|
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />15.
<br />rwhet%below.
<br />:all before you
<br />CB T2 48" (#4018) SDMH (#4019)
<br />RIM 569.54 RIM 569.05 28050700300400
<br />8" PVC IE 566.08 ESE 12" GONG IF 561.21 (SE) FOUND LD & TK IN CB (#1300) FOUND LD & TK W/ WASHER
<br />8" CONIE 566622(S) "STOP" CONCRETE MONUMENT IN CASE RIM 569.42 "LEFT LANE STRAIGHT & LEFT" 28050700300600 STAMPED 'K 11033"
<br />J IF 566.22
<br />(SW) 0.4' BELOW GRADE 4" PVC IE 567.78 (S) 23'N OF LINE
<br />12" CON IE 566.05 (E) EF "79TH PL SE" 0. IS OF LINE 4" PVC IE 567.44 (5) "RIGHT LANE RIGHT ONLY" 810312018
<br />12" CON IE 566. 14 (NW) O BEVERLY LN" 8/07/2018 6" PVC IF 567.56 (E) FOUND 518" REBAR NO CAP AREA CONVEYED PER
<br />C 1199 8" PVC IF 567.24 W QUIT CLAIM DEED
<br />(# ) 810,312018 x .2 of CORNER
<br />REC. No. lsszsso
<br />SI' CONC 3E 566.95 N) a "BUS STOP"
<br />W BENCH 79TH PLACE SOUTHEAST
<br />o L=325 - - MCDONALDs""
<br />.0
<br />2 R=3 .00' 'THANK YOU""
<br />"NO PARKING" 9�TH PL SE
<br />d=6 M9'D6" ``�' iB `" c c (PUBLIC ROAD' d.,
<br />_ /
<br />/. I
<br />.. RIM 55/ RIM 558.91,i 06
<br />CB (#4017) IF557.35 (W) 161 IE 556.86
<br />RIM 570.14
<br />12" CONC IE .69 i
<br />..
<br />FOUND LD & TK W/ WASHER
<br />STAMPED IN 12716'
<br />3'N 3.OF LINE
<br />810312018
<br />CM 550.
<br />B (#5012)
<br />6B CONC 6IF 549.4 E
<br />r_
<br />12 GONG IE 567.54 (N) 12"F , ' .; _ "'X-WA GA_S - - - _ _ __ �_� - - •® '
<br />12" CORO IF 567.50 S .... "�cgRa IC 8 I
<br />50' 4"F CB (#4054) SCHOOL ZONE' B 12 6 y� r -
<br />CB (#4016) RIM 570.034) 20 MPH WHEN PRESENT' �.. L ... \ \ 2) I' ONC i
<br />RIM 569.98 ' t,.. 8" CORO IE 567.35 (N) : \ f �. i ASE �Q.. CB (#1254) s B" DI IF 557 74 E
<br />12" CONC IE 567.94 (E) 6'Cy. 12 CONC IF 567.38 W 'QU rl100R.RETAIL, \s (�
<br />12" CONC IF 567.88 (S) RIM 570.24 O SPADE ._wr..\ McDONALDS \ \
<br />4" PVC IF 567.14 (N) SONC. BLt,?CX Y� UO APPROXIMATE LOCATION
<br />-� B" PVC IF 566.14 (E, S & WNW) FOUND LD & TK IN s
<br />C,OLUivfN &.,STEEL�L. 10' GAS LINE ESMT.
<br />/ a ..
