HomeMy WebLinkAboutMAP_Site_Conditions_Map_v1NE 5th St
Re
d
m
o
n
d
A
v
e
N
E
Sh
e
l
t
o
n
A
v
e
N
E
Un
i
o
n
A
v
e
N
E
Pi
n
e
R
d
NE 1st StNE 1st St
Un
i
o
n
A
v
e
N
E
NE 4th St
SE 139th Pl
Ki
t
s
a
p
P
l
N
E
Rh
o
d
y
D
r
Du
v
a
l
l
A
v
e
N
E
14
7
t
h
A
v
e
S
E
Du
v
a
l
l
A
v
e
S
E
Alde
r
P
l
SE 3rd P
l
Gr
a
h
a
m
A
v
e
N
E
NE 2nd Pl NE 2nd Pl
NE 5th Pl
SE 4th Pl
NE 2nd Ln
Du
v
a
l
l
P
l
N
E
Va
s
h
o
n
P
l
N
E
Fi
e
l
d
P
l
N
E
Fi
e
l
d
P
l
N
E
Bre
m
e
r
t
o
n
P
l
N
E
NE 3rd St
NE
2
n
d
C
t
NE 6th StNE 6th St
NE 1st Ct NE 1st Ct
14
3
r
d
A
v
e
S
E
NE 3rd Pl
Ho
q
u
i
a
m
A
v
e
N
E
Ch
e
l
a
n
C
t
N
E
Re
n
t
o
n
T
e
c
h
A
c
R
d
NE 6th Pl
NE 8th St
NE 8th St
NE 6th Pl
Br
e
m
e
r
t
o
n
A
v
e
N
E
NE 3rd Ln
Il
w
a
c
o
P
l
N
E
Il
w
a
c
o
P
l
N
E
NE 8th St
NE 4th Pl
NE 2nd St NE 2nd St NE 2nd St
NE 2nd St
NE 8th St
NE 6th Ct
Il
w
a
c
o
A
v
e
N
E
Fi
r
D
r
Ho
q
u
i
a
m
P
l
N
E
NE 1st Pl
NE 1st Pl
C
h
e
l
a
n
A
v
e
S
E
Rosewood Dr
Il
w
a
c
o
P
l
S
E
14
7
t
h
P
l
S
E
Re
n
t
o
n
D
i
s
t
C
t
A
c
R
d
SE 1st Pl
NE 5th Ct
Ki
t
s
a
p
A
v
e
N
E
Ki
t
s
a
p
A
v
e
N
E
NE 7th St
NE 7th St
NE 6th St
Ol
y
m
p
i
a
A
v
e
N
E
NE 7th St
NE 7th St
NE 7th Pl
Ly
o
n
s
P
l
N
E
NE 7th Pl
Ly
o
n
s
A
v
e
S
E
Je
r
i
c
h
o
A
v
e
S
E
SE 3rd S
t
Fi
e
l
d
P
l
S
E
NE 9th St
Je
r
i
c
h
o
P
l
N
E
Mt
B
a
k
e
r
P
l
N
E
Laure
l
D
r
SE 4th St
SE 4th S
t
14
6
t
h
P
l
S
E
SE 2nd StSp
r
u
c
e
D
r
Ce
d
a
r
D
r
Qu
e
e
n
A
v
e
N
E
FOUND 1/2" REBAR WITH
CAP "CPC INC 22338",
0.1' BELOW GRADE
FOUND MAG NAIL WITH WASHER
"PLS 33658" IN BACK CONCRETE
WALKWAY
CITY OF RENTON MONUMENT NO. 1503
FOUND 1/8" BRASS PIN IN CONCRETE
MONUMENT IN CASE, 0.7' BELOW RIM
AT THE INTERSECTION OF NE 4TH ST &
UNION AVE NE
ELEVATION: 401.01
FOUND PUNCH IN 2" BRASS
SURFACE DISK STAMPED "CPC
LS 22338" AT THE
INTERSECTION OF WHITMAN
COURT NE & NE 4TH ST
FOUND PUNCHED 'X' IN 2"
BRASS SURFACE DISK STAMPED
LS 38965" IN CONCRETE 8"
CORE DRILL AT THE INTERSECTION
OF WHITMAN CT NE & VASHON CT
FOUND MAG NAIL WITH WASHER
STAMPED "PLS 33658" AT THE ℄
TOP OF CURB
FOUND 1/2" REBAR WITH CAP
"DURYEA LS 33658" AT GRADE
FOUND 1/2" REBAR WITH
CAP, ILLEGIBLE
FOUND NAIL
WITH WASHER
"PLS 33658"
APN. 9374000400
WHITMAN COURT
VOL. 273, PG(S) 19-25
50
'
55
'
52
'50
'
35'
35'
N
1
°
5
6
'
4
7
"
E
7
6
.
