|
50 RIM 523.81 3 }
<br /> CB(10148)
<br /> BOUNDARY & TOPOGRAPHIC SURVEY e"DPP IE 522.47(W)
<br /> 4'PVC IE 521.99(E)
<br /> LEGAL DESCRIPTION/TITLE REPORT NOTES EQUIPMENT NOTES PVC IE 521.99(E) '
<br /> 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 a
<br /> (AMENDMENT 1) SYSTEM(CPS)SURVEY TECHNIQUES USING EICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT CB(10147)
<br /> O ISSUED OCTOBER 19,2017 AT B:OO AM DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING_0CA ELECTRONIC RIM 524.03 '-524
<br /> o�r7D TS16 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES.THIS SURVEY MEETS OR EXCEEDS THE 4"PVC IE 521.54(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) :;/ PAINT,NO PAINT
<br /> �� WLLAMETTE MERIDIAN,DESCRIBED AS FOLLOWS: 12"GOING IE 521.56(S) NE OF SW
<br /> NOTES 12'CONG IE 521.46(N)/
<br /> COMMENgNO AT THET AR CORNER OF SAID SECTION 7; lS'WEST QUARTER FOUND PUNCH IN 1-1/2" 'ynt'`�
<br /> THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON JULY 27,2021 AND CAN ONLY S.
<br /> THENCE NORTH 87'41'47"EAST,ALONG THE EAST ANO WEST CENTERLINE OF SAID SECTION 7 FOR 20 FEET TO THE EAST RIGHT OF BRASS DISC IN CONCRETE /°
<br /> GRAPHIC SCALE WAY LINE OF BEVERLY LANE; BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
<br /> .92
<br /> THENCE SOUTH 01'41'33'EAST ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 604.15 FEET; MONUMENT IN CASE,
<br /> THENCE NORTH 88'42'29"EAST,PARALLEL WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER 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 { CB(10380)
<br /> 794.54 FEET,MORE OR LESS,TO A POINT WHICH IS 450.00 FEET NORTHWESTERLY OF,WHEN DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES.WHERE AMBIGUITIES ARE NOTED,A%IS (7/14/21) r', RIM 10380)
<br /> 30' 15' 0 30' 60' MEASURED AT RIGHT ANGLES TO THE MONUMENTED CENTERLINE OF EVERGREEN WAY AND THE POINT OF BEGINNING; RECOMMENDS THAT THE OWNER CONSULT WTH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY SSMH(10149) dJ r �p B"GONG IE 522.25(W)
<br /> RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. RIM 527.74
<br /> I"=30' THENCE NORTH 30'33'47"EAST PARALLEL TO SAID MONUMENTED CENTERLINE A DISTANCE OF 93.17 FEET; 6"PVC IE 517.70(W) l 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 Z 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 8"PVC IE OUT(N) 8"CONC IE 521.62(E)
