|
01
<br /> RIM
<br /> 4 BOUNDARY & TOPOGRAPHIC SURVEY _s°_�� 6 CPPIE 522.47`3 *%,
<br /> 4• / /
<br /> I PVC IE 521.99(E / /
<br /> LEGAL DESCRIPTION/TITI-E REPORT NOTES EQUIPMENT NOTES 'Pva IE 527.99(E)
<br /> _ `: LEGAL DESCRIPTION FOR PROPERTY WAS OBTAINED FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO.500061808 PRIMARY CONTROL POINTS MID ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING A W
<br /> W �/' (AMENDMENT 1) SYSTEM(CPS)SURVEY TECHNIQUES USING LF)CA GS14 CPS/CN55 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT CO(10147) ��
<br /> ISSUED OCTOBER 19,2017 AT 8:00 AY DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC RIM 524.03 / '• 524 i
<br /> T516 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE 4'PVC IE 521.64(W) WATER UTILITY
<br /> THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 7,TOWNSHIP 28 NORTH,RANGES EAST OF THE STANDARDS SET BY WAGS 332-130-080/090. 4'PVC IE 521.63(W) / // 3� PAINT.NO PAINT
<br /> , is WILLAMETTE MERIDIAN,DESCRIBED AS FOLLOWS: 12•CONC IE 521.5E(5) , NE OF SW
<br /> NOTES 12'CONC IE 521.4E(N)
<br /> COMMENCING AT THE WEST QUARTER CORNER OF SAD SECTION 7; FOUND PUNCH IN 1-1 2 ✓/ / f
<br /> THENCE NORTH 8Y41.47'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
<br /> GRAPHIC SCALE WAY LINE OF BEVERLY LANE; BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. W i / /.�, ' / •♦•,
<br /> THENCE SOUTH 01'41A3J'EAST ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 604.13 FEET; MONUMENT RI CASE, ,./'
<br /> THENCE NORTH 88'42'29'EAST,PARALLEL WITH THE 5000 LINE OF SAID SOUTHWEST WARIER OF SECTION 7,A DISTANCE OF THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY,BUT IT 0.5'BELOW RIM 419.� / // j/�/ /./lW CO(t03B0)
<br /> I I I I I DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY UNE DISPUTES.WHERE AMBIGUITIES ARE NOTED.AXIS (7/14/20 •s
<br /> 794.54 FEET,MORE OR LESS,TO A POINT WHICH IS 450.00 FEET NORTHWESTERLY OF,WHENRIM 523.92
<br /> RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY SSMHRI (27.74 fn
<br /> 30' 15' 0 30' 60' MEASURED RT RIGHT ANGLES TO THE L OE SAID CENTERLINE CC EVERGREEN AND THE POINT OF BEGINNING; RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY UNE DISPUTES. RIM 527.74 /• " f / n'- 1 F B• IE 522.25(W)
<br /> I^=30' THENCE NORTH 88'4229'EAST PARALLEL.03FT SAID NORTHWESTERLY
<br /> CENTERLINE A YDISTANCE OF 7 FEET; 8'PVC IE 517.70(W) �,�/{ �' CO(10381)
