BLD2021-0895+Topo Survey+7.12.2021_7.41.04_PM+2296443CATCH BASIN
RIM=345.48
12"RCP(E)IE-343.13
SSMH \
RIM=350.45 \
I E=342.15 \
I / /
\
Qg
I iVs� p, �'(M \ \ N89°06'41 "W(M) 26.00'(M)
Oo'W(p)�'IS) SS \ N89"52'18"E(P) 26.00'(P)
J ; SO \ Ss \
FOUND MONUMENT
3 SURFACE MTD BR.
I I I ��' i W/CUT CROSS
I /
d
GRAVEL
So
1 I °"�(p ss
SD
1 ■CV
� I /EDGE OF /GRAVEL
I o
3.93'IN SET REBAR &c CAP
LS 31976 ro 5.52 (M)(P)
so
25' �-
SANIT�jIRY i '` �� BACK--Of-CURB 1.15'IN�
SEWER EkSEMENT
FOUND MONUMENT
SURFACE MTD BR.
W/CUT CROSS
SDMH
RIM=373.98
I ss
(W)IE-369.44
(N)IE=369.33
I
SET BRAT S DISK
`LS
/
31976
I
I
I
I
i
I
I I i i i I ,' i ' / -'' HANDICAP -/
a.
yJ
o
I /� ' \ -BACK OF CURB
I ro M
/ I 1� i
i 4.86'IN
v
Ld
Y a
I
Q I-
\\
\ /
I
_0OrO
\ \
I II AV
N Z O
1 I 1\ \ \ V A I
cf)-
�I
LOT53A
I
\
I
I�
30
BSBL
20.00'
I \
9.10'IN W
N
I /
ROCK WALL i '' ROC/. WALL \\ CVNC.
li I 0.511IN 0.61'IIiJ 0.�4'IN
ONG.
11138'I1N i
LI
\
2.19'IN IN
a,
SET REBAR
& CAP
LS 31976
9.28C•
' aCO�a ,I B 8.19'\\
/sue /
ROCK WALL '
I I,
N89.06-41 "W(M) 130.00'(M)
N00'07'42"W(P) 130.00'(P)
I
I NOOSE
I _
I # �q.2 LOT 54 I
Ei�LD HILLS P�
l CL 31, IcG 46-49
cn
cn
SSMH I L=14.14',
RIM=377.22
E-366.97
SET RASS IbISK
LS 3 1
976
17'
CATCH BA IN
RIM=376.5
12"RCP IE 372.811
i
i
� 3
o
O
i o o
i O
i o 0
F N
"51 /a ^ CL
v
000 w
't4 �rnC'4
0000 I�
..•• Loa.
O
O O
z O
z
W N c�i>
o W
bz Z �
z J
Y
0
c I
SET RASS 91SK
LS 3 976
w
7'
G
rn
rn I
rn
co
E
GENERAL NOTES
1. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA VIVA
TS15 SMART POLE TOTAL STATION/RTK GPS.
2. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET
BY WAC 332-130-090. SURVEY WAS COMPLETED BY A FIELD
TRAVERSE.
3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS -BUILT
PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND
UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY
EXIST ON THIS SITE.
4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS
OTHERWISE NOTED.
5. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY.
6. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL
AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD
BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION
OF TREE SPECIES AND HEALTH.
PROJECT INFORMATION
SURVEYOR:
PLOG ENGINEERING, PLLC
P.O. BOX 412
RAVENSDALE, WA 98051
PH.: (206) 420-7130
PROPERTY OWNER:
SUE KING
129 SKYLINE DR
EDMONDS, WA 98020
TAX PARCEL NUMBER:
00423000005300
PROJECT ADDRESS:
129 SKYLINE DR
EDMONDS, WA 98020
PARCEL AREA:
14,127 S.F. (0.324 ACRES t)
AS SURVEYED
REFERENCE SURVEYS
P1 - PLAT OF EMERALD HILLS, VOL 31, PGS 46-49
R1 - AF# 201808015012
R2 - AF# 200610125237
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK
GPS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO
1/2 THE CONTOUR INTERVAL OR f 1.0' FOR THIS PROJECT.
