HomeMy WebLinkAboutP_250107_Springbrook Terrace Survey RENT0000-1903SS(R)
SS
SS
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SS SS
SD
SD
SD SD SD SD
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
LEGEND
G
G
G
G
P
P
P
P
P P
T
T
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T
T
x
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x x x x xxx
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9
0
x
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x x
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xx
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TV
TV
TV
TV
W
W
W
W
W
W
W
W
G
G
G
G
TV
T
P
P
P
P
P
P
T
V
T
V
TV
T
V
T
T
T
T
T
T
T
T
T
P
P
P
P
P
P
P
P
P
P
x
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6"LL
6"LL
6"LL6"LL
8"A
6"LL
6"LL
6"LL
6"LL
8"LL
EM
TVR P
8"C
HVAC
ECB
4-4"M
6-4"M
2-6"UNK
2-10", 2-8"M
12"M
10"A
12"UNK
T
O
P
T
O
E
TO
P
T
O
P
T
O
E
TO
E
TO
E
TO
P
TO
P
TOP
SSMH
RIM=216.54
8"PVC NE IE=208.2
8"PVC SW IE=208.0
DEC
K
DECK
2 STORY
BUILDING
SSMH
RIM=190.49
6" PVC NE IE=182.4
8" PVC S IE=183.1
FOUND PUNCH IN 1-3/4" BRASS DISC
IN CONC MONUMENT IN CASING
DOWN 1.0'
N: 159969.08
E: 1299629.60
EL: 210.68
FOUND PUNCH IN 1-3/4" BRASS DISC
IN CONC MONUMENT IN CASING
DOWN 0.6'
N: 159824.90
E: 1299660.90
EL: 212.79
FOUND PUNCH IN 1-3/4" BRASS DISC IN
CONC MONUMENT IN CASING
DOWN 0.6'
N: 159588.78
E: 1299689.07
EL: 211.75
CW
CW
CW
CW
CG
CW
CW
CG CONC
DW
CONC
DW
ASPH
DW
ASPH PARKING LOT
GRASS
GRASS
SHED
CG
C
G
C
G
CW
ASPH
ASPH
ASPH
3.5' WDF
3.5' WDF
3.5' WDF
PA
PA
GRASS6' W
D
F
6'
W
D
F
6'
W
D
F
6'
C
L
F
6'
C
L
F
6'
C
L
F
GATE
S 55TH ST
25 MPH
9
8
T
H
A
V
E
S
(
P
R
I
V
A
T
E
S
T
)
98
T
H
A
V
E
S
(P
R
I
V
A
T
E
S
T
)
SIGN
TO
P
7941200010
85
5
7
2
0
0
1
9
0
85
5
7
2
0
0
1
9
0
794120TRCT
7941200020
7941200020
7941200030
7941200230
7941200040
7941200170
7941200160
T
O
P
TO
E
R/W
30
'
R/W
42
'
E
P
EP
ECC
ECC
EC
C
EP
ROCKS
6'
W
D
F
6' WDF
GRASS
PA
PA
EDGE OF PAVEMENTEP
INVERT ELEVATIONIE
ASPHALTASPH
CURB AND GUTTER
CHAIN LINK FENCE
CMP
CG
CLF
CONCRETE
CULVERT
CONCRETE SIDEWALKCW
CPP
CONC
CULV
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
DRIVEWAY
ECC
DW
EXTRUDED CONCRETE CURB
CATCH BASINCB
PVC
PA
RCP
TOE
TOP
WDF WOOD FENCE
TOE OF SLOPE
TOP OF SLOPE
REINFORCED CONCRETE PIPE
PLANTED AREA
POLYVINYL CHLORIDE PIPE
TRAFFIC STRIPING
EASEMENT LINE
TREE CANOPY/DRIP LINE
PROPERTY LINE
EXISTING RIGHT-OF-WAY LINE
FENCE LINE (TYPE AS NOTED)x x x
BUILDING OVERHANG
EDGE OF LAWN
BUILDING LINE
VEGETATION/BRUSH LINE
EXISTING RIGHT-OF-WAY CENTER LINE
BUSH
TELEPHONE RISERTJR
SIGN
LIGHT POLE WITH ARM
POST OR BOLLARD
MAILBOX
DECIDUOUS TREE
CONIFEROUS TREE
WATER VALVE
WATER METER
STORM DRAIN MANHOLE
STORM CATCH BASIN
SEWER MANHOLE
POWER VAULT
POWER CABINET
POWER TRANSFORMER
GAS VALVE
STORM CULVERT
WATER BLOW-OFF
S
D
P
P
GV
WM
WV
TOE OF SLOPE
TOP OF SLOPE
CABLE TV LINETVTV
FIBER OPTIC LINEFOFO
NATURAL GAS PIPEGG
POWER LINEPP
SANITARY SEWER PIPESSSS
STORM DRAIN PIPESDSD
TELEPHONE LINETT
WATER PIPEWW
ECB
CEDARC
ALDERA
MAPLEM
LAURELLL
ROCKERY
TAX LOT / PARCEL NUMBER0123456789
MONUMENT (FOUND AS NOTED)
7931000153
7931000153
W
W
CABLE TV RISERTVR
SITE
167
10
8
T
H
A
V
E
S
E
TA
L
B
O
T
R
D
S
SE 192ND ST
S 212TH ST
84
T
H
A
V
E
S
E V
A
L
L
E
Y
H
W
Y
S 180TH ST
SE 208TH ST
VICINITY MAP
RE
N
T
O
N
KE
N
T
SURVEY NOTES
1.PURPOSE OF THIS SURVEY THIS SURVEY WAS PERFORMED DURING JULY 2024 IN SUPPORT OF A STORMWATER REMEDIATION PROJECT FOR
THE CITY OF RENTON, AND IS INTENDED TO BE USED FOR THIS PURPOSE. SPECIFIC INFORMATION SHOWN HEREON SHOULD BE VERIFIED AS
TO ITS ACCURACY IF THIS SURVEY IS TO BE USED FOR PURPOSES OTHER THAT WHAT IT WAS INTENDED FOR.