<br />CONCRETE MONUMENT IN CASE Oe I . 8"C FOUND 5/8" REBAR & CAP .": , PFNGE, 12"M. \' \OI. REC. 0293
<br />S4' BELOW GRADE /.. STAMPED "WEI 16916" \ \ R C NO 20010306 CON C°
<br />/2018 07 8 / I D. i "S OF CORNER
<br />810,312018 e e e
<br />Q /i2'M 1'wrFu M \ \ �
<br />SU
<br />OD598700DO1600 / O / 8, 8' REC NO 9306Q10427.. 1 8IDI IF 56.40 (E) W S EL G TE E. .l WTEL ED
<br />DI. IF 556.48 (W) �� PAR EL i CULV.92"DI IE.=. S 5.79' / ',-
<br />SIjiE \10M 'M 0 A S"
<br />ENTRANCE CONC RAMP W/ �„
<br />CB (#4001) SLOT DRAIN _ 7 FOUND 5/8" REBAR & CAP i & 2 STORY STEEL HANDRAIL 8 I " EL 0 �80507D0 690o CULV 8'DI IE=SS 5. 74' O
<br />RIM 569.88 Q ; - • .'8:: /
<br />6" DI SLEEVE IE 569.07 (N) O T STAMPED "WEI 76916' RETAIL BUILDING \ F N 5 E R P ) T W#697
<br />S
<br />0.2S OF CORNER € UD /�8/03/2018 LOWER F.F. ELEv \..p 05'sxo`5'E of coRNER o
<br />INDING SITE PLAN NO 03-D0 /
<br />00598700001500 576.1' , \ RECI NO. 200012125 07....8 03 �DiB Z � 8 DI IE 55 (5 S /
<br />PARCE(2 P / / s CIE 55fi$ (E)
<br />7 CONC RAMP W c
<br />/ I � w� i2" DI IF s5s Os s
<br />2805070030100D
<br />AREA CONVEYED PER DEED \
<br />REC. NO. 9506280333
<br />CB (#10101)
<br />RIM 550.40
<br />6" CONC IF ±549.3 (E)
<br />CHANGES TO B" UNDERGROUND
<br />CB (#5065), TYPE IF
<br />RIM 551.58
<br />8' CORO IE 547.98 (SW)
<br />12" CONC IE 547.78 (NE)
<br />12"" CONC IE 547.78 (SW) 28050700306600
<br />r
<br />B(#5056),TYP 54"
<br />M55472
<br />CONCIE 55T92 (W)
<br />2" GONG IE 551.92 (SW)
<br />12" CONC IE 551.92 (SE)
<br />CB (#5082), TYPE 7 ROUND LID
<br />RIM 553.23
<br />12" CONC IF 549.13 (NW)
<br />12" CONC IF 549.53 (SW)
<br />12" GONG IE 549.33 (NE)
<br />JLV 12"CONC S IF = 552,48'
<br />-CB #6186 28050700301500
<br />M = 55s. 52
<br />8 IE 556.61 (NW)
<br />8" DI 556.48 (S)
<br />CB (# 2), TYPE 1
<br />RIM 553.9
<br />AREA CONVEYED P
<br />QUIT CLAIM DEED
<br />I
<br />I
<br />/
<br />�• IF 3 854.12 CULVERTS
<br />STEEL HANDRAIL L'• 6M.. I O \ 8" CONC IF 5 7 (E)
<br />REC. N0. 1862950
<br />I
<br />12 PL
<br />Bill 1 I \ • IF 554.10 CB (#5086), TYPE ROUND LID
<br />�• IF 55415 RIM 554.24
<br />/
<br />8'M 8" CONC IF 551. 60
<br />MO6ONALDS 3-s'DI CULVERTS
<br />\ 12" GONG IF 551.25 SE)
<br />,.
<br />/ ^M/ I VE THRU" IE 554.71 12" CONC IF 55L2 (NW)
<br />AREA CONVEYED PER
<br />QUIT CLAIM DEED
<br />REC. N0.
