|
PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M.
<br />SURVEY DATA
<br />CNOT13221
<br />OTOP13221
<br />TBLOCK
<br />TBLOCK-ec
<br />0
<br />U
<br />i
<br />Y
<br />0
<br />37
<br />I
<br />LOT 19
<br />INTERCITY G)1ROEN TRACTS
<br />VOL. 13,1 PAGE 43
<br />I
<br />SSMH (RECORDED)
<br />SEARCHED FOR
<br />NOT FOUND
<br />00480600701901
<br />12" GONG. CULVERT -\
<br />FOUND REBAR/CAP
<br />SIGN 'PRIVATE DRIVE" LS 12716" AT
<br />ASPHALT DRIVE CORNER
<br />- OP OP OHF&T OP _�- OP
<br />FOUND REBAR/CAP - _ - - _ _ \ N8705229'W 336.52' - OP
<br />y w w �� OP �� OP OHP&T OP OP-
<br />"LS 12716" 0.2(E) \ �- -
<br />OF CORNER _ OP OP -Di n
<br />LOT 20
<br />LY /� IN ERCITY GARDEN TRACTS /
<br />W W W W W \ VOL. 13, PAGE 43
<br />ol��-54-�
<br />- I /
<br />°" C
<br />00480600102001 it m m m m m v /
<br />/ 1\��\
<br />I w w w w w w w w w w _-- PARCEL A r / S
<br />Q i
<br />in 41,721 OF
<br />X
<br />W w W w w
<br />/1 I 00480600102000
<br />30" C� V - � A 52-
<br />S9 1 550-
<br />FOUND REBARICAP O I
<br />C1 716" 0.1'(E) OF i
<br />- - --CORNEER I L 1 w w w w \\ \\
<br />FOUN-} AR CAP
<br />S8752'32'E 16.394 \ w = I "WSI 16916 AT CORNER S875232+P40.04' - - -
<br />_ _ = _ _ FOUND IRON PIPE
<br />w \ FOUND BENT IRON PIPE C - FOOD FENCE
<br />CHAIN LINK FFNCF 0.1'(S) OF CORNER \ 0.1'(S) OF CORNER FOUND REBAR/cAP
<br />CORNER 0.7'(s) & 0 4'(W) END OF WOOD FENCE "G4 INC. 30450"
<br />OF PROP. CORNER x \ 0.2'(N) & 0.6'(E) OF 0.1'(W) OF CORNER
<br />� PROP. CORNER END OF WOOD FENCE
<br />a" F / 0.1'(N) & 0.7'(W) OF
<br />PROP. CORNER
<br />❑�� 22" F LOT 21 INTERCITY UNIT 7 GARDENS CONDO
<br />o / V
<br />INTERCITY GARDEN TRACTS 1 I A.F. #200605165002
<br />VOL. 13, PAGE 43 I / w ( \ N1 06'42', 124.01' INV. 12" PLASTIC
<br />NI PRARCd B I f EL-549.23'
<br />'� A I < I I
<br />00480600101902
<br />I
<br />I
<br />I
<br />I
<br />00480600101900
<br />m� WR M
<br />$
<br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLAN/METRIC INFORMATION SHOWN ON
<br />THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND
<br />REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY PACIFIC COAST
<br />CB RIM: 551.89'
<br />SURVEYS, INC. (PACIFIC COAST JOBI 21-2263), AS PROVIDED BY THE PROJECT
<br />12" CONC(N) IE-549.89'
<br />OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING
<br />12" CONC(S) IE=549.79'
<br />SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY PACIFIC COAST
<br />SURVEYS, INC.:
<br />LEGAL DESCRIPTION
<br />i INV. 12" GONG
<br />PARCEL A: (TAX ID 00480600102000)
<br />EL=549.9T
<br />LOT 20, INTERCITY GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF,
<br />RECORDED IN VOLUME 13, PAGE 43, RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON, LESS THE WEST 299 FEET THEREOF AS MEASURED ALONG THE
<br />NORTH LINE OF SAID LOT 20.
