|
u
<br />(14018)
<br />12" CONS IE 566.22 (SW)
<br />12" CO IE 566.05 (E)
<br />12" CDI IE Sb6.14 NW)
<br />CB, (y1193J
<br />RI 569.35
<br />8" CONC IE 566.9,
<br />R-3
<br />4=6
<br />CB (140I 7)
<br />RIM 570.14
<br />12 CONC IE 56 .
<br />I2' CONC 1E 16111 (N)
<br />1 NC IF 56750 S -
<br />2 CO
<br />CB (140I6)
<br />RIM 569.98
<br />12" CONC IE 567.94 (E) /
<br />12" CONC IE 5678B (S)-
<br />FOUND LOIF & TK IN
<br />IF ONCRE & NNi IN CASE
<br />D4' BELOW GRADE
<br />810712018
<br />J?
<br />0059870000I600 ,
<br />CB (14001) SLOT DRAIN
<br />RIM 559.88 L
<br />b 01 SLEEVE IE 569.07 (N)
<br />00598700001500 / 1
<br />i
<br />AREA CONVEYED f
<br />QUIT CLAIM DEED
<br />REC NO 1862950
<br />QUIT CLAIM DEE[
<br />RED No
<br />748J86&748387
<br />0059870000149E
<br />CB (12152)
<br />RIM 571.69
<br />8" PVC 1. 570.60 (E
<br />GUY
<br />0J59870000;300
<br />0059810000T 101
<br />CB 147 Z
<br />U )
<br />RIM
<br />8" PVVCC IE IE 570.88 I
<br />SOWN (14019)
<br />RIM 569,05
<br />72" CONC IE 561.21 (SE)
<br />,STOP'
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<br />/ I \
<br />SITE
<br />ENTRANCE
<br />J
<br />- I,PL 7
<br />I
<br />W
<br />1
<br />28150700300400
<br />FOUND LO & TK IN
<br />CB (/f1300)
<br />CONCRETE MONUMENT IN CASE
<br />REM 56942
<br />0.4' BELOW GP.40E
<br />4" PVC IE 567.78 (S)
<br />0.1'S OF LINE
<br />s' PVC IE 567.44 (S)
<br />81071201E
<br />6' PVC IE 567.56 (E]
<br />3 PVC IE 557. 24 (W)
<br />W/ BENCH
<br />SW 1/4, SEC 07, TWP 28N, R05E W.M. I1111 TK
<br />1EFr LANE STRAIGHT & LEFT" 28050700JO0600
<br />LD & W/WASHER
<br />STAMPED 'K 11033"
<br />FOUND LO & TK W/WASHER
<br />STAMPED 'LS 12116"
<br />7211HT LANE RIGHT ONLY'
<br />2.JN OF LINE
<br />81031201E
<br />3.JN OF LINE
<br />/
<br />FOUND 5/8' REBAR NO CAP
<br />AREA CONVEYED PER
<br />810312018
<br />0.7'Sx0.2E OF CORNER
<br />8/OJ/2018
<br />OUIi CLAIM DEED
<br />REC. NO. 1862950
<br />CB (15012)
<br />RIM 550.68 /
<br />6" CONC IE 549.4 E
<br />79TH PLACESOUTHEAST
<br />cp- q66 (PUBLIC ROAOjpA
<br />447\- CB (14 '"SCHOOL ZONE" Y
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<br />•"�$ - Y C0 �16M
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<br />e,8" DI IE .557 74 (E)
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<br />4' PVC IE 56774
<br />8' PVC IE 565.14 (E. 5 & WNW)
<br />s� �
<br />-FOUND 5/8" REBAR & CAP
<br />STAMPED 'WEI 16916'
<br />72 � `\
<br />:M
<br />�'
<br />0.1'5 OF CORNER
<br />, l/.
