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f
<br />3
<br />RIM 569.54
<br />VC IE 566 08 ESE
<br />8" CON IE 66820 S
<br />12'CON IE (SW)
<br />12" CO IE 566.566.05 14 (FI
<br />12" CQ (NN
<br />W)
<br />0(11 11199)99)
<br />w RI 569.3
<br />8" CONC IF 566.95 N)
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<br />Iz LA70,14
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<br />2RI 11
<br />1Y12 CONC E 5 .
<br />CONC IE 56J.59 IN
<br />12" NC IE 56I50 (S
<br />CS (14016)
<br />RIM 569.98
<br />12- CONC IE 567..94 (E)
<br />12" CONC IF 567.88 (S)
<br />FOUND LD & TK IN
<br />CONCRETE MONUMENT IN CASE
<br />0 4' BELOW GRADE
<br />810712018
<br />00.5987000p1600 / P O:
<br />CS (1'4000 SLOT DRAIN
<br />RIM 569.88
<br />6" DI SLEEVE IF 569.07 (N)
<br />00598700001500 5
<br />S
<br />AREA CONVE)ED P
<br />QUIT CLAIM DEED
<br />RED NO 1862950
<br />AREA CONVEYED PER
<br />QUIT CLAIM DEED
<br />REC, NO,
<br />746386&7,16387
<br />00598700001401 A
<br />CB (A2152)
<br />RIM 571.69
<br />8- PVC HE 570,60 (E)
<br />GUY RE
<br />00598700001300
<br />2
<br />005987MOO1201
<br />m
<br />OF
<br />005967MOOI101
<br />CB (12147)
<br />RIM 572.27
<br />8- PVC IF 570.88 (E)
<br />8' PVC IF 570.87
<br />0059870000f003
<br />I�
<br />OR (11122)
<br />RIM 57J.37
<br />6' PVC IE 571.76 (W
<br />8"PVC IE 571.46 (E
<br />8" PVC IE 571.30 S
<br />8" PVC IE 571,14 OP
<br />CB (12142)
<br />RIM 572.75
<br />6" PVC IE 571.90 (E)
<br />M9870OM901
<br />N8841'42"W
<br />10.00'
<br />N88'41'47W
<br />20.00
<br />FOUND 5/8'REBAR & CAP
<br />STAMPED 'WET 16916'
<br />QJ5xD3E OF CORNER
<br />010312018
<br />005987000OONW
<br />xZk
<br />FOUND 518" REBAR & CAP
<br />STAMPED IWFI 16916"
<br />02Sx0.1E OF CORNER Oq
<br />8/03/2018
<br />CO (1214Q)
<br />z
<br />RIM 573.02
<br />8" PVC HE 571S2 (E)� P
<br />005987MO701
<br />CB (n118)
<br />OQ
<br />RIM 573'8
<br />8" CONC IE 571,72 S)
<br />8" CONC IE 57t59 N)
<br />H" PVC IE 5JL52 (W)
<br />FOUND 5/8"REBAR & CAP
<br />STAMPED `WEI 16916"
<br />0.3Sx0.2E OF CORNER
<br />8/02/2018
<br />No
<br />NOI
<br />PARKING"
<br />VAULTY
<br />VAULTY
<br />W
<br />CHAIN LINK FENCE
<br />CROSSES LINE
<br />}.,W
<br />FOUND 5/8" REBAR & CAP
<br />STAMPED "BEI 16916"
<br />n' 9
<br />USE OF CORNER
<br />g
<br />8/02/2018
<br />SOON (14019)
<br />RIM 569.05
<br />28050700300400
<br />12- Cw4C IE 561.21 (SE)
<br />FOUND LD & TK IN
<br />CB (11300)
<br />CONCRETE MONUMENT IN CASE
<br />RIM 569.42
<br />STOP_
<br />0.4' BELOW GRADE
<br />4" PVC IE 56T78 IS)
<br />79TH PL sc
<br />O.PS OF LINE
<br />4" PVC IE 56Z44 IS)
<br />9EVERLY LN"
<br />8/07/2018
<br />6- PVC IE 567S6 (E)
<br />8" PVC IE 567.24 (W)
<br />'BUS STOP
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<br />REC. N0. 9306p10427
<br />7474
<br />DI IF 55 WE�
<br />0.5'SXO%5E OF C01
<br />8/03/k18-
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<br />1L LIM I "WALGREENS
<br />P" `\ REC. N0. 9306010427 `TE
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<br />i C COLUMN $UPP,i5
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<br />PA W
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<br />., .`................. PST
<br />SPEED BUMP
<br />n _SPEED SUMS.'