<br /> THENCE CONTINUING SOUTH 30'33'47"WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE A DISTANCE OF 312.00 FEET; DRAWNGS INDICATING REPORTED UTILITY INSTALLATIONS.OTHER UTILITIES MAY EXIST.NO SUB-SURFACE EXPLORATION WAS CTR CHANNEL 517.59 12'CONIC IE 520.10(5)
<br /> BASIS OF BEARINGS THENCE NORTH 8525'08"WEST A DISTANCE OF 444.97 FEET TO A POINT ON SAID LINE PARALLEL WTH AND 450.00 FEET MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WTH THE UTILITY CB(10150) pQ ICV / I 18'CONIC IE 519.82(W)
<br /> NORTHWESTERLY OF EVERGREEN WAY CENTERLINE,BEARING SOUTH 30'33'47"WEST,A DISTANCE OF PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. RIM 529.44 `F I 12"GOING IE 519.82(N)
<br /> BASIS OF BEARINGS NORTH 00'WEST EAST BETWEEN THE TEN'A' `
<br /> FOUND MONUMENTS ALONG THE WEST LINE OF SECTION 7,TWP. THENCE
<br /> FEET FROM THE POINT OF BEGINNING; 2'CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. 12'CONIC IE 526.69(5) EL=526.20'
<br /> 28N,RGE.5E.W.M. THENCE NORTH 30'33'47"EAST A DISTANCE OF 258.39 FEET TO THE POINT OF BEGINNING; 8"PVC IE 526.69(W)
<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"CONIC IE 526.60(N) y
<br /> CONTOUR INTERVAL CB(10151)
<br /> UNDER AUDITOR'S FILE NO.200109070551 AND SURVEY 200109075003,RECORDS OF
<br /> NAD'83/'91 PER SNOHOMISH COUNTY CONTROL POINT RIM 529.22
<br /> (WGS SURVEY DATA WAREHOUSE) SNOHOMISH COUNTY,WASHINGTON). 8'PVC E 52fi.76(E) p
<br /> DESIGNATION: 2804J25,DATABASE ID:20617 SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. CB(10341) - /
<br /> RIM 531.84 FOUND MAG NAIL W/ u o
<br /> 6"PVC IE 529.46(NW')* WASHER SET IN F
<br /> VERTICAL DATUM CHILDRENS 6"PVC IE 529.24(SE)* CONCRETE R.' S28
<br /> NAVD'88 PER GPS 2011 SMARTNET NORTH AMERICA AS VERIFIED F/NE
<br /> "REBAR W/ PLAY EQUIPMENT Tp'�^ &
<br /> \ � t 6"CCNC IE 9.24(E)* OBS: N 0.0'X � y
<br /> TO WSDOT CONTROL POINT GP31005-87 LS 28074" 1� ,L *UNABLE TO FIND END W 0.1'
<br /> ELEVATION: 474.179' LOW GRADE ROLL GATE i MBER 63 OF PIPE o (7/15/21)
<br /> 2"W 470.88'(C-HELD) 470.93'(R7&R2) 470.90'(M) s'cENc 1'X W.01'
<br /> BENCHMARKS 7/20/21) x' X--%--x-H X-%
<br /> OIUGINA71MG BENCHMARK: WSDOT CONTROL POINT GP31005-87. ; ` "DER NBB'41'1 _ TRASH- - 534 532�9 ENCLOSURE 536OUTLETELEVATION: 474.18' S 4 ICV
<br /> TEMPORARY BENCHMIW���1 2 ( , CMU WALLp ' �- 1I3 'NO SIGNh
<br /> CB(10132)TBM A .'." RIM 527.20