9
9
N 88°03'13" W 115.13 L2 L4
N
0
°
4
7
'
4
2
"
E
1
4
5
.
2
5
L7N 88°03'13" W 105.56
N
3
5
°
2
9
'
2
5
"
W
7
8
.
9
6
LOT 40
TAG TABLE
TAG #
C1
C2
C3
L1
L2
L3
L4
L5
L6
L7
L8
RADIUS
19.50
19.50
14.50
DIRECTION/Δ
12°51'06"
80°54'36"
61°08'45"
N 00°00'04" W
N 88°03'13" W
N 00°00'04" E
N 88°03'13" W
N 43°37'46" W
N 88°03'13" W
N 75°07'38" E
S 04°25'09" E
LENGTH
4.37
27.54
15.47
2.00
54.61
3.50
33.19
25.40
5.51
28.51
13.72
L1 L3 L
5
C1
L6
C2C3
L8
N 88°03'13" W 653.65(R1) 653.62(M)
N
0
°
4
7
'
4
2
"
E
3
8
5
.
7
3
(
R
1
)
3
8
5
.
7
8
(
M
)
23
1
.
5
5
15.66
N
0
°
5
7
'
2
1
"
E
2
6
4
9
.
9
3
(
R
1
)
2
6
4
9
.
9
7
(
M
)
FOUND 1/2" REBAR WITH CAP
"DURYEA LS 33658" AT GRADE
24
.
4
1
N
1
°
5
6
'
4
7
"
E
N 88°03'13" W
79.36
SE 128TH ST (KING CO)
NE 4TH ST (RENTON)
(PUBLIC)
WH
I
T
M
A
N
C
O
U
R
T
N
E
(P
U
B
L
I
C
)
VA
S
H
O
N
C
O
U
R
T
N
E
(P
R
I
V
A
T
E
)
UN
I
O
N
A
V
E
N
E
(P
U
B
L
I
C
)
PUBLIC/PRIVATE ROAD
SEPARATION LINE
9 10
16 15
FOUND MAG NAIL WITH WASHER
"PLS 33658" ON PROPERTY LINE,
0.3' NE OF CORNER (R2)
FOUND 1/2" REBAR WITH
CAP "DURYEA LS 33658"
FOUND 1/2" REBAR WITH CAP
"DURYEA LS 33658"
FOUND 1/2" REBAR WITH CAP
"DURYEA LS 33658"
SET 1/2" REBAR WITH
CAP
FOUND 1/2" REBAR WITH CAP
"DURYEA LS 33658"
CITY OF RENTON MONUMENT NO. 0478
FOUND 1/8" BRASS PIN IN CONCRETE
MONUMENT IN CASE AT THE INTERSECTION
OF UNION AVE SE & SE 2ND PL
16
15
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
1 2 3 4 5 6
RE
V
I
S
I
O
N
T
E
X
T
G
O
E
S
H
E
R
E
RE
V
I
S
I
O
N
#
P.