.EGAL DESCRIPTION
.OT 53, OF EMERALD HILLS, ACCORDING TO THE PLAT THEREOF RECORDED It
/OLUME 31 OF PLATS, PAGES 46-49, RECORDS OF SNOHOMISH COUNTY
VASHINGTON.
3ITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
10RIZONTAL DATUM & BASIS OF BEARINGS
3EARINGS AND COORDINATES USED FOR THIS SURVEY ARE BASED ON THE
JORTH AMERICAN DATUM OF 1983 (NAD83) WASHINGTON NORTH ZONE AND
VERE ESTABLISHED USING RTK GPS UTILIZING THE SMARTNET REFERENCE
JETWORK.
ABBREVIATION LEGEND 1
MON = MONUMENT
DN = DOWN
SP = SHORT PLAT
BLA = BOUNDARY LINE ADJUSTMENT
DBH = DIAMETER AT BREAST HEIGHT (FT)
DLR = DRIP LINE RADIUS (FT)
APN = ASSESSORS PARCEL NUMBER
AF# = AUDITOR'S FILE NUMBER
M) = AS MEASURED
JC� = AS CALCULATED
P= PER PLAT
D = PER DEED
R#) = PER REFERENCE SURVEY
INDEXING INFORMATION
NE 1/4, SE 1/4
SECTION 26
TOWNSHIP 27 NORTH
RANGE 3 EAST
WILLAMETTE MERIDIAN
KING COUNTY
PLOD
GRAPHIC SCALE
5 0 5 10 20
1 INCH = 10 FEET
SYMBOL
LEGEND
MONUMENT AS NOTED
NW NE
SECTION CORNER
SW u SE
C�
QUARTER SECTION CORNER
2
0
FOUND REBAR AS NOTED
SET REBAR AND CAP LS 31976
®
FOUND SURFACE MARKER/DISK
®
SET SURFACE MARKER/DISK LS 31976
OSEWER
MAINTENANCE HOLE
®
SEPTIC MAINTENANCE HOLE
®
SEWER CLEAN OUT
-SS-SEWER
LINE
STORM DRAIN MAINTENANCE HOLE
CATCH BASIN (TYPE 2)
❑®
CATCH BASIN (TYPE 1)
®
STORM DRAIN CLEAN OUT
!,
ROUND YARD DRAIN
®
SQUARE YARD DRAIN
-SD-STORM
DRAIN LINE
WATER MAINTENANCE HOLE
M
WATER VALVE
WM
WATER METER
FH
®
FIRE HYDRANT
BLOW OFF VALVE
IRRIGATION VALVE/JUNCTION
- W -WATER
LINE
GV
0
GAS VALVE
E]GM
GAS METER
- G -GAS
LINE
❑�
CABLE RISER
■CTV
CABLE BOX
CABLE MAINTENANCE HOLE
FIBER OPTIC MAINTENANCE HOLE
TELEPHONE MAINTENANCE HOLE
TRAFFIC SIGNAL MAINTENANCE HOLE
®M
PAD MOUNTED TRANSFORMER
HAND HOLE
®
A/C COMPRESSOR
YARD LIGHT
POWER POLE
GUY WIRE
__-� STREET LIGHT
-OHU-OVERHEAD
UTILITIES (GENERAL/MIXED)
-OHE-OVERHEAD
ELECTRICAL
-OHC-OVERHEAD
CABLE
-OHT-OVERHEAD
TELEPHONE
-UGU-UNDERGROUND
UTILITIES (GENERAL/MIXED)
-UGE-UNDERGROUND
ELECTRICAL
-UGC-UNDERGROUND
CABLE
-UGT-UNDERGROUND
TELEPHONE
- FO -UNDERGROUND
FIBER OPTIC
o
BOLLARD
0
MAILBOX
SN
SIGN
�WF
WETLAND FLAG
SNAG
ogO
DECIDUOUS MULTI -TRUNK
0
DECIDUOUS
CONIFER MULTI -TRUNK
CONIFER
CATCH BASIN
RIM=345.48
12"RCP(E)IE=343.13
SSMH \
RIM=350.45 \
I E=342.15 \
i I i iss
I / /
OR
8'
( N61N�io S9 w(,y✓ \ \ N89°06'41 "W(M) 26.00'(M)
it I SD BO W(p))7�0830 \- ss \ N89`52'18"E(P) 26.00'(P)
gyp) \ice \
Jo
SD l \ SS \
FOUND MONUMENT
I I l i l
\
�
l�
-
a
a
SURFACE MTD BR.