<br /> CASED PUNCH IN i-1/2"BRASS DISC IN CONCRETE MONUMENT IN _ 1"DIA X 1'TALL CONDUIT " .... 1 t ? - 6"PVC IE 530.62(E) f --- 0-. 8-CQNC IE 524.48(E) CB(10143)CASE LOCATED AT THE INTERSECTION OF EVERGREEN WAY& S44BRUIN BLVD. GAS UTILIN r .n ,. ^i' 1 f w7'CLFNC( PAINT"NO SIGNAL" p� �- $ CB(10476) 2 °'^9 CB(10082) RIM ONICELEVATION: 526.20' 8'CLFNC( r TO EAST RIM 531.7 53 L,R� ICV " p T-1 W/T-2 LID 8"CONIC IE 519 85(`W)y �`- i / 6"PVC IE 530.93(NE) RIM 528.41 12-CONG IE 519.42(E)546 i 1(D(10543) LAWN 12"CON,IE 523.71 S• i t -- RIM 540:85 "BUS STOP
<br /> ]� { _ - 12"CONIC IE 523.49(N)
<br /> SET SCRIBED Y IN CONCRETE WALKWAY LOCATED IN THE ..? ' - 'Sg24 PVCIE 540.22(W) • 'F WQ
<br /> EASTERLY SIDE OF EVERGREEN WAY,AT 3 SOUTHWESTERLY .' T� SDNO GAS UTILITYQ
<br /> 470.86'(C) 470.93(R2) '-^- ' PST / ,CORNER PARCEL FOR BUILDING N0.7825,f13'WESTERLY OF A LFNC ^- - 'B -,.... PAINT IN AREAFIRE HYDRANT AND 37'NORTHEAST OF A CATCH BASIN. / `_ ""` - T TSSMH
<br /> ELEVATION: 537.88' `. ..: _ 1 J. d S• RIM 531.10152)
<br /> 546 FFE=545.9' v, �' /
<br /> d tt' 8"PVC IE 520.69(E) O
<br /> FOUND 1/2"REBAR W/ COLUMN CONCRETE . �!'� STEEL yy 532
<br /> n \ 8"CONIC IE IN S d
<br /> CAP"TRP END 33125" ' CB(11005) •o l I� /1 WALL `r+",, dam''_�'d n n GATE a yp 8"CONIC IE OUT(N) REFERENCES O
<br /> 0.1'ABOVE GRADE ry RIM 66(E) TIMBER "// °' \
<br /> 8"PVC W/EBOW IE OW 54.58 STEPS CB(70804 1v"y a / Op /J� CTR CHANNEL 520.65 I. BOUNDARY UNE ADJUSTMENT BY TRI-COUNTY LAND SURVEYING CO., (�1I�� Q
<br /> OBS: N O D'X E. 21) �/, TOP ELBOW 543.58 RIM 545.32 pq ST \ / RECORDED UNDER RECORDING NO.200109075003,RECORDS OF V LL
<br /> (7/20/21)� '4'PVC IE 542.57(N Ry 1 ",.;� p9 I / LEGAL SNOHOMISH COUNTY,OR"PROPOSED
<br /> O
<br /> <SD " 4"PVC IE 542.57(S FE=5¢5.B" �P - OB(533.22 SSMH 0.24 ) 2. LECAL DESCRIPTION FOR"PROPOSED PARCEL A' RECORDED UNDER O O
<br /> 4"CPP IE 542.37(5 ',}�°+ - � RIM 533.22 •1 v4j RIM 530.24 RECORDING NO,200109070551,RECORDS OF KING COUNTY, n• Ln
<br /> y �4'CONIC IE 542.2D(S "` .' 8'DI 531.85(E) ``�' 6"CQNC IE 522.02(N) WASHINGTON.
<br /> GATE PST CB(11004) ,vw' _ ICV �O �i 8"CQNC IE IN(E) 3. BOUNDARY LINE ADJUSTMENT BY TREPANIER ENGINEERING,RECORDED O O
<br /> OUTLET RIM 543.95 a 'CB(10151) ICV htii .'1') S.
<br /> CONIC IE OUT(V� UNDER RECORDING NO.200007135001,RECORDS OF SNOHOMISH I
<br /> (/
<br /> =.,4 6'PVC W/ELBOW IE 542.78(5) RIM 53489 CTR CHANNEL 521.97 COUNTY,WASHINGTON.
<br /> • 00
<br /> 4Z J CONCRETE ^O j "DISABLED +i �i B(10084) 4. RECORD OF SURVEY BY WJA,RECORDED UNDER RECORDING NO. cV
<br /> h FFE=545.8' " BOTTOM ELBOW 542.10 Q; 8"PVC,IE 531.4V'(W) 016
<br /> •� 9'CLFNC (NO PIPE WEST) SDCO -- - PARKING 4'CLFNC 12"CONC IE 53L119(N) �'Y� y F / W/SOLID LID 9504205003,RECORDS OF SNOHOMISH COUNTY,WASHINGTON.