O
.
B
O
X
2
8
9
,
W
O
O
D
I
N
V
I
L
L
E
,
W
A
9
8
0
7
2
|
P
H
O
N
E
:
(
4
2
5
)
4
8
6
-
1
2
5
2
|
W
W
W
.
A
T
W
E
L
L
-
G
R
O
U
P
.
C
O
M
24131/24009655
VA
L
V
O
L
I
N
E
-
4
2
2
5
N
E
4
T
H
S
T
AL
T
A
/
N
S
P
S
L
A
N
D
T
I
T
L
E
S
U
R
V
E
Y
VA
L
V
O
L
I
N
E
,
I
N
C
.
10
0
V
A
L
V
O
L
I
N
E
W
A
Y
LE
X
I
N
G
T
O
N
,
K
Y
4
0
5
0
9
NW1/4 NW1/4 SEC. 15 TWP. 23 N., RGE. 5 E., W.M.
1 OF 1
ARB
CSB
SURVEYOR'S CERTIFICATE
TO VALVOLINE LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND FIDELITY NATIONAL TITLE INSURANCECOMPANY
THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITHTHE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLYESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b1), 8, 9,11(a), 11(b), 13, 14, 16, 17 & 18 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JANUARY 27, 2025.
DATE OF PLAT OR MAP: JANUARY 28, 2025
C. SHANE BARNES, PLS
CERTIFICATE NO. 35145
SBARNES@ATWELL-GROUP.COM
SITE
VICINITY MAP
1"=1,000'
LEGAL DESCRIPTION
LOT 40, WHITMAN COURT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 273 OF PLATS, PAGES
19 THROUGH 25, IN KING COUNTY, WASHINGTON.
SCHEDULE B PART II EXCEPTIONS
1.SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED GRANTED TO NORTHERN PACIFIC RAILROAD COMPANY FOR
MINERAL RIGHTS UNDER RECORDING NUMBER 192430. RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH
PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND
TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO
SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF
EXPLORING, DEVELOPING AND WORKING THE LAND.
THE COMPANY MAKES NO REPRESENTATIONS ABOUT THE PRESENT OWNERSHIP OF THESE RESERVED AND EXCEPTED INTERESTS.
NOTHING TO PLOT
2.SUBJECT TO CITY OF RENTON ORDINANCE NUMBER 4612 ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER
SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE
AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 9606210966. NOTHING TO PLOT.
3.SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, ETC., AS SET FORTH ON BOUNDARY LINE ADJUSTMENT UNDER RECORDING NUMBER
19990623900005. NOTHING TO PLOT.
4.SUBJECT TO AN EASEMENT GRANTED TO THE CITY OF RENTON FOR PUBLIC UTILITIES (INCLUDING WATER, WASTEWATER AND
SURFACE WATER) UNDER RECORDING NUMBER 20000418000708. PLOTTED.
5.SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, ETC., IF ANY, AS SET FORTH ON CITY OF RENTON SHORT PLAT NUMBER
LUA-02-129-SHPL, UNDER RECORDING NUMBER 20090409900002. NOTHING TO PLOT.
6.SUBJECT TO EASEMENT(S) GRANTED TO PUGET SOUND ENERGY, INC. FOR UTILITY SYSTEMS FOR GAS AND ELECTRICITY
UNDER RECORDING NUMBER 20150410000315. PLOTTED.
7.SUBJECT TO POST-DEVELOPMENT COST SHARING AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF
UNDER RECORDING NUMBER 20160201000521. NOT SURVEY RELATED.
8.SUBJECT TO AN EASEMENT GRANTED TO COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC FOR THE OPERATION,
MAINTENANCE, REMOVAL, ETC. OF BROADBAND COMMUNICATIONS SERVICES UNDER RECORDING NUMBER 20160210000426.
BLANKET EASEMENT, APPLIES TO ANY CABLE FACILITIES ON PARCEL.
