|
CB (1014.8)
<br />/ 1
<br />RIM 5281
<br />SD 3
<br />BOUNDARY & TOPOGRAPHIC SURVEY �SD 8" CPP IE 522.47(W)
<br />SD
<br />4" PVC IE 521.99 (E)
<br />PVC IE 521.99 (E)
<br />LEGAL DESCRIPTION/TITLE REPORT NOTES EQUIPMENT NOTES so �
<br />-✓I 7' a LEGAL DESCRIPTION FOR PROPERTY WAS OBTAINED FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 500061808 PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING
<br />ll- (AMENDMENT 1) SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT CB (10147) t
<br />ISSUED OCTOBER 19, 2017 AT 8:00 AM DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC RIM 524.03 `"524 t
<br />TS16 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE 4" PVC IE 527.64 (W) , ..WATER UTILITY
<br />THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 28 NORTH, RANGE 5 EAST OF THE STANDARDS SET BY WAGS 332-130-080/090. 4" PVC IE 521.63 (W) a`/ PAINT, NO PAINT
<br />;S WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: 12" GOING IE 521.56 (S) NE OF SW
<br />12" CONIC IE 521.46 (N)
<br />COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 7; NOTES FOUND PUNCH IN 1-1/2 -
<br />THENCE NORTH 87'41'47" EAST, ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 7 FOR 20 FEET TO THE EAST RIGHT OF THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON JULY 27, 2021 AND CAN ONLY BRASS DISC IN CONCRETE S ' if r'
<br />GRAPHIC SCALE WAY LINE OF BEVERLY LANE; BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
<br />MONUMENT IN CASE, rJ 1_ r.
<br />THENCE SOUTH 01'41'33' EAST ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 604.15 FEET; THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT 0.5' BELOW RIM '
<br />THENCE NORTH 88-42.29" EAST, PARALLEL WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF SECTION 7, A DISTANCE OF DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS (7/14/21) % + CB (10380)
<br />794.54 FEET, MORE OR LESS, TO A POINT WHICH IS 450.00 FEET NORTHWESTERLY OF, WHEN RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY SSMH (10149) ,f 1 {7 •" / RIM 523.92
<br />30' 15' 0 30' 60' MEASURED AT RIGHT ANGLES TO THE MONUMENTED CENTERLINE OF EVERGREEN WAY AND THE POINT OF BEGINNING;
<br />RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. RIM 527.74 t ,;, / s- G B' CONIC IE 522.25 (W)
<br />1° = 30' THENCE NORTH 30'33'47" EAST PARALLEL TO SAID MONUMENTED CENTERLINE A DISTANCE OF 93.17 FEET; 6" PVC IE 517.70 (W) '� , 7 , p - CB (10381)
<br />THENCE NORTH 88'42'29" EAST 470.93 FEET TO THE NORTHWESTERLY RIGHT OF WAY OF EVERGREEN WAY; UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION 8" PVC IE IN (S) 526 RIM 524.06
<br />THENCE SOUTH 30'33'47" WEST ALONG SAID RIGHT OF WAY A DISTANCE OF 93.17 FEET; OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY /
<br />g" PVC IE OUT 8" CONIC IE 52L6E (E)
<br />THENCE CONTINUING SOUTH 301 WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE A DISTANCE OF 31200 FEET; DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS CTR CHANNEL 517.59.59 Y 12" CONIC IE 520.10 (S)
<br />BASIS OF BEARINGS THENCE NORTH EN
