BLD2023-1060+Topography Plan+8.24.2023_1.24.22_PM+3745708v
LEGAL DESCRIPTION - NIESEL SITE - 18418 OLYMPIC VIEW DR
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THAT PORTION OF LOT 3, BLOCK 2, PLAT OF SEAHURST, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS,
PAGE 90 IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHEAST CORNER OF LOT 3,
THENCE NORTH 86°12'40" WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 140.95 FEET TO THE TRUE POINT OF
BEGINNING OF THE TRACT OF LAND HERIN DESCRIBED;
THENCE NORTH 17'22'22" EAST A DISTANCE OF 82.67 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 3,
THENCE NORTH 80°51'00" WEST, ALONG THE SAID NORTH LINE A DISTANCE OF 173.24 FEET TO THE NORTHWEST CORNER OF
SAID LOT 3, THENCE SOUTH 34"19'00" WEST, ALONG THE WEST LINE OF SAID LOT 3 A DISTANCE OF 112.08 FEET TO THE
SOUTHWEST CORNER OF SAID LOT 3, THENCE SOUTH 86"12'40" EAST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF
210.00 FEET TO THE TRUE POINT OF BEGINNING,
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL B:
AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER, ACROSS, THROUGH AND UPON THAT PORTION OF LOTS 3 AND
4, BLOCK 2, PLAT OF SEAHURST, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, INCLUSIVE IN
SHONOHISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3,
THENCE NORTH 15°51'00" EAST, ALONG THE EAST LINE OF SAID LOT 3 A DISTANCE OF 27.19 FEET TO THE POINT OF CURVE OF
A CURVE TO THE RIGHT HAVING A RADIUS OF 1462.69 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE
RIGHT AND CONSUMING A CENTRAL ANGLE OF 4"21'22" AND ARC DISTANCE OF 111.21 FEET TO THE NORTHEAST CORNER OF
SAI D LOT 4,
THENCE NORTH 7,V42'00" WEST, ALONG THE NORTH, LINE OF SAID LOT 4 A DISTANCE OF 162.65 FEET, THENCE SOUTH
17°22'22" WEST A DISTANCE OF 171.62 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SAID LOT 3,
THENCE SOUTH 86°12'40" EAST, ALONG SAID LINE A DISTANCE OF 25.72 FEET TO AN INTERSECTION WITH A CURVE HAVING A
RADIUS OF 20.00 FEET, FROM WHICH INTERSECTION THE RADIUS POINT OF SAID CURVE BEARS SOUTH 72°37'38" EAST,
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, BEING A CURVE TO THE RIGHT AND CONSUMING A CENTRAL ANGLE OF
90'00'00" AN ARC DISTANCE OF 31.42 FEET,
THENCE NORTH 17°22'22" EAST A DISTANCE OF 20.00 TO AN INTERSECTION WITH A CURVE HAVING A RADIUS OF 20.00 FEET,
FROM WHICH INTERSECTS THE RADIUS POINT OF SAID CURVE BEARS NORTH 17'22'22" EAST,
THENCE WESTERLY ALONG THE ARC OF THE LATTER SAID CURVE, BEING A CURVE TO THE RIGHT AND CONSUMING A CENTRAL
ANGLE OF 90°00'00" AN ARC DISTANCE 31.42 FEET, THENCE NORTH 17'22'22" EAST A DISTANCE OF 62.17 FEET TO THE POINT
OF CURVE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET,\THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE TO THE RIGHT AND CONSUMING A CENTRAL ANGLE OF 87'55'38" A DISTANCE OF 30.69 FEET,
THENCE SOUTH 74°42'00" EAST A DISTANCE OF 55.33 FEET TO THE POINT OF CURVE OF A CURVE TO THE RIGHT HAVING A
DISTANCE OF 20.00 FEET,
THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT AND CONSUMING A CENTRAL ANGLE OF 82'04'11" A
DISTANCE OF 23.65 FEET,
THENCE SOUTH 7°22'11" WEST A DISTANCE OF 101.96 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SAID LOT 3,
THENCE SOUTH 89°12'40" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 25 FEET TO THE POINT OF BEGINNING
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LEGAL DESCRIPTION - RODRIGUEZ SITE - 18500 OLYMPIC VIEW AV
LOT 2, BLOCK 2, PLAT OF SEAHURST, ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 9 OF PLATS, PAGE 90, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2,
THENCE NORTH 89*42' EAST, ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE
OF 246.23 FEET TO THE TRUE POINT OF BEGINNING,
THENCE NORTH 10'13'03" EAST, A DISTANCE OF 78.70 FEET TO AN INTERSECTION
WITH THE NORTH LINE OF SAID LOT 2,
THENCE SOUTH 86'12'40" EAST ALONG SAID NORTH LINE, A DISTANCE OF 153.00
FEET TO THE NORTHEAST CORNER OF SAID LOT 2,
THENCE SOUTH 15*51'00" WEST A DISTANCE OF 69.20 FEET TO THE SOUTHEAST
CORNER OF SAID LOT 2,
THENCE SOUTH 89'42'00" WEST, ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE
OF 147.73 FEET TO THE TRUE POINT OF BEGINNING;
AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 2,
THENCE NORTH 89°42'00" EAST ALONG THE SOUTH LINE OF SAID LOT 2, A
DISTANCE OF 103.95 FEET,
THENCE NORTH 62°13'00" WEST A DISTANCE OF 69.00 FEET,
THENCE NORTH 75°43'44" WEST A DISTANCE OF 18.09 FEET TO A POINT ON THE
WESTERLY LINE OF LOT 2, 45.00 FEET NORTHEASTERLY OF THE SOUTHWEST CORNER
OF SAID LOT 2,
THENCE SOUTH 34'19'00" WEST, ALONG THE WESTERLY LINE, A DISTANCE OF 45.00
FEET TO THE POINT OF BEGINNING,
(ALSO KNOWN AS PARCEL 2 OF CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO.