<br />TO CABLENSK)N INC. ESML lliNC `CURB IS 0.3 0.6'
<br />REC NO 9812160691 SOUTH OF /
<br />6CLFNC AREA OF RELINQUISHMENT SOUTHERLY LINE
<br />W/ BARB WRE REC. NO. 2046848 FOUND 5/8" REBAR & CAP
<br />N & W LOT 26 STAMPED 'W£I 16916'
<br />CHAIN LINK FENCE 81021 01 OF CORNER
<br />GROSSES LINE EBLDG. HALF ACRE GARDEN TRACTS 8/02/1018
<br />'COMCASi' CONCRETE BLDG. VOL. 11, PG 101 SOMH (1412J) /
<br />UTILITY VAULT HIGHWAY 526 RIM 577.28
<br />FOUND 112" REBAR & CAP AREA ACQUIRED BY PP DI IF 571.61 (SW)
<br />STAMPED MG 29278 32434 35145" SUPERIOR COURT CASE UP DI IF 570.43 (NE) A
<br />0.3NxQIW OF CORNER NO, 93014
<br />810212018
<br />CURB IS 0.5'
<br />SE OF EASTERLY
<br />FOUND LO & TK W/ WASHER
<br />'LEFT LANE STRAIGHT & LEFT' 28050700300600
<br />STAMPED k 11033"
<br />RIGHT LANE RIGHT ONLY
<br />23N OF LINE
<br />8/03/2018
<br />FOUND 5/8"REBAR NO CAP
<br />AREA CONVICTED PER
<br />0.35xG2Y OF CORNER
<br />QUIT CLAIM DEED
<br />810312018
<br />REC, NO, 1862950-%
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<br />10' GAS LINE ESML
<br />REC NO 200103060293 "
<br />_ ,9CSCONG'=ems
<br />FOUND LD & WASHER
<br />12 16
<br />STAMPED "LS 12J16"
<br />3.3N OF LINE
<br />/
<br />8/03/2018
<br />CB (15012)
<br />RIM 55G68
<br />/
<br />6" CONC IE 549.4 E
<br />28050700WIMO
<br />ICED
<br />t
<br />REC NO 5062803ac
<br />CB (110101)
<br />w
<br />RIM 550.40
<br />6- CONE IF 1549.3 (E)
<br />-
<br />CHANCES TO b"UNDERGROUNO
<br />CS (15065), TYPE IL
<br />o
<br />3
<br />RIM 551,58
<br />rn
<br />8" NL IS 547.98 547,78
<br />7 (LP CONC IF UNE
<br />III
<br />12" CONIC IF 54778 (5) 28050700306600
<br />CB (15056),
<br />T 54"
<br />W
<br />CB (/5082), PIPE i ROUND LID \
<br />RIM 23
<br />.L
<br />12" CONC IF 549.13 (NW)
<br />12" CONC IE 549,53 (SW)
<br />12" CONC IE 549,33 (NE)
<br />ULV 12TONC S IF = 5520
<br />/
<br />GB 16166 28050700301500
<br />M = 55352
<br />8 IE 556.61 (NW)
<br />8" DI 56.48 (S)
<br />CS ( 2), TYPE 1
<br />RIM 553.