<br />WEST A DISTANCE OF 444.97 FEET TO A POINT ON SAID LINE PARALLEL WITH AND 450.00 FEET MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY CB (10150) pQ ICV I / 7" %+ IS- CONIC IE 519.82 (W)
<br />BASIS OF BEARINGS NORTH 00'54'46" EAST BETWEEN THE NORTHWESTERLY OF EVERGREEN WAY CENTERLINE, BEARING SOUTH 3033'47" WEST, A DISTANCE OF PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. RIM 529.44 f T13M •A• +' 'r 12" CONC IE 519.82 (N)
<br />FOUND MONUMENTS ALONG THE WEST LINE OF SECTION 7, TWP. 258.39 FEET FROM THE POINT OF BEGINNING; 2' CONTOURS INTERVAL DERIVED FROM DIRECT FEED OBSERVATION. 12" CONC IE 526.74 (S) EL=526.20'
<br />28N, RGE. 5E, W.M. THENCE NORTH 3033'47" EAST A DISTANCE OF 258.39 FEET TO THE POINT OF BEGINNING; 8" PVC IE 526.69 (W) z
<br />HORIZONTAL DATUM (ALSO KNOWN AS PARCEL A OF CITY OF EVERETT BOUNDARY LINE ADJUSTMENT RECORDED THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE 12" CONC IE 526.60 (N) m
<br />UNDER AUDITOR'S FILE NO- 200109070551 AND SURVEY 200109075003, RECORDS OF CONTOUR INTERVAL CB (10151) 2
<br />(WGNAD 'SURVE83,P91 PER A WAREHOUSE)
<br />COUNTY CONTROL POINT SNOHOMISH COUNTY, WASHINGTON). _ RIM 529.22
<br />(WGS SURVEY DATA WAREHOUSE) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CB (10341) 8 PVC IE 526.76 (E)
<br />DESIGNATION: 2804J25, DATABASE ID: 20617 RIM 531.B4 FOUND MAG NAIL W/ `,
<br />VERTICAL DATUM 6" PVC IE 529.46 (NW)' WASHER SET IN O 528CHILDRENS F
<br />NAVD '88 PER CPS 2011 SMARTNET NORTH AMERICA AS VERIFIED FOUND 1/2" REBA)W/ PLAY EQUIPMENT TPN:2005®700300300 6' PVC IE 529.24 (SE)' CONCRETE
<br />6" CONIC IE 528.81 (E) OBS. N 0.0' X"� ya y
<br />TO WSDOT CONTROL POINT GP31005-87 CAP H&AI LS 2\ , *UNABLE TO FIND END W. 0,1'
<br />ELEVATION: 474.179' 0.7' BELOW ROLL GATE Sy V� TIMBER r 63Y' OF PIPE p (7/15/21) r/
<br />r • �` ) ` TRASH. - ) '- ._ „ .- 6'- CLFNC 'h f
<br />oes: N. 0.1' x 2'W 470.86' C-HELD 470.93' RI&R2 470.90' M BENCHMARKS (7/2x ---x-x-x F-X--x s32 saoORIGINATING BETICHYARK: WSDOT CONTROL POINT GP31005-87.O DER 88"I 1, .1 534 6' CLFNC A,iENCLOSUR536_OUTLEELEVATION: 474.78' ' ! ; 5a y..-_... , __j____I _ _ , 2�2 f I 7 t c t t CMU WALL i < f
<br />2
<br />ICV
<br />f i *.,y .... t _ "NO SIGNAL"TEMPORARY BENCHMARKS: I C8 (10489 CONCRETE & f` / CB (10132) \
<br />$ THILA Q m - I ":.;, _ I ( I p (TELE. uTIL) t ) STEEL
<br /><� W + RIM 531.67 ' RAMP' STRUCTURE l RIM 527.20
<br />FOUND PUNCH IN 1-1/2" BRASS DISC IN CONCRETE MONUMENT IN o'S' - -^._ , to 6" PVC IE RIM 53.67 ° ^' 530- I,' 8" GONG IE 5$4,48 (E) CB 10143)
<br />1" DIA X 1" TALL. -CONDUIT 1,
<br />CASE LOCATED AT THE INTERSECTION OF EVERGREEN WAY & 544 "" / \• 1 �""'e"�
<br />BRUIN BLVD. GAS UTILITY- /'/`/ F u" -
<br />7' CLFNC (NE)' .,. / v- $ + CB ^ ry + RIM 525.48
<br />V� _ PAINT "NO SIGNL" -. Q °�. (70476) " °'�^�.4� V �'- CB (10062) 8" CONIC IE 519.80 (N)
<br />ELEVATIONS 526.20' B. CLFNC (S. EAST / RIM 531.87 53Z. orb ICV +r T-1 W/ T-2 LID 8" CONC IE 519.75 (W)
<br />TO / " - 530.93 (NE) RIM 528.41 12 CONIC IE 519.42 (E)
<br />' -sas ,. - - a t,D(tosa3)LAwN �. /