<br /> THENCE NORTH BB•42'29'EAST ALONG FEET TO THE NORTHNE5117RN RIGHT OF WAY OF EVERGREEN WAY; UTILITY LOCATIONS SIIONN HEREON ARE BASED UPON AS BUILT FIELD LOCATION d:EXISTING STRUCTURES.ID U LOCATION 8'PVC IE IN(S) / --526.- V - RIM 524.06
<br /> THENCE SOUTH 3073'4T WEST ALONG SAID RIGHT OF WAY A DISTANCE OF 93.17 FEET; OF UTIGSES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY 8'PVC IE OUT(N) 1/ (/.//n / 8'CONC IE 521.62(E)
<br /> THENCE CONTINUING SOUTH 30'33'47'WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY UNE A DISTANCE OF 312.00 FEET; DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS.OTHER UTILITIES MAY EXIST.NO SUB-SURFACE EXPLORATION WAS / 3 V!/j,
<br /> CM CHANNEL 517.59 \ V 12•CONC IE 520.70(5)
<br /> BASS OF BEARINGS THENCE NORTH 852508'NEST A DISTANCE OF 444.9]FEET TO A POINT W SAD UNE PARALLEL WITH AND 450.00 FEET MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WTI THE UTIITY / // \ I/,
<br /> NORTHWESTERLY OF EVERGREEN WAY CENTERLINE,BEARING SOUTH 3P33.47-NEST,A DISTANCE OF PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. CO(10150) i)Q ICV/ . 1B'CONC IE S19.B2(W)
<br /> BASIS OF BEARINGS NORTH 0054'16'EAST BETWEEN THE RIM 529.44 �,' 'A 72'CONC TIE 519.82(N)
<br /> FOUND MONUMENTS ALONG THE WEST UNE OF SECTION 7,NO. 25539 FEET FROM THE POINT OF BEGINNING: I'.- ELM A 2.,
<br /> 2'CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. 12'CONC E 528.74(5) �7. `f,'
<br /> 28N,RGE.SE.W.M. THENCE NORTH 30'33'4Y EAST A DISTANCE OF 258.39 FEET TO THE POINT OF BEGINNING; /,� 4\. ELa526.2N
<br /> 8•PVC TIE 525.89(IV) \/ J s,
<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) �/ /
<br /> UNDER AUDITOR'S FILE NO.200109070551 AND SURVEY 200109075003,RECORDS OF CONTOUR INTERVAL CO(10151) // /F�;- 'W' IE
<br /> NAD'83/'91 PER SNOHOMISH COUNTY CONTROL POINT " <N
<br /> SNOHOMISH COUNTY,WASHINGTON). RIM 529.22 / If
<br /> (LAGS SURVEY DATA WAREHOUSE) /�` v// - 6
<br /> DESIGNATION: 280425,DATABASE ID:20617 SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. CO 00341) 8•PVC TIE 528.7E(E) .J� • /} / y,
<br /> RIM 531.84 FOUND MAG NAIL W/ //�F- � fl r-,/,
<br /> VERTICAL DATUM 8'PVC TIE 529.48(NW)' WASHER SET INf
<br /> `y U ?
<br /> CNIWRf?15 / n Y.64,6
<br /> NAVO'88 PER RPS 2011 DI'310ET NORTH AMERICA AS VERIFIED FOUND 1/2'REBAR W/ PLAY EQUIPMENT V��ITII:�BW��C1i(11��®°�@I6 6'PVC TIE IE 5 (SE). CONCRETE
<br /> 0 / / G/. ..V 8
<br /> TO WSDOT CONTROL POINT GP31005-87 CAP H&AI LS 28074' B'CONC 528.81(E) OBS: N.0.0'% 111