<br /> TP�^26®5®7®®30�®®� CB(20627) 1 STORY MASONRY BLDG 6"DIA. ! 12'CQNC IE 53p 17(S) _ 534 ./ RIM 533.11 >_
<br /> •j : v 8"CONC IE 531.35(E) z
<br /> •j 10"DIA.STRUCT. T���o��®�®�®�®®��� ON CONCRETE SLAB _ `�" 12"CONIC IE 527.68(5)
<br /> RIM 545.54 7802 EVERGREEN WAY P / CB(10154) 7 SURVEY NOTES d
<br /> 8'GLEN -STRUCTURE FULL OF SDCO(20590) RIM 534.71 1' / 12"CONIC IE 527.65(N) Q
<br /> h EVERETT,WA.98203 a � LL
<br /> DIRT,UNABLE TO ASBUILT RIM 545.74 FLAG 2 •d 8"PVC IF 532.43(E) g, CB(10083) O r
<br /> 6"PVC IE 542.49(E) FFE=545.8' 1CRIDGE=571.7' POLE -mod Rr RIM 532.94 1 FENCE INTERSECTION IS SOUTH 5.4'%4.1'OF NORTHWEST CORNER
<br /> CB(20607) I PA rn "HYUNDAI -1� �'� y / 8-GONG IE 531.34(W) PARCEL. z
<br /> FFE-545.8' CONCRETE L•
<br /> RIM 545.30 4.' .. SS ,'` `('a EVERETT' `S', /t 2a ICV O ANGLE POINT IN FENCE IS SOUTH 0.2'OF PARCEL UNE.
<br /> .9, 6 PVC IE 544,43(E)' SS 3 WALL SIGN '^ O7•
<br /> RIDGE=571.2' PA 4'CLFNC
<br /> ! 4 PVC FROM (20601) SD82 }r CONCRETE .� /o, O3 EASTERLY END FENCE IS NORTH 0.4'OF PARCEL LINE. O
<br /> RIM 545.82 BLOCK WALL 9 � `� m N
<br /> �.� CONCRETE BLOCK 50 E=545.8' F
<br /> �--SD 6' VC IE 542.70(W) •4v 0�' 4 FENCE INTERSECTION IS NORTH 0.3'X WEST 0.2'OF SOUTHWEST
<br /> q p II AND MORTAR WALL YD(54449) 544.9' C@(20039)- 4 O (�
<br /> lu ' RIM 5 RIM 537.27 QO 4, \ CORNER PROJECT.
<br /> r .O-
<br /> 0
<br /> 0 ry n ,_._, •,_ FF'E,=54.7' S UTILI 10"DIA.AREA / y BMC�NC IE 535.}7(E) W' S36 N
<br /> RAMP \
<br /> ry a; El' _ �• ' DRAIN ICV ^ i�AA
<br /> LFFE-546.0' SHUTOFF
<br /> FFE=5461' RIM(545314 546.1'SDMH(20588) • ,._Q SWTCH PA \/4 ,, e.....AT• _ /2"'� SURVEY DETAIL
<br /> ~CONTROL L
<br /> 011/WATER SEP
<br /> 4"CONC IE 544.27(E) RIM R EP PAVERS NO PAINT IN ICV w ,. i Rf FOUND DIMPLE IN LEAD&CONIC. GRAPHIC SCALE
<br /> 1 STORY MASONRY BLDG • O COLUMN :AREA OF'VALVE a FILLED 2"IRON PIPE IN CASE
<br /> S 6"PVC IE 543.84(N) -UNABLE ACCESS PIPES . 4 CLFNC Ny r' 0.5'BELOW RIM
<br /> ON CONCRETE SLAB 8'PVC IE 543.83(E) ' $ 8v
<br /> 4 PVC IE 543.78(W) &BAFFLES.STRUC FlLLOED 3 1 T-1 STRUCT.W IMT-2 LID `CB(10168) ,l/ 12 7 (8 0/18) 76TH ST SE _ 0 1"7150' 150' _ - Z 10
<br /> '
<br /> *UNABLE TO > 1
<br /> 6 DT
<br /> L ,. `. ` _ PA "•S OPEN STRUCTURE / ® 20.00' pNj b�
<br /> } L ,C CONCRETE r0 (R1/R2/R3-HELD)
<br /> S'CLFNC CB(20220) .,,' RAISED PA POWER.ESMT. ICV 538 ,' z -