<br />i ,. r 12" CONC IE 523.71 (S)
<br />b" PVC IE
<br />i '• RIM 540:85 r
<br />'BUS STOP" r` 72' CONIC IE 523.49
<br />$ SETSCRIBED'X' IN CONCRETE WALKWAY LOCATED ON THE ` i - ✓@' ` S42 4 � PVC IE 540.22 (W) z: '` s yc N
<br />EASTERLY SIDE OF EVERGREEN WAY, AT t SOUTHWESTERLY ' i _ • _ 470.86' C SD NO. GAS UTILITY PST
<br />CORNER PARCEL FOR BUILDING NO. 7625, 313' WESTERLY OF A s 6' CLFNC �- i '. - - - " ( ) 470.93(R2) .� .. PAINT IN AREA
<br />FIRE HYDRANT AND f7' NORTHEAST OF A CATCH BASIN. T
<br />T /
<br />SSMH 10152)
<br />ELEVATION: 537.88' ' , 546 '- - FFE=545.9' 1 �i�djy
<br />f' r RIM 531.16
<br />FOUND 1/2" REBAR W/ COLUMN I� CONCRETE J ? `mod STEEL �' S32 't r 8" CONICEN PVC 8
<br />IE -69 (E)
<br />CAP "TRP ENG 33125" CB (11005) •a_�'� WALL ?� -�.-mod ro n GATE <\� x;. , j g (S)
<br />0.1' ABOVE GRADE ry • RIM 544.03 TIMBER , d n ST " 8" CONIC IE OUT (N) REFERENCES
<br />Q' , " 6"-PVO W/ EBOW IE 542.66 (E) S�P6 CB (10804" N� a • ,` Vf 40 l CTR CHANNEL 520.65 1. BOUNDARY LINE ADJUSTMENT BY TRI-COUNTY LAND SURVEYING CO.,
<br />OBS: N. 0.0' % E. 0.7' TOP ELBOW 543.58 RIM 545.32 )/ „i ,P r f \ _f RECORDED UNDER RECORDING NO. 200109075003, RECORDS OF
<br />j
<br />(7/20/27) 4" PVC IE 543.04 (N , '' '- R " Q `� Pq ,, t 4 ;✓r / ," . SNOHOMISH COUNTY, WASHINGTON.
<br /><SD 4" PVC IE 542.57 (S FFE85g5.8" Qp� ,+` CB (10433), ' + SSMH (10425) 2. LEGAL DESCRIPTION FOR "PROPOSED PARCEL A" RECORDED UNDER
<br />CPP IE 542.37 (S ;. } •� r` 'RIM 533.22' •1 RIM 530.24 RECORDING NO. 200109070551• RECORDS OF KING COUNTY,
<br />, y. 2' CIXJC IE 542.20 (S DIJE 531.85 (E) + _` 6" CONIC IE 52202 (N) WASHINGTON.
<br />_ I GATE PST CB (11004) - „��' �O f ,' • ' 8" CONC IE IN (E) 3. BOUNDARY LINE ADJUSTMENT BY TREPANIER ENGINEERING, RECORDED
<br />OUTLET RIM 543.95 �H CB (1015.'.) ICIVV ry'r �` `� 8- CONIC IE OUT (W) UNDER RECORDING NO. 200007135001, RECORDS OF SNOHOMISH
<br />CONCRETE 6" PVC W/ ELBOW IE 542.78 (S) OO / RIM 53489•,+ t CTR CHANNEL 521.97 COUNTY, WASHINGTON.
<br />+ DISABLED /. i B (10084) 4. RECORD OF SURVEY BY WJA. RECORDED UNDER RECORDING NO.
<br />.o: FFE=545.8' ~ - BOTTOM ELBOW 542.10 Q- 8" PVC, IE 531.¢V. (W)
<br />h e ,WALL SDCO - -- PARKING" :4' CLFNC -' ;' �' Yc / WM SOLID LID 9504205DO3, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />(NO PIPE WEST) / 6' DIA. 12" Q{JNQ IE 531•a7 (S) - / 6 534 CB (20627) 1 STORY MASONRY BLDG N�j r+ . / R 533.11
<br />10" DIA. STRUCT. T��o`28®5®7Q030®70® ON CONCRETE SLAB �` -- , , v Oy ,' ,+ f 8- CONC IE 531.35 (E)
<br />1' CB" 10154) /� r" 12' CONIC IE 527.68 (S)
<br />RIM 545.54 7802 EVERGREEN WAY RIM(M". 1' -; ' / / 12" CONIC IE 527.65 (N) SURVEY NOTES
<br />8' CLFNC' `�II�.. *STRUCTURE FULL OF SDCO (20590) EVERETT, WA. 98203 - ct f / '/ '£
<br />x ��" DIRT, UNABLE TO ASBUILT RIM 54&74 % FLAG R '.d 8" PVC IF 532.43 (E) g, / }. CB (10083)
<br />."' , 6" PVC IF 542.49 (E) FFE=545.6' XRIDGE=571.7' POLE ,'�•--_d r'"y///�� RIM 532.94 FENCE INTERSECTION IS SOUTH 5.4 X 4.1 OF NORTHWEST CORNER
<br />v` CB (20607) l PA "HYUNDAI -- Q^ `/t. ,` t f 8" CONIC IE 531.34 (W) O PARCEL.
