIGHT � . HATCHED AREA AND REPLACE WITH NEW CURB, GUTTER & ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. a
<br /> PPU POWER POLE W/UNDERGROUND SIDEWALKS TO MATCH CITY OF EVERETT STD DETAIL #306
<br /> LIGHT STANDARD SDMH STORM DRAIN MANHOLE
<br /> SLL SOLID LOCKING LID W
<br /> TOTAL AREA-0.70 Ac(PARCEL C) POWER METER SSCSSMOH SANITARY SEWER MANHOSANITARY SEWER LE T PLAN APPROVED
<br /> TS TRAFFIC SIGNAL
<br /> -0- POWER POLE (AS NOTED)
<br /> PERVIOUS AREA-0.19 AcTSB TRAFFIC SIGNAL BOX
<br /> EX. IMPERVIOUS AREA-2.62 Ac SANITARY SEWER CLEANOUT WINDICATOROPOST
<br /> M WATER METER
<br /> EVERETT 550/N° DSN.BY:
<br /> REPLACED IMPERVIOUS AREA-0.66 Ac SANITARY SEWER MANHOLE YDWV WATER VALVE 12-0412 JMS
<br /> YD YARD DRAIN PUBLIC SERVICES DATE
<br /> STORM DRAIN MANHOLE
<br /> DATE
<br /> ON-SITE FENCE LINE AS NOTED PUBLIC WORKS 5/2/2012
<br /> (ON-SITE) TRAFFIC SIGNAL � �- ,,�,w� _
<br /> .....<.b.. DEPARTMENT
<br /> -DRIVES = 0.36 Ac
<br /> UTILITIES DRAINAGE SCALE:
<br /> -NEW BUILDING = 0.30 Ac TRAFFIC SIGNAL BOX — — FLOWLINE CALL 48 HOURS A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO 1"=30'
<br /> ® WATER METER OHP OVERHEAD POWER LINE STARTING ANY CONSTRUCTION ON THIS
<br /> BEFORE YOU DIG ,/: PROJECT APPROVAL FOR THIS PROJECT DRAWING NO.
<br /> SANITARY SEWER LINE
<br /> CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS
<br /> 1 5
<br /> 1-800-424-5555 K AND EXPIRES UNLESS PERMIT
<br /> WATER VALVE 6816 Evergreen Way— B1206-014 OF
<br /> ' - STORM DRAIN LINE
<br /> FOR CONSTRUCTION HAS BEEN ISSUED.
<br />
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