W/CUT CROSS
GRAVEL 0SDo'I ss
(p) SD
■CV i / (P)
EDGSS
3.93'IN SET REBAR &' CAP sD 8
LS 31976 552'(M)(P)
I
s0
/ / I
/
25'
� I
I I 1(' SANITARY / BACK -Of -CURB 1.15'IN
II SEWER EASEMENT , \ /
I � / HANDICAP
In
o O HACK OF CURB
4.86'IN
aKiJ I \ \
< I I \ \
O M \ \
o I o Lo\ I \
z o
I z \ \
FOUND MONUMENT
"SURFACE MTD BR.
W/CUT CROSS
cn
D
M
7
3
.9,8
II
I II
I ss
W)IE=369.44
N)IE=369.33
� I SSMH
SET BRASS DISK RIM-377.22
LS 31976 IE-366.97
L=14.14, R=9.00'(M (P)
SR
/
2\
SET RASS IVISK
LS 3 976
17'
CATCH BA IN
RIM=376.5
12"RCP IE 372.811
cn
/
/
/
/
/
/
/
/
/
/
� 3
/
' O
/ W II / W
/ Il CL
/ o
o 0
/ o
N N
v
OIL
o w
000
i�
�.. L o
o 0
'v z 0
w � N
z
�rn 0
;moo
o Ld
o z Z�
/ Z
Y
(n
cf) I
SET RASS RISK
LS 3 976
17-
'
i�
rn
rn I
rn
GENERAL NOTES
1. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA VIVA
TS15 SMART POLE TOTAL STATION/RTK GPS.
2. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET
BY WAC 332-130-090. SURVEY WAS COMPLETED BY A FIELD
TRAVERSE.
3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS, UTILITY LOCATES BY THIRD PARTIES, AND AS -BUILT
PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND
UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY
EXIST ON THIS SITE.
4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS
OTHERWISE NOTED.
5. CONTOURS SHOWN ARE BASED ON A FIELD SURVEY.
6. TREE IDENTIFICATION WAS PERFORMED BY SURVEY FIELD PERSONNEL
AND SHOULD BE CONSIDERED A BEST GUESS. AN ARBORIST SHOULD
BE RELIED UPON FOR MORE ACCURATE AND DETAILED IDENTIFICATION
OF TREE SPECIES AND HEALTH.
PROJECT INFORMATION
SURVEYOR: PLOG ENGINEERING, PLLC
P.O. BOX 412
RAVENSDALE, WA 98051
PH.: (206) 420-7130
PROPERTY OWNER: SUE KING
129 SKYLINE DR
EDMONDS, WA 98020
TAX PARCEL NUMBER: 00423000005300
PROJECT ADDRESS: 129 SKYLINE DR
EDMONDS, WA 98020
PARCEL AREA: 14,127 S.F. (0.324 ACRES t)
AS SURVEYED
REFERENCE SURVEYS
P1 - PLAT OF EMERALD HILLS, VOL 31, PGS 46-49
R1 - AF# 201808015012
R2 - AF# 200610125237
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK
GPS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO
1/2 THE CONTOUR INTERVAL OR f 1.0' FOR THIS PROJECT.