<br /> RIM 547.32 ; :4'CLFNC REC.""NO 84GB040083 ICV / FOUND MAG NAIL W/ b� Qg6q
<br /> 's "....",.. 55 8'DI IE 545.04(N) G ,. - x TPIN:BO®0®7 00400 WASHER SET IN .I
<br /> ;/ •Se, 0 .., `rre j 5 SIDEMlALK ESMT. �� - r%i CONCRETE �'4
<br /> REC.NQ.`9509120095 a OBS: N.0.0'X /
<br /> 4'CLFNC(EAST) ;� �c N FOUND 1/2"REBAR W/ .C4 z
<br /> FOUND 1/2"REBAR W/ '-6',CLFNC(WEST) ",•,_ P H&AI LS 28074' / 7 5 0.1' `TC
<br /> 4 CAP"TRIP END 21410' N82" : p//CUSTOMER �` TBM'B'io- CA 0.7'BELOW GRADE (/ /21) •,
<br /> (7/20/27) 00
<br /> 1'X E.0.1' �•41•W 494.91'(Rl do R2-HELD) 444.5 M ��MKI-c�- -MM. / ;'ii• ICV L=537.88' 93.17(Ri&R2oHELD)0/21) 4884312 QcR270.8670C�HELD) yry NNoo
<br /> 9 M m / ( )
<br /> ���a��®��7����®�®® ( v 93.09'(M) F l�VI{, is a
<br /> LEGEND 5' 8p�. f r z n rc - N8794.44 R1)79 794.54 R2-HELD) �J,<i V ¢M m
<br /> �- v S40.., CB 10085) ( (H HELD)
<br /> VVV 3 m�ry
<br /> SET BENCHMARK A FIRE DEPARTMENT CONNECTOR 100' < " RIM 537.60 ¢S,B .( HELD) N dm m
<br /> FOUND MONUMENT IN CASE A FIRE HYDRANT 3 // -3/ J 12"CONC IE 533.61 (S) m FOUND 7/2"REBAR W/ •�.�� 470.86'(C-HELD) 470.93'R2 `r / FOUND K x z v ry
<br /> �o FOUND MAC NAIL WITH LS WASHER P. HOSE BIB 15`/`v ,,yy ' F 12'CQNC IE 531.83(N) CAP'TRP END 33125" 9� �h 7 ( ) / a PUNCH �• o O v
<br /> O FOUND REBAR AND CAP AS NOTED mICV IRRIGATION CONTROL VALVE ^ an '1 47� 18"CQNC IE 531.78(W) A w 0.1'ABOVE GRADE �'" ¢ry�� p, Qry T7� IN
<br /> m POWER JUNCTION BOX POST INDICATOR VALVE 30'INGRESS EGRESS ESMT. �0' " y' f y �9 tl -1/2"
<br /> / OBS: N.0.0'X E.0.1' ry 1 M •� O •^ z K
<br /> ® HVAC WATER METER REC.NO.1 9 9 911 01 0 711 FOUND MAG NAIL $ �' / mLD�' (7/20/21)W�'� 'y?-hm TPN:28050700300700ry7 d� BRASS Q 7
<br /> 9 POWER METER pQ WATER VALVE AMEND.201611140667 W/LS WASHER % I/,'. \ vi hry 7 '� 0ryn CONCRETE n `�
<br /> DISC IN
<br /> © POWER VAULT WATER VAULT "HARMSEN INCLS 26074" '>'V� '� / MONUMENT
<br /> 16'X80'INGRESS/EGRESS/ / yc y N8248-41-
<br /> �❑ STREET LIGHT o MAIL BOX UTILITY ESMT. OBS: N.0.1'X W.0.2' j I : \ ry4T 44491• W h IN CASE, i
<br /> m SIGNAL VAULT a SIGN REC.N0.1 9 9 911 01 0 711 (7/13/21) ; (Rt&R2_H� e4v Am �D.s'
<br /> 'PST POST SSMH(10156) \ FOUND 1/2"REBAR W/ 444.59(M) ) ^y =,y'2^ R�LOW
<br /> Q❑ POWER TRANSFORMER • BOLLARD CB(10155) 542r CAP"TRP END 21410' ,RIM 542.10 (7/14/21)