<br />i
<br />\
<br />/ �' CURB IN a IE 554.63
<br />( �4' DISREPAIR *,"ROAD WORK IE 554.63 2BO50700JO7200
<br />748386&748387 l l `SSMH
<br />SITE \
<br />00598700001401 '� 70,�L . \ )AHEAD" ENTRAb ® RIM 555.86 0)
<br />CB (#2152) � SPEED BUMP l 10, \� CT CO FLANNEL NS (SW NE)
<br />AN
<br />RIM 571.69 � \ \ 10'M CB #6064
<br />8" PVC IE 570.60 (E) II 8"M \. \ \ \,.\ ^M RIM = 558.04 CB 43
<br />\ `� \ 1 .M 8" DI IE 556.22 (S) RIM = .50
<br />GUY WIRE " I 0' R A A D
<br />10'M 8" DI IF 55 0 (N)
<br />I bRAINAGE SWALE �� 8"DI IF 556.12 (W)
<br />6"M PER REC. NO. 200012L 01 AD s" DI IF sss.s w)
<br />�0
<br />% I CB (#4104) SOLID ROUND LID
<br />' WATER / 0 �O �` 0 RIM 557.02
<br />c� VAULT I 'M 7 M `ate 12" DI IE 553.72 (S W)
<br />00598700001300 � I ) 12" DI IE 553.59 (NE)
<br />"M. I 8,,. / 3 8"DI CULVERTS
<br />�IC ' �. \ �� CB IE 554.39 2BD50700JDIIDO
<br />„H Y. JUNCTIONAD
<br />V[� RIM (sss2�s)
<br />465,59 '' '' .. \0 :. 8" DI IF 556.86 (NE) W/ CO ROL STRUCTURE
<br />M \1 6 DI IF 556.86 (W)
<br />W., I 05' TALL \ \`\.... 8\\..... CB 1325 RIM = 55 5
<br />Z. I CONC BUMPER CURB I „M ,\ \ RIM 558.98 8" DI IF 556 (N)
<br />UNABLE TO UNABLE TO MEA E
<br />CB (#2389) 1 SEARCHED MEASURE CONTROL STRUCTUR
<br />00598700007207 i• ' h RIM 57280 / I 1 NO CULVERT FOUND
<br />J / 6" PVC IF 567.90 (S) I I \ CB (#4150) SOLID ROUND LID
<br />SPEED BUMP 8" PVC IF 567s0 (W) I \ CURB /N 12" IS IERIM 8556.49 (SW)
<br />� 2Q IN DISREPAIR 1 & 2 STORY 8" PVC IF 567.90 (E) DISLER 11 / CB 4145 12 DI IE 556.37 (NE)
<br />RETAIL BUILDING ,M (# )
<br />m 12 11 a" \ g"MhTE ENTRANCE -
<br />RIM 561.69
<br />.;. LOWER F.F. ELEv 10'M 1 B" CONS IE 559.11 (E)
<br />OP 576. 1'
<br />\ CB (#4143) SOLID ROUND LID
<br />• INCINERATOR & N / RIM I IF 5
<br />�, RETAIL sIC1v � \1cv� 12" DI IF 559.18 (SW)
<br />00598700001101 I Oq EXHAUST STACK 6„M "' 2 7'x"7 STEEL ,l x 12" DI IE 559.74 (NE)
<br />5 ' CO UMN SUPPORTS / / 280507DO301300
<br />CB (#1167) SS i0"
<br />CB (#2147) RIM 573.67 VAULT ' s M CB (#4141) SOLID ROUND LID
<br />RIM 572.27 1 8" PVC IF 571.55 (W) 2.6' DIA. OLD �sS Q O S c .M / - RIM 564.71
<br />8" PVC IE 570.8s (E) V., CONE LIGHT BASE i 12" DI IE 561.90 (SW)
<br />"HW CB (#2131) 6'M 4U RIM 571.52
<br />12" DI IF 561.86 (NE)
<br />8" PVC IF 570.87 I \ FULL OF HUMAN WASTE 0.6' TALL I \ V HWY JUNCTION SSMH (#4138) ( -
<br />w f - W SW -NE)
<br />CONC BUMPER CURB HEAD" \ RIM 566.28
<br />oos9s700001003 ca (#1988) - - \\ B" CARS