<br />_R
<br />_- 15' WATERLINE ESMT �N\ RI 16C,55
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<br />810312013
<br />/
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<br />�
<br />7
<br />REC N0. 9306p1042 t 8' DI IE 1556.40 (Ef
<br />8" CI IE 556.11 (W)---
<br />FOUND 518' REBAR & CAP I & 2 STORY
<br />CONC RAMP W
<br />STEEL HANDRAIL
<br />'•07 7ACDONALI�S"
<br />STAMPED 'WE 16915" RETAIL BUILDING
<br />�' \ 1 " '-
<br />0.25 OF CORNER
<br />il FOffN 5 9' REBAR & OAP i
<br />8/0J/2018 LOWER FF ELFV
<br />57o'. I'
<br />/I
<br />INUING�SITE PLAN N0. POJ-00 05'5x0E5E OFI CORNER II
<br />REC. NO 20001,12
<br />I 8/03/Old
<br />CONC RAMP
<br />STEEL HANOR A. I
<br />PARCEL (
<br />I UM
<br />�T'
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<br />I
<br />S'JV
<br />I
<br />CTALL
<br />'
<br />CUrlC BUMPER CL
<br />[[
<br />I
<br />/
<br />CB (12389)
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<br />/
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<br />SPEED RUMP
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<br />/
<br />IN DISREPAIR I & 2 STORY
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<br />mM
<br />RETAIL BUILDING
<br />LOWER F F ELEV
<br />576.1'
<br />QI
<br />'
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<br />EXHAUST STACK
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<br />•X / FULL OF HUMAN WASTE
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<br />AA
<br />CONC BUMPER CL
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<br />8' PVC IF 571.46 (E) .� I 5- 1 IE 57
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<br />///`` 8` "5"E 573 33 (W)
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<br />N88"4142'W
<br />20. 00'
<br />FOUND 5/8- REBAR & CAP
<br />STAMPED *WI 16916'
<br />O3'Sx0.3'E OF CORNER
<br />8/03/1013
<br />00598700000803 s�
<br />FOUND 5/8- REBAR & CAP
<br />STAMPED "WEI 15916"
<br />0. 2'SxO IE OF CORNER
<br />8 07 2018
<br />CB (12140)
<br />RIM 573.02
<br />8" PVC IE 57L52 (E)✓
<br />00598700000701
<br />CB (BIN 18)
<br />RIM 573.58
<br />8' CONC IE 177. 72 (5)
<br />8' CONC IE 571.59 (N)
<br />8` PVC IE 571.52 (W)-
<br />FOUND 5/8- REBAR & CAP
<br />STAMPED "WEI 16916"
<br />0.3'3x0.2E OF CORNER
<br />8/02/2018 /
<br />NO
<br />PARKING' J
<br />UTILITY
<br />VAULTS
<br />CHAIN LINK FENCE
<br />CROSSES LINE
<br />FOUND 5/3" REBAR &CAP /
<br />STAMPED 'WEI 16916'
<br />0.2E OF CORNER
<br />8/02/2018
<br />VAU_T
<br />by Ce (11819)
<br />RIM 575 9
<br />8 UI IE 57369 (W)
<br />L3 --
<br />o
<br />54°(11046).,
<br />W
<br />I IE 5 lff2.09 4 ;5' WATERLINE ESMT.
<br />DI c 57209 NW}-- RIC NO 0081104041
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<br />.18' CPP IE -57280 (5) SPEED � /x IO'CPP IE.57280.(,V)... SPEED_-BUMPSI
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<br />E8 (11980)
<br />IOb RIM 574.34 CURB IN (DISREPAIR
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<br />12P
<br />'S, 5'M , 6"M
<br />"THANK YOU"
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<br />`� Nr RIM =' 559.06 -
<br />/ RIM 558.91,
<br />8" DI IE 55735 (W) 87'01 IE 556.86 (4
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<br />APPROXIMATE COG T
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<br />-. 8' DI IE 556.15 (N)
<br />7
<br />' I2 DI IF 555.06 (S)-
<br />"N' 5
<br />3 \ \
<br />.D17IVE-THRU' 1 �-
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<br />Il_f�-\ \riMV 1
<br />IOIA / W •�
<br />'D INAGPRIVIE SHARED 10'M
<br />DRAINAGE $WALE i \
<br />k 67 1 I PER REC NO. 100012t25onl ,,,y
<br />�,/✓��� /// PER EEO
<br />\\
<br />.-�
<br />REC NO, 506D80J33
<br />CB (110101)
<br />RIM 50.40
<br />'--
<br />6- CONC IE 1549.3 (E)
<br />CHANCES TO 8" UNDERGROUND
<br />CB (1.5C55f, TYPE It.