9.SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, ETC., AS SET FORTH ON PLAT OF WHITMAN COURT UNDER RECORDING NUMBER
20160401000322 IN VOLUME 273 OF PLATS, PAGES 19 THROUGH 25. PLOTTED.
10.COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS, ETC., IF ANY, AS SET FORTH IN THE DOCUMENT UNDER RECORDING
NUMBER 20160401000323. MODIFICATION(S) OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS UNDER RECORDING NUMBERS
20170316001375 & 20190709000530. NOTHING TO PLOT.
11.SUBJECT TO ANY UNPAID ASSESSMENTS OR CHARGES AND LIABILITY TO FURTHER ASSESSMENTS OR CHARGES, FOR WHICH A
LIEN MAY HAVE ARISEN (OR MAY ARISE), ALL AS PROVIDED FOR IN INSTRUMENT SET FORTH BELOW:
IMPOSED BY WHITMAN COURT COMMUNITY ORGANIZATION, UNDER RECORDING NUMBER 20160401000323. NOT SURVEY RELATED.
12.SUBJECT TO AN ACKNOWLEDGEMENT OF MAINTENANCE RESPONSIBILITY, INCLUDING THE TERMS AND PROVISIONS THEREOF
AMONG LOZIER AT WHITMAN COURT, LLC; WASHINGTON FEDERAL, A NATIONAL ASSOCIATION AND WHITMAN COURT COMMUNITY
ORGANIZATION UNDER RECORDING NUMBER 0160720000967. NOT SURVEY RELATED.
13.SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
ENCROACHMENTS, DEDICATIONS, BUILDING SETBACK LINES, ETC., IF ANY, AS SET FORTH ON SURVEY UNDER RECORDING NUMBER
20170417900004. NOTHING TO PLOT.
SURVEYOR'S NOTES
1.ALL TITLE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT
NUMBER GLW2402053 (24002107-SC), DATED NOVEMBER 27, 2024 AT 8:00 A.M. ATWELL, LLC HAS CONDUCTED NO INDEPENDENT
TITLE RESEARCH, AND HAS RELIED WHOLLY ON THE TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS
SURVEY AND QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2.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. ALL CONTROL INDICATED AS "FOUND" WAS RECOVERED
FOR THIS PROJECT IN DECEMBER, 2024 UNLESS OTHERWISE NOTED.
TABLE A ALTA/NSPS NOTES
1.PROPERTY CORNERS MARKED IN THE FIELD BY 1/2" X 24" REBAR WITH YELLOW PLASTIC CAPS OR AS NOTED.
2.ADDRESS: 4225 NE 4TH ST, RENTON, WA. 98059
3.FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE
MAPS ("FIRM"):
MAP NO. 53033C0981G COMMUNITY NO. 530088, (CITY OF RENTON)
PANEL NO. 0981, SUFFIX G, EFFECTIVE AUGUST 19, 2020, KING COUNTY, WASHINGTON
4.GROSS PROPERTY AREA: ±31,865 SQ. FT.
5.THIS MAP SHOWS CONTOURS AT A 1' CONTOUR INTERVAL, AND ARE THE RESULT OF GROUND MAPPING. THE DATUM IS NAVD 88 AND
WAS DERIVED FROM GPS OBSERVATIONS.
6.ZONING DATA AND RESTRICTIONS SHOWN HEREON WERE OBTAINED FROM A ZONING SUMMARY REPORT PROVIDED BY NATIONAL DUE
DILIGENCE SERVICES, DATEDDECEMBER 23, 2024 UNDER PROJECT NUMBER: 2422612-54342.
ATWELL, LLC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION NOTED.
NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION, THIS FIRM IS NOT AN
EXPERT IN THE INTERPRETATION OF COMPLEX ZONING ORDINANCES, COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER
OF SAID INFORMATION IS URGED TO CONTACT THE LOCAL AGENCY DIRECTLY.