<br />. PST RIM 24 M ` �®
<br />ON (#1122) I ��T s" DI IE IE s73.os (E) ] crR CHANNEL IE sss.s7
<br />RIM 573.3P�DI
<br />7 8 D 8" IF 573.04 (S) _ „M 8 M
<br />6" PVC IF 571.76 (W)v Q CB (#1987) T 8M CB / (4137 SOLID ROUND LID
<br />RIM 567.19
<br />8" PVC IE 571.46 (E) O RIM 574.92 "M 15 WA ER N 8" CONC IF 564.18 (W)
<br />B" PVC IF 571.30 (S) 8" DI IE 573.20 (E) REC. NO. 9306427 ` ' -
<br />8" PVC IE 571T4 (r�- OP `I I 8" DI IF 573.14 (N) 8' ckw "RIDE SHARE" 12" DI IE 563.94 (S W)
<br />I 70" CPP IE 573.74 (S) 72" DI IE 563.90 (NE)
<br />CB (#2142) i B'HW 6 M 1CV '
<br />ce 1818
<br />RIM 572.75 I RIM (574.71 ' A 8 M IRV
<br />6" PVC IF 571.90 (E) 8" DI IE 573.33 (W) 8 �' CB (#4136)
<br />005987DOOD0907 WATER A.. LOT 25 8" DI IF 573.30 (E) SS. °SS `. RIM 566.93
<br />` SIT ` VAULT l CB 1879 75' WATERLINE ESMT \ 9 B" CONC IF 564.56 (E)
<br />N88'4142"W EN a E "wALGREENs" s1rE
<br />1 RIM 575.19 REC. N0. 9306010427 C�
<br />10.00 m 8" DI IF 573. 89 (W) ENTRANC CB (#4134) SOLID ROUND LID
<br />N88°41'42"W
<br />20.00'
<br />FOUND 5/8" REBAR & CAP
<br />STAMPED "WEI 16916"
<br />0.3'Sx0.3'E OF CORNER
<br />B10312018
<br />00598700000803
<br />FOUND 5/8" REBAR & CAP
<br />STAMPED "WEI 16916"
<br />A2'SxAi'E OF CORNER
<br />8/03/2018
<br />CB (#2140)
<br />RIM 573.02
<br />8" PVC IF 571.52 (E)�
<br />00598700000707
<br />CB (#I I18)
<br />RIM 573.58
<br />8" CORA IE 571.72 (S)
<br />8" GONG IF 571.59 (N)
<br />B" PVC IF 57L 52 (W)
<br />FOUND 5/8" REBAR & CAP
<br />STAMPED "WEI 16916"
<br />0 3'SxA2'E OF CORNER
<br />810212018
<br />'ND
<br />PARKING"
<br />UTI LI TY
<br />VAULTS
<br />CHAIN LINK FENCE
<br />CROSSES LINE
<br />FOUND 518" REBAR & CAP
<br />STAMPED "WEI 16916"
<br />0.2'E OF CORNER
<br />810212018
<br />/ N0054
<br />48.00-
<br />m�
<br />RIM 568.68
<br />Q. 12" DI 1E 565.26 (SW)
<br />T W ' / 12" DI IF 565.24 (NE)
<br />C W -cam SPEED -BUM 'HWY JUNCTION
<br />END 15' ELECTRIC R TAIL SIGN `AHEAD" \ \\ ,47V
<br />ATE / �- 2x2 STUCCO COLUMN SUPPORTS f OM(5703119 SOLID ROUND LID
<br />SDMH 54" i \
<br />IM 576.32� - A � � / 12" DI IE 568.08 (SW)
<br />- OP STA L CONC RAMP 7 T,ORY U, 12" DI IF 567.96 (NE)
<br />12" IS IF 15' ATERLINE ESMT• R R MULLEN W�2� y QUILDING 7
<br />REC:. 0 20081104041 PERPETUAL R.O.W/EASEMENT
<br />'< 12 DI JE REC. N0. 4182 RI MH 2.08 ) 28050700302000
<br />I B T2 84'" (#19 0 �. ELEV 577.T � // RIM 57208
<br />/ IM 576 11 O / 8" GONG (E-SW-NE)
<br />70' SEWER PIPELINE ESMT.