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<br />12` CONC IE 547.78 (NE)
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<br />• IJ
<br />C8 (15056) 1YP 54'
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<br />7
<br />CB 0136 2SC50700301500
<br />IM = 558,52
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<br />8 DI 56.48 (3)
<br />CB (1 2), TYPE I
<br />3-ni CULVERTS
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<br />IE 554.10
<br />CB (15086), TYP ROUND LID
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<br />3_"I CULVERTS
<br />8' CONIC IE 551,60
<br />12' CONC IE 551.25,(SE)
<br />IE 554,71
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<br />12' CONC IE 5517 (NW)
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<br />28050790301200
<br />SSMH (14100)
<br />/ CB ,16064 `! HANNEL IE 54d.87
<br />RIM = 55804 CB 43
<br />78 11
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<br />RIM 55702
<br />12- 01 IE 553.72 (SW)
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<br />CULVERTS
<br />3-Bbl CULVERii
<br />IE 554.39 7
<br />n N B (11J24) -.050 0030 00
<br />,P lIWY JUNCTION _r_ Q` RIM 558.76
<br />.AHF,AD' - _'7 / / 8' DI IE 556.85 (NE) S 16098
<br />411.1 W/ C OL STRUCTURE
<br />t 'A1 8M C4 6' DI IE 556.86 (W) RIM = 5 . 5
<br />JRB I _ CB /I,25 8' DI IE 556. N)
<br />'S4 RIM 5_3.98 UNABLE TO MEAL E
<br />/ UNABLE TO CONTROL STRUCNRt-
<br />SEARCHED % MEASURE I
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<br />0 9.81
<br />(W) ! -- / T/ 2 01RIM 5E 556.49 (SW)
<br />0 (EJ I C e, I/4145) 2' DI IE 556.37 (NE)
<br />CB (56169
<br />31A 8�A ATE ENTRA^,. RIM S6159
<br />t X111 107A = IT LONG IE 559.11 (E)
<br />RETAIL SEE m � 1
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<br />COLUMN SUPPORTS
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<br />\ REC. NO, Q306010427 BEN TRSNC -
<br />+kA':
<br />vi [Ti-
<br />SPF�'D-BWP' 71WY JUNCTION
<br />ELECTRIC RETAIL SIGN -AHEAD" • N56.51 47"W
<br />-CB (14143) SOLID ROUND LID
<br />RIM 56169
<br />'
<br />I2" DI IE 559 I8 (SW)
<br />72" 01 IE 559.14 (NE)
<br />/CB (56114) SOLID ROUND LID
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<br />- 28050700301300
<br />RIM 561.96
<br />j
<br />CB (14141) SOLID ROUND LID
<br />-
<br />CONC I W
<br />8E 558.79 ( )
<br />j
<br />RIM 564.7I
<br />D1 IE 5867 (NE)
<br />/
<br />- 366- '
<br />12' DI IE 561. 90 (SW)
<br />12" DI IE 558.39 (NE)
<br />12' DI IE 56t.d6 (NE)
<br />/
<br />SSMH 1
<br />(1438)
<br />RIM 6.2
<br />8- CONC (W-SW-NE)
<br />CTR CHANNEL IE 555.87
<br />CB (14137) SOLID ROUND LID /
<br />RIM 56719
<br />8" CONC I55418 (W)
<br />/
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<br />\
<br />7
<br />]2" 01 IE 563. 90 (NE) 7
<br />`CB (14136)
<br />RIM 56&93
<br />8- CONC IE 564.55 (E)
<br />CS (14IJ4) SOLID ROUND LID
<br />RIM 56&68
<br />12 DI IE 55S25 (SW)
<br />12' 01 IE 56S24 (NE)
<br />7 2 SNCC() COLUMN SUPPORTS 5.60• / CB (14131) SOLID ROUND UO
<br />--572 RIM 570.99
<br />ON..,RAMP12`01 IE 568.08 (SW)
<br />R.R. MULLEN W)�YL"B{�ILOlNG
<br />P RP T A 40.W ASE
<br />E U L VEENT 4E" NO I'll
<br />'it F:F ELEV 577.7'
<br />10 SEWER PIPELINE ESMT
<br />_-4 686
<br />-, ED BUMP
<br />?ELD BUTAPS-- -IUI
<br />TO LE silt NO. ESMT. 33 .1 0" CURB IS 0.3'-06' j 6
<br />REC. NO 981216069E /A CLFNC SOUM OF / pFNC J' /
<br />e CLFNC AREA OF RELINQUISHMENT SOUTHERLY LINE
<br />N0054'461E W/ BARB WIRE REC. NO 2046848FOUND 5/8" REBAR & CAP
<br />48.00 rl & W SiAMPEO 'WEE 16916"
<br />LOT 28
<br />_ CHAIN LINK FENCE O.INx0.2'E OF CORNE,4
<br />CROSSES LINE TOSLANO HALF ACRE GARDEN TRACTS 8/02/2018 f
<br />'COMCASr CONCRETE BLDG. VOL. it, PC. 10I
<br />" UTILITY VAULT HIGHWAY526 50MH(14127)
<br />o ' RISE 577.28
<br />FOUND 1/2' REBAR & CAP AREA ACQUIRED 3Y 12 01 IE 571.6E (SW)
<br />I STAMPED 'VG 29278 32434 35145" SUPERIOR CwIT CASE 12" DI IE 570.43 (NE)