S-946, RECORDED UNDER RECORDING NO. 9404180612);
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS SET FORTH IN
INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 1130646, 1130647, 1130648
AND 8301200195.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
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EASEMENT DIMENSIONS:
0
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/
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
C1
20.00
30.69
87°55 38
C2
20.00'
28.65'
82*04'11"
C3
20.00'
31.42'
90°00'00"
C4
20.00'
31.42'
90°00'00"
LINE
BEARING
DISTANCE
L20
S 72"51'59" E
162.65'
L21
N 19*12'23" E
171.62'
L22
N 19*12'23" E
20.00'
L23
N 19*12 23 E
62.17
L24
IN 72°51'59" W
55.33'
L25
IS 09*1212 W
101.96
L26
IS 87'22'39" E
25.00'
STRUCTURE MEASUREMENTS
CB-1
TYP.
1 STD. LID.
RIM
= 109.76
12"
CONC. E = 108.51
4"
PVC N = 108.61
12"
CONC. W = 108.06
CB-2
TYP.
2 2' DIA LID
RIM
= 94.46
4"
PVC S = 91.33
4"
PVC S = 90.86
4"
PVC S = 90.76
BOUNDARY DIMENSIONS:
LINE
BEARING
DISTANCE
L1
N 79*04'15" W
173.24'
L2
N 36"05'45" E
112.08'
L3
S 84°25'55" E
210.00'
L4
S 19"09'07" W
82.67'
L5
N 36'09'01" E
66.17'
L6
IN 73"53'43" W
18.09'
L7
N 60'22'59" W
68.55'
L8
N 88'22'52" W
142.68'
L9
S 12*03'14" W
78.70'
110
S 84°22'39" E
197.95'
30 0 30 60 90
Scale 1 " = 30'
MERIDIAN + DATUM
RTK GPS (NAD-83)
NAVD-88
VERTICAL BENCHMARK
WSDOT VERTICAL BENCHMARK:
DESIGNATION "JEFF RESET"
MONUMENT ID #6479
WSDOT BRASS DISK SET IN CONCRETE, SOUTH END OF
SIDEWALK WEST SIDE BRACKETTS LANDING PARK.
NAVD-88 EL = 12.95
EQUIPMENT & PROCEDURES
FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A
REFERENCE NETWORK AND A 3" ELECTRONIC TOTAL STATION WAS USED
FOR THIS FIELD TRAVERSE SURVEY.
SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED
BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES.
ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED
ACCORDING TO MANUFACTURES SPECIFICATIONS.
LEGEND:
BFNC BOARD FENCE
CB CATCH BASIN
CLFNC CHAIN LINK FENCE
DL DRIP LINE
EJB ELECTRICAL JUNCTION BOX
EA EDGE ASPHALT
FEC FACE OF EXTRUDED CURB
FVC FACE OF VERTICAL CURB
GM GAS METER
GV GAS VALVE
IE INVERT ELEVATION
PM POWER METER
PTL POWER POLE W/XFMR&LIGHT
SDMH STORM DRAIN MANHOLE
SGN SIGN
SSMH SANITARY SEWER MANHOLE
TR TELEPHONE RISER
WM WATER METER
YD YARD DRAIN
D DECIDUOUS
F FIR
J JAPANESE MAPLE
ASPHALT HATCH FENCE LINE AS NOTED
GAS LINE
OVERHEAD POWER LINE
° CONCRETE HATCH UNDERGROUND POWER LINE
WATER LINE
DECK HATCH UNDERGROUND TELEPHONE LINE
000� ROCK WALL
GRAVEL HATCH
GENERAL NOTES
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE
EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS,
LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION
AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF
OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY
OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL
SHOULD BE VERIFIED BY A TRAINED ARBORIST.
4. THIS MAP WAS CREATED WITHOUT THE BENEFIT OF A TITLE REPORT.
ADDITIONAL EASEMENTS MAY, OR MAY NOT EXIST.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
6. THE BOUNDARY FOR THIS SURVEY WAS COMPUTED USING THE PLAT OF
SEAHURST, AS RECORDED IN VOLUME 9 OF PLATS, PAGE 90 AND SURVEY, AS
RECORDED UNDER RECORDING NUMBER 9510205005, ALL IN RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
7. THE PURPOSE OF THIS TOPOGRAPHY SURVEY IS TO AID IN THE DESIGN
ON THIS SITE.
8. THE CONTOURS SHOWN ARE FROM DIRECT FIELD OBSERVATIONS TO A
VERTICAL AND HORIZONTAL POSITIONAL ACCURACY OF ONE-HALF OF THE
STATED CONTOUR INTERVAL. LOCATIONS ARE FROM DIRECT AND INDIRECT FIELD
OBSERVATIONS. DIGITAL POINTS MAY, OR MAY NOT EXIST FOR SPECIFIC
ITEMS/LOCATIONS.
RECEIVED
Sep 15 2023
BLD2023-1060
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PARCEL NUMBERS: 005656002003000 & 00565600200202
SE1 /4, NE1 /4, SEC. 13, T. 27 N., R. 3 E., W.M.
CITY OF EDMONDS, WASHINGTON
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
8-15-23