ZONING- (CA) COMMERCIAL ARTERIAL ZONE
SETBACKS-
-FRONT = 15/20 FEET*
-CORNER SIDE = 15/20 FEET*
-MINIMUM INTERIOR SIDE = NONE**
-MINIMUM REAR = NONE**
*MINIMUM/MAXIMUM
**15' IF LOT ABUTS A LOT ZONED RESIDENTIAL
HEIGHT RESTRICTIONS = 50 FEET MAXIMUM, NO MINIMUM STATED
MAXIMUM NUMBER OF STORIES = NONE STATED
AREA REQUIREMENTS-
-MINIMUM LOT AREA: 5,000 SQ FT
-MINIMUM LOT WIDTH (AT BUILDING LINE): NONE
-MINIMUM LOT FRONTAGE (AT RIGHT-OF-WAY): 10'
DENSITY REQUIREMENTS-
-MAXIMUM FLOOR AREA RATIO: NONE
-MAXIMUM DWELLING UNITS PER ACRE: 20 DU/ACRE
-MAXIMUM LOT COVERAGE BUILDING: 65%
-MAXIMUM IMPERVIOUS COVERAGE: NONE STATED
PARKING FORMULA: A MINIMUM AND MAXIMUM OF 2.5 PER 1,000 SQUARE FEET OF NET FLOOR AREA.
7.THERE ARE NO BUILDINGS ON THE DESCRIBED PROPERTY.
8.ALL SITE FEATURES ARE SHOWN ON THE MAP.
9.THERE ARE 0 STANDARD PARKING SPACES ON THE DESCRIBED PROPERTY.
11.UNDERGROUND UTILITIES ARE SHOWN PER OBSERVATION OF SURFACE EVIDENCE AND LOCATION OF THIRD PARTY UTILITY PAINT
LOCATION.
13.THE ADJACENT LAND OWNERS ARE SHOWN ON SHEET 2.
14.DISTANCE TO NEAREST INTERSECTION STREET SHOWN ON SHEET 2.
16.NO EVIDENCE OF RECENT CONSTRUCTION ACTIVITY OF ANY SORT WAS OBSERVED DURING THE COURSE OF THE SURVEY.
17.NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION.
18.NO DOCUMENTS DESCRIBING APPURTENANT OFFSITE EASEMENTS WERE PROVIDED TO THIS SURVEYOR.
REFERENCES
1.WHITMAN COURT, RECORDED IN VOLUME 273 OF PLATS, PAGES 19 THRU 25.
2.RECORD OF SURVEY BY DURYEA & ASSOCIATES, RECORDED UNDER AFN. 20170417900004.
4.
0
SCALE: 1" =50'
10050
5.
6.
9.