<br />z ` GJN,,G 1 W OF CORNER NO.. 93014
<br />810212018
<br />12` DI IE 567.96 (NE)
<br />SSMH (14130) 28050700302000
<br />RIM 572.08
<br />8' CONIC
<br />(E-SW-NE)
<br />CTR CHANNEL
<br />(E-SW-NE)
<br />IE 565.86
<br />FOUND 5/8- REBAR & CAP
<br />STAMPED "WEI 16916"
<br />0.1 NX0.1'E OF CORNER
<br />810612013
<br />AREA OF ELECTRIC TRANSMISSION/
<br />DITRIBUTION LINE ESMT
<br />REC. NO. 9705290V, 1,
<br />CURB IS 0.5'
<br />SE OF EASTERLY
<br />0
<br />Z
<br />O o
<br />W �
<br />SURVEY DATA
<br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS
<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 THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH
<br />CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC 3
<br />MAP BY AXIS SURVEY AND MAPPING:
<br />BASIS OF BEARINGS Q z
<br />HELD A BEARING OF N 005446" E ALONG THE MONUMENTED WEST LINE FROM THE _I z
<br />SW CORNER TO THE WEST QUARTER OF SEC7ION 7-28-5. chi
<br />x
<br />DATUM
<br />HORIZONTAL DATUM: NAD •83191 PER SNOHOMISH COUNTY CONTROL POINT (WGS i
<br />SURVEY DATA WAREHOUSE) DESIGNATION: 2804J25, DATABASE ID: 20617 O OZ
<br />VERTICAL DATUM: NAVD 88 PER GPS 2011 SMARTNET NORTH AMERICA AS VERIFIED
<br />TO WSDOT CONTROL POINT GP31005-87 2
<br />ELEVA BON: 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 w a Z
<br />SEC7ION 7, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. IN SNOHOMISH COUNTY,
<br />WASHINGTON AND PORTION OF TOSLAND HALF ACRE GARDEN TRACTS, ACCORDING
<br />O
<br />TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 101, RECORDS z Cn
<br />OF SNOHOMISH COUNTY, WASHINGTON. Er
<br />REFERENCES O C-)1. CITY OF EVERETT BINDING SI7E PLAN NO. 113-00 BY KEGEL ENGINEERING
<br />ASSOCIATES, INC. RECORDING NO. 200012125001, RECORDS OF SNOHOMISH U C7
<br />COUNTY, WASHINGTON. V Z w
<br />2. TOSLAND HALF ACRE GARDEN TRACTS, RECORDED IN VOL. 101 OF PLATS PG.
<br />11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. m U) w
<br />EQUIPMENT NOTES O a
<br />PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD
<br />MEASURED U7ILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES V-• -
<br />USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT, MONUMENT POSITIONS THAT
<br />WERE NOT DIRECTLY OBSERVED USING CPS SURVEY TECHNIQUES WERE RED INTO
<br />THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE CUENT
<br />MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS
<br />THE STANDARDS SET BY WACS 332-130-0801090.
<br />DEVCO, INC
<br />NOTES 19000 NE 8TH STREET
<br />THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY SUITE1200
<br />MADE ON AUGUST 22, 2018 AND CAN ONLY BY CONSIDERED AS INDICATING THE BELLEVUE WA 98004
<br />GENERAL CONDITIONS EXISTING AT THAT TIME. (425) 453-9551
<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 />RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW
<br />BEST TO INTERPRET (HEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL C P H
<br />PROPERTY LINE DISPUTES.
<br />UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF
<br />EXIS77NG STRUCTURES. FIELD LOCATION OF UTIL171ES BASED ON LOCATOR PAINT
<br />MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CI7Y AND U7707Y CONS U LTA N TS
<br />DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER U77UTIES MAY
<br />EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY U7IUTY ROUTINGS Site Morrr v 5i*Eee6g
<br />AND THE ROU7ING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE Landscape /vehtec.re• Land theCorsuft
<br />UTILITY PURVEYOR AND EXPOSED IN AREAS CRI71CAL TO DESIGN FOR VERIFICATION. 11 1I31EEIMslteet
<br />fto d WA 9803E • (425) 2e52390
<br />Let South Wenoldw Avenue, Suite CS
<br />Wcrgtchee WA 990E • (5W) 2aTT11
<br />w w w.c Pec_u11onts com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />Know what's below. FIGURE 2
<br />0 50 100 Cal before you dig.
<br />PLAN IN FEET _
<br />
|