<br />3-8DI CULVERTS
<br />8" CONC IE 7 (E)
<br />IF 554. 12
<br />IE 554Jp
<br />CB (15mes), TIP OUND LID
<br />IF 551.15
<br />RIM 554,24
<br />3-Sbl CULVERTS
<br />8"CONE IS 01,60
<br />IE 55471
<br />1P" CONC IE 551.25 SE)
<br />IF 554,63
<br />12" CONC IE 551.2 (NW)
<br />IE 55463
<br />2BOSOJ00301200
<br />v
<br />ED 10'M 8' DI IE 65622 (S) HIM
<br />DI HE 5 500 N,
<br />/ 8' DI IE 556. 12 (W)
<br />/ 8" DI HE 556.5 I
<br />® CB (14104) SOLID ROUND 00
<br />RIM 55702
<br />�' wP 12' DI IF 553,72 (SW))
<br />Z 12"OfIE 50,59 (NE)
<br />3-891 CULVERTS
<br />VfE 554.39 ' o a (n32a) 28ow703anoo
<br />RIM 558.76 S 16098
<br />S" 01 IE 556,86 (NE)
<br />® 6 IE 55686 (W) W/ - L STRUCTURE
<br />c
<br />CB 158, 8' DI IF 556, N)
<br />A RIM 55898 UNABLE TO MEA E
<br />UNABLE TO CQYTROL STRUCTUR
<br />MEASURE
<br />CB (14150) SOLID ROUND LID
<br />RIM 55981
<br />12" DI IF 556.46DI (S
<br />/ CB (145) 12" DI IF 556.37 (NE)
<br />j RIM GNC IF
<br />8" CONC IF 559.11 (E)
<br />CB (14143) SOLID ROUND LID
<br />RIM 56269
<br />17 DI IE 559.18 (SW)
<br />12- DI IE 55914 (NE) CS (14144) SOLID ROUND LID
<br />/ D ROUND LID 00 RIM IVC W7
<br />CB (564,71 SOLID ROUND LID 8" LONIF IE 8,67J( ()
<br />RIM IF 5 12" DI IF 558.67 (SW)
<br />2' w IF s61.90 (sw)) 2° DI IF 658.39 (NE)
<br />Ir w IE s61.e6 ME)
<br />/(/ p SSMH (HILTS)
<br />RIM 566.28
<br />8" CONC (W-SW-NE)
<br />CTR CHANNEL IE 555.87
<br />Up (14137) SOLID ROUND LID
<br />RIM 567.19
<br />12 CONC IE 564.18
<br />12" 01 IEIE 564, (SW)
<br />12' DI IF 56390 (NE)
<br />0 (14136)
<br />RIM 566.93
<br />8" 566, IE 564.56 (E)
<br />C8 (14134) SCUD ROUND LID
<br />RIM 568.68
<br />11" Of HE 565,26 (SW)
<br />12- Of IF 565,24 (NE)
<br />CB (14IJU SOLID ROUND LID
<br />RIM 570.99
<br />12-DI IF 56808 (SW))
<br />12" 01 IE 567.96 (NE)
<br />SSMH (14130) 28050700302"
<br />RIM 572.08
<br />8" CONC(E-SW-NE)
<br />COS CHANNEL IE 565.86
<br />FOUND 5/8" REBAR & CAP
<br />STAMPED ' ; 16916'
<br />O.l Nxaft OF CORNER
<br />8/06/2018
<br />z
<br />O
<br />SURVEY DATA 3
<br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS
<br />z
<br />PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT
<br />FIELD SURVEY DATA AND MAPPING PREPARED BY AXIS SURVEY AND MAPPING, AS
<br />PROVIDED BY ME PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH
<br />s
<br />h
<br />CONSULTANTS. THESURVEY DATA WAS PROVIDED MTH THE TOPOGRAPHIC
<br />g
<br />MAP BY AXIS SURVEYY AND AND MA MAPPING:
<br />i
<br />BASISOFSEARINGS
<br />i
<br />HELD A BEARING OF N 0015446" E ALONG THE MONUMENTED WEST LINE FROM THE
<br />'^
<br />SW CORNER TO THE WEST QUARTER OF SECTION 7-28-5.