<br />/X CPR I SPEED BUMPS REC. NO, 2297684 J CTR CHANNEL IF 565.86
<br />70" CPR I
<br />0" CPP IE 572. 9 (W) LOT 27 CONC RAMP / IP FOUND 518" REBAR & CAP
<br />J r'x8" o PST ' �... 0 0 STAMPED "WEI 16916"
<br />B (#1980) CURB
<br />0. 7'Nx0. 1'E OF CORNER
<br />M 574.84 CURB IN 'DISREPAIR B1061201B
<br />8'P $ SPEED BUMP-+
<br />"CPR .IE 573.14.(N) } � y
<br />D AREA OF ELECTRIC TRANSMISSION/
<br />721 i i I I SPEED BUMP - / DITRIBUTION LINE ESMT.
<br />P 2'P I6,I i 6„� REC. NO. 97052904
<br />3 '2
<br />7/ 7'
<br />TCI CABLEViSION INC.ESMT jai.1 B CLFNC CURB 1s o 3' o s' CLFN T
<br />REC. NO. 9812160691 SOUTH RL j.. CURB IS 0.5'
<br />6' CLFNC AREA OF RELINQUISHMENT SOUTHERLY LINE SE OF EASTERLY LINE
<br />W/ BARB WIRE REC. NO. 2046848 FOUND 518" REBAR & CAP
<br />N & W LOT 28 STAMPED "WEI 16916"
<br />CHAIN LINK FENCE 0.1'Nx0.2'E OF CORNER
<br />CROSSES LINE TOSLAND HALF ACRE GARDEN TRACTS 8/02/2018
<br />"COMCAST" CONCRETE BLDG. VOL. 11, PG. 101 SDMH (#4127)
<br />UTILITY VAULT HIGHWAY526 RIM 577.28
<br />FOUND 112" REBAR & CAP AREA ACQUIRED BY 12" DI IE 577.61 (SW)
<br />STAMPED '"MG 2927E 32434 35145 SUPERIOR COURT CASE 12" DI IF 570.43 (NE)
<br />0.3'NxO.7'W OF CORNER NO. 9JO14
<br />B10212018
<br />CB (#4144) SOLID ROUND LID
<br />RIM 561.96
<br />8" CORO IE 558.79 (W)
<br />12" DI IF 558.67 (SW)
<br />12" DI IF 558.39 (NE)
<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
<br />MAP BY AXIS SURVEY AND MAPPING:
<br />BASIS OF BEARINGS
<br />HELD A BEARING OF N 005446" E ALONG THE MONUMENTED WEST LINE FROM THE
<br />SW CORNER TO THE WEST QUARTER OF SECTION 7-28-5.
<br />DATUM
<br />HORIZONTAL DATUM: NAD '83191 PER SNOHOMISH COUNTY CONTROL POINT (WGS
<br />SURVEY DATA WAREHOUSE) DESIGNATION: 2804J25, DATABASE ID: 20617
<br />VERTICAL DATUM: NAVE) '88 PER GPS 2011 SMARTNET NORTH AMERICA AS VERIFIED
<br />TO WSDOT CONTROL POINT GP31005-87
<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 TOSLAND 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 />1. CITY OF EVERETT BINDING SITE PLAN NO. 113-00 BY KEGEL ENGINEERING
<br />ASSOCIATES, INC. RECORDING NO. 200012125001, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON.
<br />2. TOSLAND HALF ACRE GARDEN TRACTS, RECORDED IN VOL. 101 OF PLATS, PG.
<br />11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />EQUIPMENT NOTES
<br />PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD
<br />MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES
<br />USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT
<br />WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 71ED INTO
<br />THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE
<br />MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS
<br />THE STANDARDS SET BY WACS 332-130-0801090.
<br />NOTES
<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 />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 THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL
<br />PROPERTY LINE DISPUTES.
<br />UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF
<br />EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT
<br />MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY
<br />DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY
<br />EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS
<br />AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE
<br />UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION.
<br />N
<br />0 50 100
<br />PLAN IN FEET
<br />Copyright 0 2020 CPH Consultants, LLC. All Rights Reserved.
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<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE VIA 98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture - Land Use Consulting
<br />11321-B NE 1201h Street
<br />laddand, WA 98034' (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 ' (509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C0.10
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