N 88°03'13" W 74.73
24' EMERGENCY
ACCESS EASEMENT
TO BENEFIT THE CITY
PUBLIC ACCESS
TRAIL EASEMENT
SOUTHERLY LIMITS OF
PUBLIC ACCESS TRAIL
EASEMENT
10' PSE EASEMENT NO. 1
AFN. 20150410000315
2' SANITARY SEWER,
STORM DRAINAGE &
WATER EASEMENT
AFN. 20000418000708
SE 128TH ST (KING CO)
NE 4TH ST (RENTON)
(PUBLIC)
WH
I
T
M
A
N
C
O
U
R
T
N
E
(P
U
B
L
I
C
)
WHITMANCOURT COMM.APN. 9374000410
TRACT A
(NGPE TRACT)
LOT 40
SDMH #8180, TYPE II
RIM EL=391.38
BOTTOM STRUCTURE EL=383.88
*UNABLE TO ASBUILT STRUCTURE
WITHOUT CONFINED SPACE ENTRY
G
I
S
GIS
SSMH #8176
RIM EL=393.10
15"PVC(NE)IE=378.70
24"CONC(W)IE=377.75
24"PVC(E)IE=377.75
SSMH #8174
RIM EL=394.93
6" DROP PIPE(S)IE=385.34
UNKNOWN DIA. (S)IE=378.93
24"PVC(E)IE=376.53
24"PVC(W)IE=376.53
SSMH #8179
RIM EL=392.67
8"PVC(E)IE=382.92
15"PVC(S)IE=382.37
15"PVC(NE)IE=382.32
SSMH #8248
RIM EL=395.88
15"PVC(N)IE=381.93
15"PVC(S)IE=381.86SSMH #7256
RIM EL=391.11
8"PVC(N)IE=383.95
8"PVC(NW)IE=383.94
8"PVC(S)IE=383.77
SSMH #7255
RIM EL=391.62
8"PVC(N)IE=384.30
8"PVC(SE)IE=384.10
CB #7254, TYPE I
RIM EL=391.17
12"PVC(N)IE=387.52
12"PVC(S)IE=387.39
SSMH #7253
RIM EL=391.20
6"PVC(NW)IE=384.77
6"PVC(W)IE=384.71
8"PVC(S)IE=384.51
CB #7160, TYPE I
RIM EL=390.88
12"PVC(NW)IE=388.15
12"PVC(N)IE=388.13
12"PVC(SE)IE=388.13
CB #7158, TYPE I
RIM EL=391.20
6"PVC(E)IE=388.72
12"PVC(N)IE=388.46
12"PVC(S)IE=388.42
CB #7157, TYPE I
RIM EL=390.43
12"PVC(E)IE=388.63
12"PVC(S)IE=388.63 CB #8285, TYPE I
RIM EL=390.68
12"PVC(W)IE=389.08
CB #7156, TYPE I
RIM EL=390.85
6"PVC(N)IE=387.46
12"PVC(S)IE=386.78
SDMH #8250, TYPE II
RIM EL=392.12
12"PVC(S)IE=386.34
12"PVC(N)IE=386.32
12"PVC(E)IE=386.26
SDMH #8249, TYPE II
RIM EL=395.74
12"PVC(W)IE=385.92
12"PVC(S)IE=385.82
SDMH #8177, TYPE II
RIM EL=392.80
12"CPEP(E)IE=387.18
12"CPEP(S)IE=386.08
12"CPEP(W)IE=385.96
RAMP RAMP
RAMP
FOUND PUNCH IN 2" BRASS
SURFACE DISK STAMPED "CPC
LS 22338" AT THE
INTERSECTION OF WHITMAN
COURT NE & NE 4TH ST
±1.5' TALL
CONCRETE
BLOCK WALL
(DOES NOT RETAIN)
"NO PARKING
FIRE LANE"
IRRIGATION
CONTROL BOX
US POSTAL SERVICE
APN. 5182100031
WHITMAN
COURT COMM.
APN. 9374000470
YEOL PHONG &
YU SON
APN. 937400020
0
QUANG VAN NGU
Y
E
N
APN. 937400019
0
RAMIL OREGAS
APN. 937400018
0
V
A
S
H
O
N
C
O
U
R
T
N
E
(
P
R
I
V
A
T
E
A
L
L
E
Y
)
VASHON COURT NE
(PRIVATE)
PUBLIC/PRIVATE ROAD
SEPARATION LINE
VA
S
H
O
N
C
O
U
R
T
N
E
(P
R
I
V
A
T
E
)
RAM
P
RAMP
DI
R
T
P
A
T
H
W
A
Y
CB #8175, TYPE I
RIM EL=390.47
12"CPEP(S)IE=387.58
RAMP
RAMP
WHITMANCOURT COMM.
APN. 9374000460
TRACT F(PRIVATEOPEN SPACE)
APN. 9374000400
50
'
55
'52
'
50
'
35'
35'
4.
5.
6.
6.
9.
9.
9.