<br />Ear RIM 545,30 _ FFE-5458' CONCRETE P'. w •�." �i f // p
<br />O.1 - - SS 3 WALL EVERETY m 'f/ CV ANGLE POINT IN FENCE IS SOUTH 0.2' OF PARCEL LINE.
<br />6" PVC IE 544.43 (E)- SS SIGN '^ H� O
<br />- .' RIDGE=571.2' PA 4' .CLFNC h' , �- ICV
<br />4 PVC FROM CB (20601) SD82 CONCRETE .� f r 3 EASTERLY END FENCE IS NORTH 0.4' OF PARCEL LINE.
<br />BLOCK WALL O y b "-y O
<br />SD RIM 70 (W) FE-545.8' `p + M f
<br />L ' CONCRETE BLOCK
<br />�-�S 6" VC IE 542.70 (W) •Ty q4 FENCE INTERSECTION IS NORTH 0.3' %WEST 0.2' OF SOUTHWEST
<br />y AND MORTAR WALL YD (20549) 544.9' CB (20039) `F O
<br />y0 C o $p RAMP RIM 544 4 M RiM 537.27� ' t� \ CORNER PROJECT.
<br />FFE-546.1' , UTILI ( 10" DIA. AREA Q 8".'C�NC IE`53& 7 (E) W'
<br />h
<br />TY
<br />& DRAIN ICV . • "pq
<br />_ SHUTOFF '��..�PA f1;�' SURVEY CONTROL DETAIL
<br />e FFE=546.0' CB (20601) SDMH 2O588 • SNITCH i' .. 2
<br />FFE=548.1' 546.1' ( )
<br />RIM 545.34 QIL/WATER SEP ,9 ^
<br />4" CONIC IE 54427 (E) RIM 545.82 PAVERS vT NO PART IN ICV �• ! fl ;q / y.' FOUND DIMPLE IN LEAD & CONIC. GRAPHIC SCALE
<br />�.}. 1 STORY MASONRY BLDG 6" PVC IE 543.84 (N) BOTTOM STRUCT 538.51 • O COLUMN _.` 4' CLFNC ;AREA OF `'VALVE Gi +'�[� FILLED 2" IRON PIPE IN CASE
<br />' ON CONCRETE SLAB 6" PVC IE 543.83 (E) -UNABLE TO ACCESS PIPES , l' 0.5' BELOW RIM
<br />�S 4" PVC IE 543.78 (W') & BAFFLES, STRUCT FILLED ; { j - CB (10168) 5"DT (i 8)
<br />•tl - WILL OIL / LI +/ 12 7 0 75' ISO,
<br />.. s ,,-.,.-v.-,_,_-- �,.-r -_ ,,, i RIMT5.,8.13 t' - 1"=150' Q'
<br />x. '+ .d , -P' Q T -UNABLE TO ar F l )B. T , sTR 6TH ST SE
<br />. � .,, •. �,. t \ `+ ...- •, PA ^- - OPEN STRUCTURE a® 20.00'
<br />* f G ,CONCRETE Sop - -- .. / f Z (R1 /R2/R3-HELD) Is
<br />6' CLFNC _ CB (20220) a RAISED Pp `. POWER ESMT. ICY
<br />RIM 547.32 M 'y'. CLFNC REC-,NO. 8406040083 ICy FOUND MAG NAIL W/
<br />W DI IE 545.04 (N) s i 4p�o�®7®�®�® !/ WASHER SET IN
<br />550^... 5: SIDEWALK ESMT. CONCRETE
<br />/ ?� -.... s +REC. Nq:"9509120095 r + a m OBS: N. O.D' % !