_EGAL DESCRIPTION
_OT 53, OF EMERALD HILLS, ACCORDING TO THE PLAT THEREOF RECORDED II`
✓OLUME 31 OF PLATS, PAGES 46-49, RECORDS OF SNOHOMISH COUNTY
NASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
HORIZONTAL DATUM & BASIS OF BEARINGS
3EARINGS AND COORDINATES USED FOR THIS SURVEY ARE BASED ON THE
NORTH AMERICAN DATUM OF 1983 (NAD83) WASHINGTON NORTH ZONE AND
MERE ESTABLISHED USING RTK GPS UTILIZING THE SMARTNET REFERENCE
JETWORK.
ABBREVIATION LEGEND 1
MON = MONUMENT
DN = DOWN
SP = SHORT PLAT
BLA = BOUNDARY LINE ADJUSTMENT
DBH = DIAMETER AT BREAST HEIGHT (FT)
DLR = DRIP LINE RADIUS (FT)
APN = ASSESSORS PARCEL NUMBER
AF# = AUDITOR'S FILE NUMBER
M) = AS MEASURED
JC� = AS CALCULATED
P= PER PLAT
D = PER DEED
R#) = PER REFERENCE SURVEY
INDEXING INFORMATION
NE 1/4, SE 1/4
SECTION 26
TOWNSHIP 27 NORTH
RANGE 3 EAST
WILLAMETTE MERIDIAN
KING COUNTY
PLOD
GRAPHIC SCALE
5 0 5 10 20
1 INCH = 10 FEET
SYMBOL
LEGEND
MONUMENT AS NOTED
NW NE
SECTION CORNER
SW SE
L_�
QUARTER SECTION CORNER
2
0
FOUND REBAR AS NOTED
SET REBAR AND CAP LS 31976
®
FOUND SURFACE MARKER/DISK
®
SET SURFACE MARKER/DISK LS 31976
OSEWER
MAINTENANCE HOLE
®
SEPTIC MAINTENANCE HOLE
®
SEWER CLEAN OUT
—SS—SEWER
LINE
STORM DRAIN MAINTENANCE HOLE
OCATCH
BASIN (TYPE 2)
❑®
CATCH BASIN (TYPE 1)
®
STORM DRAIN CLEAN OUT
!,
ROUND YARD DRAIN
®
SQUARE YARD DRAIN
—SD—STORM
DRAIN LINE
WATER MAINTENANCE HOLE
M
WATER VALVE
WM
WATER METER
FH
®
FIRE HYDRANT
BLOW OFF VALVE
IRRIGATION VALVE/JUNCTION
— W —WATER
LINE
GV
0
GAS VALVE
E]GM
GAS METER
— G —GAS
LINE
❑�
CABLE RISER
■CTV
CABLE BOX
CABLE MAINTENANCE HOLE
FIBER OPTIC MAINTENANCE HOLE
TELEPHONE MAINTENANCE HOLE
TRAFFIC SIGNAL MAINTENANCE HOLE
®M
PAD MOUNTED TRANSFORMER
=
HAND HOLE
®
A/C COMPRESSOR
YARD LIGHT
POWER POLE
GUY WIRE
__—� STREET LIGHT
—OHU—OVERHEAD
UTILITIES (GENERAL/MIXED)
—OHE—OVERHEAD
ELECTRICAL
—OHC—OVERHEAD
CABLE
—OHT—OVERHEAD
TELEPHONE
—UGU—UNDERGROUND
UTILITIES (GENERAL/MIXED)
—UGE—UNDERGROUND
ELECTRICAL
—UGC—UNDERGROUND
CABLE
—UGT—UNDERGROUND
TELEPHONE
— FO —UNDERGROUND
FIBER OPTIC
o
BOLLARD
0
MAILBOX
SN
SIGN
�WF
WETLAND FLAG
SNAG
\O
DECIDUOUS MULTI -TRUNK
\
DECIDUOUS
CONIFER MULTI -TRUNK
\
CONIFER