<br /> ELEVATION: 474.179' 0.7'BELOW GRADE ROLL GATE \ I AMBER gSt- TO OF PIPE / \(/n _�`' o
<br /> CBS:N.0.1'X w.0.1; �w P_.. 2'W 470.96'(0-HELD) 470.93'(R7kR2) 470.90'(M) , 6 CLFNC ND END a )/// \/,/2 -�BENCHMARKS (]/zo/z)) (+, _ •:' -- N88'47'1 1 ♦ 532 - I '* s,% `. 8
<br /> O■04A1■9 BENCIYNK WSDOT CONTROL POINT GP31o95-87, r;..\ 1 I : ' _( , -.- _. E -- -s34 _.-. .. - -__ _ _ e'GIN ) J` - '' •� � (♦ I N • "' '°
<br /> w.o.1
<br /> gyp p/ts/zl / ry'/�
<br /> ELEVATION: 474.18' : Y/O t _ ` '`. 2 - - --. ---SJB- aTLET -_-_.� - // / \`� '‘W---.1 "i 0
<br /> $tit % DMS WALL XRi ��• . e�' I 9'\
<br /> •
<br /> 8' , - ■ 'NO SIGNAL• ■ CONCRETE h 1• \
<br /> ���' �,._.� I .. I I` I `�' I �j" I ..._. �� -NO NA'? CO(10489) 12:1 STEEL • / •/ / CB(10132) S
<br /> II ��
<br /> FOUND PUNCH IN 1 1/2"BRASS DISC IN CONCRETE MONUMENT IN a' '^ �' \ RIM 531.67 STRUCTURE' I ♦��,� RIM 527.20
<br /> 1'CIA X 1"TALL CONDUIT _. / B'PVC TIE 530.82(E) ,", /��J, '3j`� �( �,' r /,F / 8'CONC TIE 524.4E(E) `�(52S4B)
<br /> CASE LOCATED AT THE INTERSECTION OF EVERGREEN WAY h ' 544-_ //��
<br /> BRUIN BLVD. _ GAS UTILITY. ._+ % k
<br /> 7'CLFNC(NE - PAINT'NO SIGNAL' - P -`-- CB(70476) 1.°/y?�,: // // \ CB(10082) 8'CONC IE 519.80(N) w
<br /> ElEVA1K11!528.20' BA CLFNC( - f - TO EAST _ __-_ RIY 531.87 I.-4. OP / / / x RIM T-2 LID 8•CONE E 578.75(W)
<br /> ��"" :i F ) _-'_-- LL - B'PVC IE 530.93(NE) 5''
<br /> / V ! RIM 528.41 12'CONC TIE 519.42(E)
<br /> / f J I I + I i-,-T.
<br /> ' I N(1054J) LAWN ' // 1 12"CONC IE 523.71(5)
<br /> SET SC ( I - r. i RIM 540.8BSS -'•. 'BUS STOP' //.(Z�� / /3/ 1. 12'CONC TIE 523.49(N)
<br /> SET 'X IN CONCRETE WALKWAY LOCATED ON THE - - '84 4.\PVC IE 540.22(W) ' I;'f /' •, O
<br /> EASTERLY SIDE OF EVERGREEN WAY,AT A SOUTHWESTERLY '�o/ �_y I' / , NO-.CAS UTILITY VAT/ / / N
<br /> CORNER PARCEL FOR BUILDING NO.7825,313'WESTERLY OF A / - 6'OFRIC I i -7"-- -1 __-; 470.86'(C) 470.93(R2) I `- PANT IN AREA -GIs - ' , O
<br /> FIRE HYDRANT AND 4Y NORTHEAST OF A CATCH BASIN. /,/• I - Tom- -.TT T 4 /�/ // //I N
<br /> y/ ♦ I - - i \ 1 1. ,iwl / n / /// SSMM(10152) a 0
<br /> F1EVA1KIk 537.88' 71/ 1:546_ )jFEE�545.9' �f / /.. BIYPVCI.18 TIE 520.89 O
<br /> FOUND 1/2'REBAR W/ - COLUMN S COCRETE L STEEL -/S�J2-y / (E)
<br /> CAP'TRP ENG 33125' ; CB(11005) .:_mil B WALL `i -.�^- ,� �' GATE / �/ 3 �/r'/ b'CONC TIE IN(5) M
<br /> 01'ABOVE GRADE 1 -k RIM 544,02 TIMBER d Y' n , / \ \ Y 8"CONC IC OUT(N) REFERENCES 0