<br />I 4' CLFNC (EAST) 'fr ` oX, FOUND i 2" REBAR W/ ti
<br />' --=6' CLFNC (WEST) `s i ` - m n CAP H&AI LS 28074" W. OX S
<br />FOUND 1/2" REBAR W/ - •� "CUSTOMER �' ° l �• ' t 0.7' BELOW GRADE 7/15 21 O'
<br />4 CAP "TRP ENG 21410' ` N8 - _ "-' EL-537 88 0 /
<br />OBS: S. 0.1' X E. 0.1' 41`W 444,91(R1 & ?ARKING" M % r T - (7/20/21) N8841'12"W 470.86'(C HELD
<br />BM •B• $
<br />2'48' oes' N. 0.1' X W. 0.1'
<br />(7/zo/z1) R2-NEED) 444"59 .` ` r M-�..M���•x4- ICV 93.1 T(R3&R2-HELD) 47G.93'(R1drR2) 47G.9G' M) ry
<br />LEGEND s' p41cv s3.n' C
<br />_ !ro 80 ��- a �. 5 i F a - 11 N88'41'12"W 794.36'(C-HELD) (R1&R2 7i \
<br />} 40=•..,, /J/ CB (10085) m 794.44'(R1) 794.54(R2) 1 1
<br />SET BENCHMARK A FIRE DEPARTMENT CONNECTOR f00' q r%J/ _ RIM 537.60 HELD) .9/
<br />E) FOUND MONUMENT IN CASE Q FIRE HYDRANT 3 �� } -3.! x // 12" GONG IE 533.61 (S) m.`+� FOUND 1/2" REBAR W/ • "r 470.g6'(C-HEIR) 470.g3'(R2) `Z' FOUND
<br />o FOUND MAG NAIL WITH LS WASHER p HOSE BIB 15' - ,; �''^ 1•. 12" CONIC IE 531.83 (N) ¢ CAP 'TRP ENG 33125" O� �h / 7 ga PUNCH
<br />O FOUND REBAR AND CAP AS NOTED 771CV IRRIGATION CONTROL VALVE ,� _ n ,�4,"'�•' 18" CONIC IE 531.78 (W) ��'! 0.7' ABOVE GRADE .Z�' p N�1 O� ~ 9Y IN
<br />POWER JUNCTION BOX POST INDICATOR VALVE 30' INGRESS/EGRESS ESMT. -� 8p, �' h� �+• Nd'd OBS: N. 0.0' X E. 0.1' R•�1 ^A_O •2� 1-7 /2"
<br />e POWER METER pQ WATER VALVE AMEND 2016111140667., 991101 1 z V - < o iO- 7 20 21 h ¢ ^ N
<br />FIVAC WATER METER REC. �- DO / "i y'a ? .Y' d' i ra°' BRASS
<br />FOUND MAG NAIL '�i/ my�N (/ / ) y.ry 2">,��° TPN:'18QS�7�'.300700,1, ^- DISC IN
<br />© POWER VAULT WATER VAULT " W/ ITS WASHER r f/ `' \ va ` 0 CONCRETE
<br />i6'X8O' INGRESS/ EGRESS/ HARMSEN INC LS 28074" '' -' 5�`V� '� NO2 ¢Jj,41 OeTS' /� MONUMENT
<br />�❑ STREET LIGHT o MAIL BOX UTILITY ESMT. CBS: N. 01 X W 02' -P `W 00 0 IN CASE,
<br />n 144.91'(R1&R2 IV' a 0.5,
<br />m SIGNAL VAULT a SIGN REC. NO. 199911010711 (7/13/27 ) yy ' t \59, HELD) "� �,y BELOW
<br />Q❑ POWER TRANSFORMER -PST POST (M ,� RIM
<br />-�i FOUND 1/2" REBAR W/ /•
<br />• BOLLARD CB(10155) 542 SSMH (10156) � CAP "TRP ENG 21410" ) _
<br />RIM 542.10 (7/14/21)
<br />RIM 540.9 f - OBS: S. 0.1' X E. 0.1' 4��e�ffi®�®�®®�®®�®®
<br />SS SS SANITARY SEWER LINE �JP..�, /, '. 8" PVC IE 531.39 (E) I 'S
<br />® UTILITY CABINET 12" CONIC IE 537.57 (S) -��� � (7/20/21) FOUND MAG NAIL 'y /
<br />SD SD STORM DRAIN LINE 12" CONIC IE 537.56 (N) r- _ � 8" CONIC IN (S) W/ LS WASHER
<br />B" CONIC OUT (N) \
<br />Q TELECOMMUNICATIONS MANHOLE ---OP OVERHEAD POWER LINE .f3, OBS:N.Oi X W. ,2'
<br />❑ TELECOMMUNICATIONS RISER P P POWER LINE 58) CTR CHANNEL 531.39 "HAE INC L0
<br />® TELECOMMUNICATIONS JUNCTION BOX T T RIM 541TELECOMMUNICATIONS LINE RIM 541.79 >
<br />GUY ANCHOR C C CABLE LINE 8' PVC IE 538.78 (E) ' u' Sp.