<br />INV. 12" CONC
<br />PARCEL B. (TAX ID 00480600102104)
<br />EL-549.7B'
<br />THE WEST 80 FEET OF THE EAST 320 FEET OF LOT 21, PLAT OF INTERCITY
<br />GARDEN TRACTS, RECORDED IN VOLUME 13, PAGE 43, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON.
<br />VERTICAL DATUM
<br />r12�"CONC(�N)
<br />NAVD 88
<br />FOUND DIVOT IN LEAD IN CONCRETE IN AN IRON CASE, DOWN 1.8, CENTERLINE
<br />OF 100TH ST SW, MATCHING CLOSELY TO DESCRIPTION FOUND ON WGS DATA
<br />SHEET #21725. VERTICAL ACCURACY <=0.16', CALCD IN 1995 BY SNOHOMISH
<br />52.21'
<br />COUNTY, DESIGNA71ON "PF01".
<br />IE-549.61'
<br />ELEV. = 544.54'
<br />12 CONC(S) IE=549.51
<br />CB (RECORD)
<br />12" CONC(N) RECORD
<br />12" CONC(S) RECORD
<br />❑ TS
<br />00 °d ❑ Ts
<br />f
<br />,�a
<br />I I
<br />00480600102109 Q w 9,9�7 SFw 22" F
<br />I I � I low
<br />00480600102109`Lo ` N
<br />0 4'506ZOp102104 00480600102102
<br />�-------- o w a -----
<br />v T 20 „F r�-------- �r MB I 1
<br />T' 15" F ROW OF FIR TREES 12" PE CULVERT
<br />\ ALL AT LEAST 0.9'(E) INV. 12" PLASTIC ('
<br />NN I' 22" F OF LINE EL=548.98'
<br />i I I
<br />---' 12" F
<br />/ FOUND REBARICAP UNIT 2
<br />FOUND IRON PIPE / 24" F "WSI 16 916 " AT INTERCITY GARDENS CONDO
<br />0.1'(S) & 0.1'(E) CORNER A.F. #200605165002
<br />SIGN "NO OUTLET"
<br />OF CORNER _ NV. 12" CONC. I 30' 30, CB RIM=551.76'
<br />S8752'35'E 80.01' - EL=545.76'
<br />MB -546- - - - - - - -� - -
<br />SD SD -- IS --- El RA --548- - - - - -� - - - - 72 CONC�CULVERT g� - - ____--
<br />DTTCFI 12 CULVERT CULVERT
<br />INV. 12" GONG.
<br />EL=544.55'
<br />ASPHALT ROADWAY
<br />I
<br />N 87°52'35" W 665.35' MEAS
<br />/ (N 88°09'JO" W 665.15' PLAT)
<br />do -
<br />d0 TG�SMH RlMdO546.61--
<br />PVC(W) INV=531.86'
<br />3_8" PVC(E) INV.=531.96'-
<br />- I W W W
<br />MMB- -548- -
<br />INV. 12 CONC- NV. 12 GONG.