<br /> 8'PVC W/EBOW TIE 5428E(E)\\\ STEPS CB(10804 B,.AL b - / / •, OM CHANNEL 52.85 1. BOUNDARY UNE ADJUSTMENT BY TRI-COUNTY LAND SURVEYING CO., 1'V O
<br /> (7/20/21) •/ TOP QBOW 743.5E yq�1 RIM 545(J% ; ���/i/fj��L'I :. .:II J / �r�� ; RECORDED UNDER RECORDING NO.200109075003.RECORDS OF V LL
<br /> 1j/4'PVC TIE 543.04 N \ \\ �(� ra�� ,I/ S SNOHOMISH COUNTY,WASHINGTON. O
<br /> .SDJ/, /ill 4'PVC TIE 54257(5 - �� .7 •(� /; 10433 / /' I
<br /> .L ( aB( ) /� 3 SSMH(1042y) 2. LEGAL DESCRIPTION FOR'PROPOSED PARCEL A'RECORDED UNDER O O
<br /> 4'CPP TIE 542J7 S) Al 1. -RIM 533.22- i 4, RIM 530,24 RECORDING NO.200109070551,RECORDS OF KING COUNTY, a Ln
<br /> GATE 4'CONC TIE 54220(5 / 0: . / b DItff 531.85(E) �/ r/ /. 8•CONC TIE 527_02(N) WASHINGTON. O
<br /> .h UTLE CO(11004) yn / K;V /� / / B'CONC TIE IN(E) 3. BOUNDARY LINE ADJUSTMENT BY TREPANIER ENGINEERING,RECORDED L- 0
<br /> 7///// / OU7IET RIM 543.95 4 /.;. CO; (70153) ILy 4' // //y/ /� B'CONE TIE OUT(W) UNDER RECORDING NO.200007135001.RECORDS OF SNOHOMISH r CO
<br /> \,` 8'PVC W/ELBOW TIE 542.78(S) "F, ' / /RIM 534,89 / ! / N. OR CHANNEL 521.97 COUNTY,WASHINGTON.
<br /> b ! y FFE�343.8' ) E� BOTTOM PROW _._.-Lt d B'won..
<br /> F)C I 531. (N ! ! /(10084) 4. BRECORDDO4DG OF SURVEY BY WJA,RECORDED UNDER WASHINGTON.
<br /> NC NO.
<br /> r N
<br /> YS SABLED / �/
<br /> T('Uil�' �5®iY 3 �/ 9'CLFNC RUCT� (NO RPE / B'SOCO DIA �B PARKING' / '4*CIfNC 12'CSC TIE 53Y-g(5) y�/ 3.T4. (• J i `/// W SOLD UD 950420500J.RECORDS OF SNOHOMISH COUNTY.WASHINCTON. } ..
<br /> CB(2062]) 1 STORY MASONRY BWC QN / 4 RIM 533.71
<br /> �.o/ / 8'CONC TIE 331.33(E)
<br /> •- ' 10'DIA.STRUCT. �PN:2�D5(17 700 ON CONCRETE SLAB //' - ,! .�T / , , Z
<br /> 2 -� RIM 545.54 WED 20090 7E102 EVERGREEN WAY `/_ - H / C(T(10154) ,/t / \ //� 12'CONC TIE 527.CONC IE 85(N) SURVEY NOTES Q 8'CLFN p STRUCTURE FULL OF ( ) EMMETT,WA 98203 - �' •' RIM SJ4.71 /* '. / / a
<br /> % r-_\T - ' DIRT UNABLE TO ASBUILT RW 54574 ,'/ '' 8'PVC I 5324J(E) 1
<br /> / „„,, B PVC TIE 542.49(E) `,5458 %RIDGE 571.Y 2S PA CONC TIE 531. (W) �� SECTION IS SOUTH 5.4'%4.1'OF NORTHWEST CORNER
<br /> CB(20601) ■"""',,,,•<„,,,, 1F 4 F y, •H�YIWOA � �I�� -} ) ,/� ♦��� fi(sJ029) PARCEL
<br /> A FENCE INTERSECTION Z
<br /> PoM 545.J0 n TEFL545.8' _ ' A / X EV17tETY '(' ' ` ...4,
<br /> /1 f `/',• O P
<br /> B'PVC IC 54443 6E)' •11 . _ 55 �� WALL 9 ,% 1 $' F� 2 ANGLE POINT IN FENCE IS SOUTH 0.2'OF PARCEL LINE. O
<br /> ti,/i !4'PVC FR¢4�(20801) •
<br /> SOLO �'' RIDd:�571 2 �,L 4'CLFNC wITE 9 / ♦4, f�/'A CV O.