<br />DATUM
<br />HORIZONTAL DATUM: NAD '83/91 PER SNOHOMISH COUNTY CONTROL POINT (WGS
<br />SURVEY DATA WAREHOUSE) DESIGNATION.- 2804,125, DATABASE ID. 20617
<br />VERTICAL DATUM: NAVD '88 PER CPS 2011 SMARTNET NORTH AMERICA AS VERIFIED
<br />TO WSDOT CONTROL POINT CP31005-87
<br />ELEVATION: 474.179'
<br />LEGAL DESCRIPTION
<br />PARCEL 2 OF CITY OF EVERETT BINDING SITE PLAN NO. 003-00 RECORDED UNDER
<br />RECORDING NO. 200012125001, BEING A PORTION OF THE SOUTHWEST QUARTER OF
<br />SECTION 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. IN SNOHOMISH COUNTY,
<br />WASHINGTON AND PORTION OF 70SLAND HALF ACRE GARDEN TRACTS, ACCORDING
<br />TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 101, RECORDS
<br />OF SNOHOMISH COUNTY, WASHINGTON.
<br />REFERENCES
<br />U)
<br />1. CITY OF EVERETT BINDING SITE PLAN NO. 113-00 BY KEGEL ENGINEERING
<br />N
<br />ASSOCIATES, INC. RECORDING NO. 200012125001, RECORDS OF SNOHOMISH
<br />L•L W [n
<br />COUNTY, WASHINGTON.
<br />UJ Z
<br />2. D HALF ACRE GARDEN TRACTS, RECORDED IN VOL. 101 OF PLATS, PG.
<br />Y Q
<br />11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />11, RECORDS
<br />Z
<br />Cr
<br />EQUIPMENT NOTES
<br />ZO
<br />PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD
<br />O O U
<br />MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES
<br />USING LEICA GS14 CPS/CNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THATWERE
<br />NOT DIRECTLY OBSERVEDES RE TIED INTO
<br />1�yI r
<br />E••� y ¢
<br />THE CONTROL POINTS C ZING LEICA EL CTRONY1201HNITOTAL STA77ONS FOR THE
<br />J
<br />MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS
<br />co W w
<br />THE STANDARDS SET BY WACS 332-130-080/090.
<br />O a
<br />NOTES
<br />UL
<br />THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY
<br />MADE ON AUGUST 22. 2018 AND CAN ONLY BY CONSIDERED AS INDICATING THE
<br />GENERAL CONDITIONS EXISTING AT THAT TIME.
<br />CLIENT
<br />THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING
<br />THE SUBJECT PROPERTY BOUNDARY BUT IT DOES NOT PURPORT TO LEGALLY
<br />RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED AXIS
<br />FOUR CORNERS, TLC
<br />RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW
<br />BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL
<br />10908TH STREET
<br />PROPERTY LINE DISPUTES.
<br />ST
<br />SUITE 1200
<br />UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF
<br />BELLEVUE, WA 98004
<br />EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT
<br />PHONE: (425) 453-9551
<br />MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY
<br />DRAMNCS INDICATING REPORTED UTILITY INSTALLATIONS OTHER UTILITIES MAY
<br />EXIST, NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS
<br />Catch Basin Inserts placed into all catch AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE
<br />basins within fenced area f UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION.
<br />- = Perimeter Chainlink Fencing
<br />® = Building to be demolished, Slabs and foundations to remain
<br />Straw Wattle
<br />0 50 100
<br />PLAN IN FEET
<br />cop,.lprco x9xocexcore.rca.
<br />CAP H
<br />CONSULTANTS
<br />SIeftnng • CIAI Engneenng
<br />Landscape AR:NechRe • Land USe Canading
<br />Inane HE IAA Slleel
<br />uW.q, wn YNO4- e25148s2340
<br />lol SwmwenatLNH Rrena. WWO
<br />WenolR WA sW1• 5031 2IY7731
<br />www.cphconsultants.com
<br />PROJECTNO.
<br />0024-18-042
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<br />C0.10
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