<br />EL=54 99 EL-545.36'
<br />INV. 12" GONG
<br />SQ8 EL-545.30'
<br />CIS dO oS dO SD a � OHP&T dO
<br />INV. (RECORD)
<br />NOT FOUND
<br />1q"vv(p) W
<br />W W L W W
<br />-DITCH --
<br />100TH STREET SW
<br />0
<br />FOUND 2" BRASS DISC WITH
<br />PUNCH, IN CONC, IN CASE U
<br />482
<br />d0
<br />W
<br />DOWN 0.7' VISITED 1012020
<br />ADS �� Sn 4 - -
<br />-�-sad- �n _____
<br />- d0 CB RIM-549.72' CB RIM=551.03' �q SS S
<br />12" IRON(E) IE=546.62' 12" IRON(E) IE-548.J3'
<br />- W 12" IRON(W) IE=546.52' 12" IRON(W) IE=548.63'
<br />CB RIM=548.33
<br />IE 12" IRON(E) 548,78'
<br />IE 12" IRON(W) 548.7B'
<br />12" CONC(N) IE=548.66'
<br />12" CONC(W) IE=548.56'
<br />FOUND 2" BRASS DISC
<br />WITH PUNCH, IN CASE
<br />DOWN 0.8', VISITED 1012020
<br />SSMH RIM=551.91'
<br />8" PVC(N)
<br />INV=533.71'
<br />8" PVC(E)
<br />INV=533.71'
<br />8" PVC(SE)
<br />INV=533.71
<br />8" PVC(W)
<br />INV=533.61'
<br />BASIS OF BEARING
<br />THE MONUMENTED CENTERLINE OF 100TH STREET SOUTHWEST, AS THE BEARING
<br />OF NORTH 875235" WEST, BETWEEN THE SOUTH 4 OF SECTION 14 AND THE
<br />INTERSECTION WITH 187H AVENUE WEST.
<br />EQUIPMENT & PROCEDURES
<br />METHOD OF SURVEY.• SURVEY PERFORMED BY FIELD TRAVERSE
<br />INSTRUMENTATION: LEICA TS16 ROBOTIC ELECTRONIC TOTAL STA71ON
<br />PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
<br />SURVEY REFERENCES
<br />(PLAT) PLAT OF INTERCITY GARDEN TRACTS AS RECORDED ON PAGE 43,
<br />VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. FIELD
<br />OCTOBER 2, 1950.
<br />(R1) INTERCITY HARDENS RECORD OF CONDOMINIUM SURVEY AND PLANS BY
<br />GROUP FOUR, INC., A.F. #200605165002
<br />NOTES
<br />1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
<br />WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
<br />UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE
<br />LAND SURVEYOR OF RECORD.
<br />2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED
<br />LOCATIONS OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP
<br />IS EXPRESSED OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE
<br />BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL
<br />EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION WHICH MAY
<br />ENCUMBER TITLE OR USE OF SUBJECT PROPERTY.
<br />t
<br />0 20 40
<br />PLAN IN FEET
<br />Copyright ® 2024 CPH Consultants, LLC. All Rights Reserve
<br />a
<br />z
<br />Y
<br />3
<br />0
<br />3
<br />(n
<br />U
<br />¢
<br />00
<br />0
<br />LU
<br />Of
<br />a
<br />w
<br />c�'
<br />m
<br />a
<br />z
<br />z
<br />5
<br />-41 rsS=.;rG.
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PEA
<br />A FIELD SURVEY PERFORMED
<br />BY PACIFIC COAST SURVEYS,
<br />INC. AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
<br />z
<br />O
<br />z
<br />z
<br />2
<br />z
<br />z
<br />0
<br />U
<br />x
<br />2
<br />0
<br />x
<br />0
<br />z
<br />to
<br />W
<br />�
<br />a
<br />z
<br />Y
<br />ra
<br />Z
<br />O
<br />O
<br />0
<br />Z
<br />m
<br />w
<br />WILL
<br />00
<br />U
<br />CLIENT
<br />PACIFIC RIDGE HOMES
<br />17921 BOTHELL-EVERETT HWY
<br />SUITE 100
<br />BOTHELL, WA 98012
<br />PHONE: (425)438-8444
<br />CPH
<br />CONSULTANTS
<br />Site Planning , Civil Engineering
<br />Landscape Architecture - Land Use Consulting
<br />11321-B NE 1201h Street
<br />Krkland, WA 98034 - )4251285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 -(509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT NO.
<br />0132-21-026
<br />DRAWING
<br />C0.10
<br />SHEET 3 OF 30
<br />
|