<br />-W-W- WATER LINE CB (10157)
<br />UTILITY POLE W/ LIGHT G G GAS LINE RIM 541.94 py + - _ 79TH PL SE
<br />�� UTILITY POLE W/ LIGHT & UNDERGROUND --X X---X- CHAIN LINK FENCE LINE (CLFNC) 8- PVC IE 538.79 (W) "CS
<br />CONDUIT O -L WOOD FENCE LINE (BFNC) 12" GOING IE 538.73 (S) ,
<br />W--- ----- WATER LINE (PER C.O.E GIS DATABASE) '
<br />4 UTILITY POLE W/UNDERGRDDND CONDUIT .. - 12" CONIC IE 538.66 (N)
<br />_
<br />4R------------ SEWER LINE (PER C.O.E. CIS DATABASE) `544 -
<br />UTILITY POLE W/ TRANSFORMER & ROOF OVERHANG/EAVE y
<br />UNDERGROUND CONDUIT ® .yel
<br />© TRAFFIC SIGNAL POLE EXISTING RETAINING WALL
<br />® 3
<br />TRAFFIC SIGNAL BOX CONCRETE � ASPHALT r+ � ,
<br />12, 7 E CASINO IW FOUND PUNCH IN 2" BRASS DISC IN
<br />4" DIA. CONCRETE MONUMENT IN CASE.
<br />13 0.7' BELOW RIM
<br />FOUND PUNCH IN i-3/a" BRASS DISC IN (7/13/21)
<br />CONCRETE MONUMENT IN CASE
<br />02 BELOW RIM
<br />8/7/18
<br />a " , _..
<br />® GAS METER _' GB(542.8) PORTION OF NE 114, SW 1/4 SEC. 7 TWP. 28N. RGE. 5E. W.M.
<br />GAS VALVE BUILDINGS, 12"D DECIDUOUS I{ l / '� v4. RIM 542.85 SSMH (20398) ' , / ' /
<br />o SS SANITARY SEWER MANHOLE
<br />�f r` 12" GONG IE 539.80 (S)
<br />Q SANITARY SEWER MANHOLE L r 12" CONC IE 539.61 (N) RIM 541.43 AND THE NW 1/4, SW 1/4, SEC. 7, TWP. 28N., RGE. SE.,W.M. CITY OF EVERETT,
<br />CB (543.85 8" CONIC IE OUT (W) SNOHOMISH COUNTY WASHINGTON
<br />❑ CATCH BASIN t 8" CONIC IE IN (S)
<br />D SD STORM DRAIN CLEANOUT ;� RIM 543.85
<br />STORM DRAIN MANHOLE ``.. 'Safi^,.., 8" GONG IE 541.73 (NW) CTR CHANNEL 53218
<br />o YARD DRAIN
<br />LINE TABLE
<br />UNE
<br />BEARING
<br />DISTANCE
<br />Li
<br />N 55'50'45" W
<br />SO.Do'
<br />L2
<br />N 33-09'15" E
<br />103.69'
<br />Lu
<br />N
<br />O
<br />U_
<br />O
<br />a
<br />o
<br />Q
<br />M
<br />V
<br />O
<br />a
<br />o 0
<br />0
<br />O
<br />O
<br />00
<br />Old
<br />N
<br />a
<br />Q
<br />z
<br />m
<br />fJ
<br />f
<br />h
<br />M
<br />0.
<br />a
<br />�oSo
<br />mn�
<br />��
<br />W
<br />Cimino
<br />w G m
<br />m
<br />�3wm
<br />N10OQa
<br />o J X
<br />W �W I- IaL
<br />'
<br />Z a'
<br />IO
<br />a
<br />n
<br />E
<br />G
<br />w
<br />0
<br />n
<br />N
<br />n
<br />w
<br />U
<br />V
<br />Q
<br />W
<br />iri
<br />a
<br />LLL
<br />.--i
<br />ya
<br />tl
<br />>
<br />T
<br />ZZ
<br />m
<br />.ti
<br />K
<br />K
<br />Q
<br />Ui
<br />d
<br />�
<br />N
<br />0
<br />Q
<br />V
<br />>
<br />LEE
<br />JOHNS)N
<br />11845 NE
<br />85TH
<br />KIRKLAND,
<br />WA. 98033
<br />
|