9.
15' BSBL
1
5
'
B
S
B
L
15
'
B
S
B
L
CB #7252, TYPE I
RIM EL=391.04
6"PVC(SW)IE=388.01
12"PVC(NW)IE=387.76
12"PVC(S)IE=387.71
WHITMAN COURTVOL. 273, PG(S) 19-25
S 88°03'13" E 653.65
N
0
°
4
7
'
4
2
"
E
3
8
5
.
7
3
23
1
.
5
5
N 88°03'13" W 79.36
N
1
°
5
6
'
4
7
"
E
24
.
4
1
CB #7159, TYPE I
RIM EL=390.54
12"PVC(SE)IE=388.27
KEYSTONE WALL
SDMH #29044, TYPE II
RIM EL=391.59
36"CPEP(E)IE=382.85
36"CPEP(S)IE=382.76
36"CPEP(N)IE=383.11
SDMH #8482, TYPE II
RIM EL=391.67
12"CPEP(N)IE=385.78
36"CPEP(W)IE=383.90
CB #8485, TYPE I
RIM EL=392.65
8"CPEP(W)IE=387.80
12"CPEP(E)IE=387.75
CB #8486, TYPE I
RIM EL=392.58
12"CPEP(W)IE=387.39
WATER NORTH OF
THIS POINT IS PER GIS
GIS
GIS
WATER LINE SOUTH
OF THIS POINT IS PER GIS
GI
S
N
1
°
5
6
'
4
7
"
E
7
6
.
9
9
N 88°03'13" W 115.13
L1
N 88°03'13" W 54.61
L2 N 88°03'13" W 33.19
L
3
N
0
°
4
7
'
4
2
"
E
1
4
5
.
2
5
C1L4
C2
C3
N 88°03'13" W 105.56
L5
N
3
5
°
2
9
'
2
5
"
W
7
8
.
9
6
±1.5' TALL CONCRETE
BLOCK WALL(DOES NOT
RETAIN)
R
A
M
P
R
A
M
P
15.66
CB #29043, TYPE I
RIM EL=396.35
12"CPEP(N)IE=385.09
12"PVC(E)IE=384.83
12"PVC(W)IE=384.79
12"CPEP(S)IE=384.51
SDMH #8484, TYPE II
RIM EL=396.41
12"PVC(W)IE=385.90
12"PVC(E)IE=385.73
12"PVC(N)IE=385.64
NO STUB BOARD FOUND
UTILITY
CABINETS
N 75°07'38
"
E
2
8
.
5
1
PSE EASEMENT NO. 2
AFN. 20150410000315
PSE EASEMENT NO. 3
AFN. 201504100003156.
392
391
391
3
9
2
39
3
393
394
395
396
39
539
4
39
3
39
2
395
394
393
392
391392
3
9
23913
9
0
3
8
9
3
8
8
3
8
7
3
8
8
38
9
39
0
391
392
391
3
9
1
391
39
2
3
9
1
392
39
2
394 39
5
3
9
6
3
9
6
39
5
3
9
3
3
9
4
391
39
1
39
2
3
9
1
392
3
9
2
39
2
39
3
392
TAG TABLE
TAG #
C1
C2
C3
L1
L2
L3
L4
L5
RADIUS
19.50
19.50
14.50
DIRECTION/Δ
12°51'06"
80°54'36"
61°08'45"
N 00°00'04" W
N 00°00'04" E
N 43°37'46" W
N 88°03'13" W
N 04°25'09" W
LENGTH
4.37
27.54
15.47
2.00
3.50
25.40
5.51
13.72
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
DA
T
E
1 2 3 4 5 6
RE
V
I
S
I
O
N
T
E
X
T
G
O
E
S
H
E
R
E
RE
V
I
S
I
O
N
#
P.
O
.