<br /> 0
<br /> g • CONCRETE BLOCK RIM 545.82 _yg •
<br /> `L BLOCK WALL,'
<br /> ` ^69 // 3 EASTERLY END FENCE IS NORTH 0.4'OF PARCEL UNE co N
<br /> ^W`I'- i / AND MORTAR WALL ��-" 6'' IC 54270(W) 9. �� fy . 4 FENCE INTERSECTION IS NORTH 0.3'X WEST 0.2'OF SOUTHWEST
<br /> 'n,/ 1 (54.49 s44 RDA
<br /> (20039) 3 i'
<br /> RAMP RIM 544.49 M I y '/ O CORNER PROJECT.
<br /> h4. '� ;,' i_ •. �_-. i ec FFE 548.1'.' •. ,UTILITY !.. 10'DIA.AREA 8' TIE•535� 160 _.3J8 y ! \ N
<br /> t `FEE 546.0' 1-FFE.548.1' CB(20601) .1.SDMH(20588)4 .G5N1TgN ,��(/P�AI� ; ..,.,-, , _ / SURVEY CONTROL DETAIL
<br /> FOUND.�` PoM 545.J4 dL/RIM 5 .82 •� c.,_, ® : T P L'A
<br /> 4'LONG TIE 544.27(E) RIM 34&82 PAVERS NO PINY IN ICV / G� .}•
<br /> ,` 1 STORY CASTERS BLDG () .• , I COLUMN P CLING './% ' A. FILLED 2!MIRON PIPE IN CASE
<br /> NL GRAPHIC SCALE ,
<br /> ' B'PVC TIE 54384 N BOTTOM SiRUCT 538.51 V AREA OF VALVE
<br /> / ON CONCRETE SLAB 6'PVC TIE 543.83 E) 'UNABLE TO Ar�xc[RPES / _ _
<br /> () A % (.5'BELOW RIM
<br /> / -1,;'" ---__,,,_,_____
<br /> _.. 4'PVC TIE 543.]6(W k BAFFLES.STRUCT FILLED / ��,'� �/ tom(10188) 6•� • B/]/16) _ _ 4S '�
<br /> 'AWL OIL 2 7 --�� qI� t, 4
<br /> T° -� =a--==d - - % T-1 sTRuc, 53' *UNABLE8.13 �%/ / / , Coo 76TH ST SE _ 1"=750 .�j�0' �F�
<br /> r ,4fj�(\\ \ OPEN SRCJCTURTO
<br /> E / • 1 ~ y
<br /> \-,•
<br /> `-� `.. - l.J !0 .CONCRETE // / ® may (R1/R2/R3-MELD) / -.s g .a •'
<br /> 8'CLFNC '� CO(20220) RASED PA \ POWER ESMT. ICY // 538,_; / .-1 G S P +o
<br /> �,, �. 8•DI TIE 515.04RIM 7(N) G e/'.. 4'CLFNC REC.`NO.840684008J ICV//• ♦ // ,-// m >"' G7 / ( �p� PO-
<br /> , G1 FOUND MAC NAIL W/
<br /> ', - s TPN:28080700800400 WASHER SET IN •
<br /> ` 0
<br /> -� .,_ LL
<br /> 7 'S S\DL1(ESMT 7��I.. / +' .F / LL -4 CONCRETE
<br /> 4'CLFNC(EAST) A` ,'RFC.NQ^9509720095///`�////���/��/� (/// - $pI !t / ,4 ok' FOUND 1/2"REBAR W/ OBS:N.0.0'% �J/
<br /> O FOUND 1/2 REBAR W/ ti�,Ol?!C(' 5n C Y / / • //84
<br /> W �!\ CAP H4[AI LS 28074' / W.0.1' �,
<br /> 4 CAP"TRP ENG 21410' 4` p CUSTDIAER -�. / (' / TBM B'� 0.]"BELOW GRADE (7/15/21) o
<br /> (/20/21)1'X E.0.1' NB24B'47'(y 444.91'(R1 R2�H�) `), AN-�PARKING'_ -M .M/` �.�� / / // /j r. ��ICV L=537.68' �� OBS: N.0.1(7/0/21) NBB 4�;HN2.WBD60470.66'(C-HELD) f�.��
<br /> TPN. 7 ® 444,59'(M) --r ��lei / /� 93.17R43:R2 HELD) 470.93'(RSkR2) 470.90'(M) 8 1.1 N-
<br /> LEGEND \' 1 l,T /{ / 7.21.CV 93.17' ,4�'' 8\\ } nI P
<br /> J ■� wQ
<br /> 15' / / 8 N88'41'12'W 794.36'(C-HELD (R1AR2 Y` �• S r mrvS 0. FIRE DEPARTMENT CONNECTOR /1 / '] / 7.60 Y tl ) FOUND m
<br /> SET BENCHMARK O ^b / 340 CB(100&5) () n- UFOUND 1/2�REBRAR w/94. R2 ) 1NEW) /' 4) tin nsti FOUND MONUMENT IN LASE f,], FIRE HYDRANT100 2'CONC TIE 533.61 S IN 470.88'C-HELD 470.93'R2 PUNCD . m fJxFOUND MAC NAIL WM LS WASHER p HOSE BIB15 y ;�j _ \, 1 b ( ) ( ) , l 5. oTa
<br /> O FOUND REBAR AND CAP A$NOTED NICV IRRIGATION CONTROL VALVE '/ a 12'CONC TIE 531.83(N) w N CAP'TRP ENG J3/25' ..^•1 .,1�^ /% / 8'CdJC TIE 531.7E(11) 0.1'ABOVE CRATE •T `t IN o waOBS:N.0.0'X E 0.1' ,v ',��^ TPN:28050700300700r Q' 0` BRASS 7z0 POWER JUNCTION BOX LA POST INDICATOR VALVE 30'INGRESS/EGRESS ESMT. N. , pp*' �'` ♦ DISC N `' ■ a "
<br /> ® HVAC ® WATER METER REG N0.199977d0]71 FOUND MAG NAL_� - $'/ ♦A ` m• )�•, Vt h ` AQ-hh _, 1$ hWATER VALVE AMEND. RESS 14GRE / / / 0 CONCRETE6 POWER METER // F/ P`O (7/20/21 "gq gx© POWER VAULT El WATER VAULT W/L$WASHER ��// // / /1 \ \ �Sq� {j?^r ,�7'I / F _ _STREET LIGHT IB'X80'INGRESS/EGRESS/ •H OBS: N,ARMSEN I07 X 2W0.2' "�' f //"/// //' a " ^S NL•48'47 8 W7• MONUMENT .�_��d-0 MAIL BO% UTILITY ES11T. / 1y� 'NR h INCASE, "m SGNAL VAULT JL RFC.N0.199917010711 (7/13/21) / L " •91'(R1m 'T` O.s' �,,
<br /> SIGN ♦ ��_ 111 _ 2-HELP ^;.4. d°
<br /> •PST POST
<br /> BOLLARD CB(10155) /• • 542 / FOUND
<br /> 'TRP ENG B 21R410/ ) / BELOW
<br /> Q❑ POWER TRANSFORMER • ����/,'` 542.10 6) \ •59'(AI) 99"y 2' RIM
<br /> 14 27 \``••/
<br /> UTILITY CABINET SS SS SANITARY SEWER LINE RIM 37( I • r0_ (/ / ) A
<br /> /�/;I tea° / B•PVC TIE SJ1.39 E OBS:S.0.1'X E.0.1' TPN:2BOSD7 /
<br /> ® SD SD STORM DRAIN LINE 12'CONC IE 537.57(S)O / /• �`� ,,, () ]20 21 '7
<br /> T TELECOMMUNICATIONS MANHOLE ----OP OVERHEAD POWER UNE 12•CONC TIE 537.5E(N) /��� 8'CONC IN(5) (/ / ) FOUND MAG NAIL t1 4
<br /> O TELECOMMUNICATIONS RISER P P POWER UNE CB 00158) - 8•CONC OUT(N) W/LS WASHER I
<br /> �/ / CTR CHANNEL 531.39 'HARMSEN INC LS 28074' \
<br /> ® TELECOMMUNICATIONS JUNCTION BOX T T TELECOMMUNICATIONS UNE RIM 541.79 .•� /1 //p�/••
<br /> A Fu- GUY ANCHOR WCj -C- CABLE UNE W WATER UNE 8'PVC IC 5387E(� //� / / / / OBS N.0.1'(7/W.