<br /> SS SS SANITARY SEWER LINE RIM 54D.92O -JP� / 8"PVC IE 531.39(E) OBS: S.0.1'X E.0.1' `�PN; 7 FOUND
<br /> MAG
<br /> ,y
<br /> ® UTILITY CABINET 10 CONIC IE 531.57(S) -�� (7/20/21) FOUND MAG NAIL / k SD SD STORM DRAIN LINE 12"DOING IE 537.58 N "�._,� e"CONIC O (
<br /> OT TELECOMMUNICATIDNS MANHOLE ---OP OVERHEAD POWER LINE () '- 8"CONIC OUT(N) W/LS WASHER
<br /> 0 TELECOMMUNICATIONS RISER p P POWER LINE C8(10158) CTR CHANNEL 531.39 "HARMSEN INC LS 2807#" \
<br /> ® TELECOMMUNICATIONS JUNCTION BOX T T TELECOMMUNICATIONS LINE RIM 78(E) / / ;/ OBS: N.0.1'X W.0.2'
<br /> C C CABLE LINE 8"PVC IE 538.78(E) (7/13/21)
<br /> GUY ANCHOR W W WATER UNE m
<br /> UTILITY POLE W/UGHT G G GAS UNE CB(541.94 E N O
<br /> y57)
<br /> C-�-'( RIM salsa - - _79TH PL SE Y .-r
<br /> m CONDUI POLE W/LIGHT&UNDERGROUND -X- � L WOOD ONCENE(BFNCNK FENCE UNE)CLFNC) B•PVC IE 538.79(W) 3° �` - Q F N w a � 0
<br /> - ------W-- -W---- WATER LINE(PER C.O.E.GIS DATABASE) 12"CONIC IE 538.73(5) 721 7 E CASINO RD ¢ rl U o = ,..,
<br /> -C>' UTILITY POLE W/UNDERGROUND CONDUIT 12"CONIC IE.538.86(N) LINE TABLE FOUND PUNCH IN 2"BRASS DISC IN n U W VI
<br /> - SS ----55--- SEWER LINE(PER C.O.E.GIS DATABASE) S44 - 4"DIA.CONCRETE MONUMENT IN CASE. W
<br /> UHLITY POLE W/TRANSFORMER& ROOF OVERHANG/EAVE
<br /> UNDERGROUND CONDUIT ® / U I LINE BEARING DISTANCE 13 FOUND PUNCH IN 1-3/4"BRASS DISC IN 0.7'BELOW RIM >
<br /> t� TRAFFIC SIGNAL POLE EXISTING RETAINING WALL
<br /> S ' G° L1 N 58'50.45"W 50.00' CONCRETE MONUMENT IN CASE 7/13/21) W
<br /> • 3• 02'BELOW RIM
<br /> ® TRAFFIC SIGNAL BOX CONCRETE luSPHALT L2 N 33'09'15"E 103.69' B 7/18
<br /> r � 3
<br /> ' .. ., N Q VUi >
<br /> O
<br /> ® GAS METER ; �. CB(10089) PORTION OF NE 1/4, SW 1/4, SEC. 7, TWP. 28N.,PRGE. 5E.,W.M.
<br /> Dy GAS VALVE BUILDINGS f 12"D DECIDUOUS yr p4, RIM 542.85
<br /> o SS SANITARY SEWER CLEANOUT '\..j 72"CQNC IE 539.80(S) SSMH(2039B) LEE JOHNSON
<br /> SANITARY SEWER MANHOLE 12"CONC IE 539.61(N) RIM 541.43 AND THE NW 1/4, SW 1/4, SEC. 7, TWP. 28N., RGE" 5E.,W.M. CITY OF EVERETT,
<br /> El CATCH BASIN f 11845 NE 85TH
<br /> CB(10090) 8"CONIC IE IN(S)
<br /> o SO STORM DRAIN CLEANOUT RIM 543.85 8"CONIC IE OUT(W) SNOHOMISH COUNTY WASHINGTON KIRKLAND,WA.98033
<br /> STORM DRAIN MANHOLE _ 546, 8"DOING IE 541.73(NW) CTR CHANNEL 532.18
<br /> YARD DRAIN
<br />
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