B
O
X
2
8
9
,
W
O
O
D
I
N
V
I
L
L
E
,
W
A
9
8
0
7
2
|
P
H
O
N
E
:
(
4
2
5
)
4
8
6
-
1
2
5
2
|
W
W
W
.
A
T
W
E
L
L
-
G
R
O
U
P
.
C
O
M
24131/24009655
VA
L
V
O
L
I
N
E
-
4
2
2
5
N
E
4
T
H
S
T
AL
T
A
/
N
S
P
S
L
A
N
D
T
I
T
L
E
S
U
R
V
E
Y
VA
L
V
O
L
I
N
E
,
I
N
C
.
10
0
V
A
L
V
O
L
I
N
E
W
A
Y
LE
X
I
N
G
T
O
N
,
K
Y
4
0
5
0
9
NW1/4 NW1/4 SEC. 15 TWP. 23 N., RGE. 5 E., W.M.
1 OF 1
ARB
CSB
0
SCALE: 1" =20'
20 40
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD 83/2011) EPOCH 2010.00 PER
GNSS OBSERVATIONS UTILIZING CORRECTIONS FROM THE WASHINGTON STATE PLANE COORDINATE
SYSTEM (WSRN).
VERTICAL DATUM
NAVD 88
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL
EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES.
ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090.
2.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. ALL CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS
PROJECT ON DECEMBER, 2024 UNLESS OTHERWISE NOTED.
3.ALL DISTANCES ARE IN FEET.
4.UNDERGROUND UTILITIES WERE LOCATED BASED ON SURFACE EVIDENCE CLEARLY VISIBLE TO
THE FIELD SURVEY CREW. CONNECTING PIPES ARE DRAWN AS STRAIGHT LINES BETWEEN
STRUCTURES. SUPPLEMENTAL INFORMATION HAS BEEN USED TO DEPICT THE UNDERGROUND
UTILITIES SHOWN ON THIS SURVEY, SUCH AS PAINT MARKS PROVIDED BY A PRIVATE UTILITY
LOCATING CONTRACTOR, SAW CUTS, OR RECORD DRAWING INFORMATION OBTAINED FROM
FRANCHISE UTILITIES, PUBLIC UTILITY COMPANIES AND PUBLIC GIS INFORMATION. ATWELL, LLC
DOES NOT WARRANT THE ACCURACY OF UNDERGROUND PIPES, CABLES, STRUCTURES OR
OTHER UTILITIES. THE EXACT LOCATION, SIZE, AND ELEVATION OF ALL UNDERGROUND UTILITIES
WHICH ARE CRITICAL TO THE DESIGN MUST BE POTHOLED AND VERIFIED BY THE CLIENT.
LEGEND
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
WATER VALVE
LEAD AND TACK/MAG NAIL WITH WASHER (SEE BOUNDARY DETAIL ON SHEET 1)
FOUND CORNER (SEE BOUNDARY DETAIL ON SHEET 1)
FOUND MONUMENT (SEE BOUNDARY DETAIL ON SHEET 1)
SIGN
CATCH BASIN - TYPE I
CATCH BASIN - TYPE II
STORM CLEANOUT
SEWER MANHOLE
SEWER CLEANOUT
SEWER STUB
COMMUNICATIONS RISER
COMMUNICATIONS MANHOLE
GAS VALVE
TRAFFIC SIGNAL BOX
TRAFFIC LIGHT
PARKING/YARD LIGHT
STREET LIGHT
ELECTRICAL JUNCTION BOX
UTILITY POLE
ASPHALT
FENCE LINE
UNDERGROUND POWER LINE
OVERHEAD POWER LINES
SANITARY SEWER LINE
STORM DRAIN LINE
GAS LINE
WATER MAIN
ASPHALT HATCH
CONCRETE HATCH
GRAVEL HATCH
UNDERGROUND COMM. LINE
UNDERGROUND FIBER OPTIC LINE
SET CORNER (SEE BOUNDARY DETAIL ON SHEET 1)