<br /> ,{0. m
<br /> Y� UTUTY POLE W/UGIT G G GAS UNE CO(10151) 4 % //// / • ' 79TH PL SE M °w ..
<br /> l UTILITY POLE W/UGHT k UNDERGROUND -'J-'Y-X-'W--X- CHAIN LINK FENCE LINE(CLFNC) 8'PVC TIE 53&79(1h -
<br /> CONDUIT -) III - WOOD FENCE UNE(BRIE) , L - I
<br /> w n W Q LIT W
<br /> _ z CONC TIE 53&BB(S) z 7 E CASINO RD a C x o . o
<br /> 4 UTILITY POLE W/UNDERGROUND CONDUIT _ --- WATER UNE(PER C.O.E OIS DATABASE) 12'CCNC TIE 5388E N)
<br /> SEWER LINE(PER C.O-E GIS DATABASE) ( • / --5,44_ '/ LINE TABLE FOUND PUNCH IN 2•BRASS DISC IN o n U W IA ^+
<br /> il'- UTILITY POLE W/TRANSFORMER& - - ROOF OVERHANG/EAVE 9`/l 1 4•CIA.CONCRETE MONUMENT IN CASE. '
<br /> UNDERGROUND CONDUIT UNE BEARING DISTANCE 13 0.7'BELOW RIM 9 9 Y
<br /> / / FOUND PUNCH IN 1-3/4'BRASS DISC IN (7/13/21) ■ O' m U)
<br /> C© TRAFFIC SIGNAL POLE EXISTING RETAINING WALL / \ `
<br /> / Y
<br /> ' 4. L7 N 5630'45'W 50.00' CONCRETE MONUMENT IN CASE Oz 2 .W.
<br /> ` • 1 ' 0.2'BELOW RIM d 3 Q
<br /> ® TRAFFIC SIGNAL BOX . CONCRETE ASPHALT I` / /) / L2 N 33E9'15'E 103.69' 8/]iB ; 0 ti Cl U Q
<br /> ,,,
<br /> -, N Q YT
<br /> CI GAS METER ,,, <//. CB(10089)� PORTION OF NE 1/4, SW 1/4, SEC. 7 TWP. 28N. RGE. 5E.,W.M.
<br /> 10 GAS VALVE12'D
<br /> BUILDINGS ( DECIDUOUS / / / 4 RIM 54285 / / /
<br /> 0 55 SANITARY SEWER CLEANOUT / / a 1Y CONC TIE 539.80(5) 55YH(20398) LEE JOHNSON
<br /> p SANITARY
<br /> �BASH MANHOLE / 1 / ,� 12'CONC TIE 539.61(NS) RIM 541.43 AND THE NW 1/4, SW 1/4, SEC. 7, TWP. 28N., RGE. 5E.,W.M. CITY OF EVERETT,
<br /> SD STORM DRAIN CLEANdUT ^ / / /1 �t/♦/CB(1000900)) 8'CONC 1E IOUT5('A) LIENS NE esTH
<br /> )
<br /> ® STORM DRAIN MANHOLE STU 7 '.•�/ 8•CONE IE 541.73(NW) G,R CHANNEL 5321E SNOHOMISH COUNTY, WASHINGTON KIttKLAND,WA.98033
<br /> 0 YARD DRAIN
<br />
|