2.METHODOLOGY FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A TRIMBLE R-12 GPS RECEIVER AND TRIMBLE S7
TOTAL STATION. THIS SURVEY COMPLIES WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE
COORDINATES AS SET FORTH PER W.A.C. 332-130-090.
3.HORIZONTAL & VERTICAL DATUM BEARINGS AND COORDINATES SHOWN HEREON ARE WASHINGTON STATE PLANE COORDINATE SYSTEM,
NORTH ZONE. THE GEODETIC BASIS IS NAD83 (2011)[2010.00] BASED UPON TIES TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN).
VERTICAL DATUM HEREON IS NAVD 88.
4.CONTOUR INTERVAL 1 FOOT.
5.RIGHT-OF-WAY SHOWN HEREON WERE CALCULATED BASED ON SURVEYED MONUMENT LOCATIONS TOGETHER WITH READILY AVAILABLE
PUBLIC RECORDS.
6.PROPERTY LINES SHOWN HEREON WERE CALCULATED BASED ON READILY AVAILABLE PUBLIC RECORDS AND SUPPLEMENTED WITH KING
COUNTY ASSESSOR AND GIS DATA.
7.UNDERGROUND UTILITIES SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A UTILITY LOCATE SERVICE
TOGETHER WITH AVAILABLE UTILITY AS-BUILT AND REFERENCE DRAWINGS. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE
SHOWN IN THEIR EXACT LOCATION. THE UTILITIES ARE SHOWN AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.
SANITARY SEWER
EASEMENT PER
AFN 8412140947
SANITARY SEWER EASEMENT
PER AFN 8412140947
2
0
5
21
5
2
1
0
21
5
2
1
5
21
0
2
1
0
18
7
1
9
0
1
9
5
19
0
19
0
18
5
21
0
CB TYPE 2
RIM=212.55
6" PVC E IE=208.8
15" CMP S IE=197.8
15" CMP W IE=197.7
CB TYPE 1
RIM=219.97
12" CMP SE IE=217.4
12" CMP NW IE=217.3
CB TYPE 2
RIM=210.78
12" CMP SE IE=203.2
12" CMP N IE=203.2
12" CMP W IE-203.1
CB TYPE 1
RIM=209.44
8" CMP E IE=206.7
12" CMP S IE=206.4
CB TYPE 1
RIM=209.66
8" CMP E IE=207.3
CB TYPE 1
RIM=200.17
12" CMP E IE=197.0
12" CMP SW IE=196.9
CB TYPE 1
RIM=200.41
8" CMP NW IE=198.1
BLIND TIE TO NW
PER RECORDS
CULVERT
21" CMP NW IE=186.66
CB TYPE 2
RIM=190.90
21" CMP SE IE=185.7
21" CMP N IE=185.7
CULVERT
12" RCP N IE=187.44
CULVERT
15" CMP E IE=191.84
1
8
5
1
8
3
GATE
FOUND MONUMENT
SHOT CENTER LID
N: 159939.00
E: 1299628.73
21
6
210
215
21
9
CONC
WALL
21
5
21
1
22
0
2
2
1
21
7
FOUND REBAR AND CAP
J.W. GOODMAN LS#54061
N: 159593.81
E: 1299595.86
EL:195.54
PLANTER
BOX
19
9
18
4
19
0
19
5
1
9
8
2
0
1
216
2
0
6
21
9
S
4
2
°
1
2
'
0
7
"
E
2
2
.
1
7
'
S0
0
°
2
3
'
0
8
"
W
1
2
6
.
9
9
'
S0
0
°
2
3
'
0
8
"
W
2
9
.
5
6
'
S30°20'10"E
40.05'
S05°28'09"E
16.10'
S89°36'52"E
22.90'
N0
0
°
0
9
'
5
6
"
E
2
2
3
.
3
2
'
N89°36'52"W
59.15'
S
S
10' STORM DRAINAGE EASEMENT
PER AFN 198507020780
S
D
10' STORM DRAINAGE EASEMENT
PER AFN 198507020780
10' STORM DRAINAGE
EASEMENT PER AFN
198507020780
0 10 20
WM
TJR
TJR
WM
TJR
WM
D
ACCESS EASEMENT TO
LOT 1 AND TO KING
COUNTY PER AFN
198507020780
CB TYPE 2
RIM=196.18
12" CMP E IE=190.5
21" CMP S IE=184.6
21" CONC W IE=184.5
SD SDD
21
"
C
M
P
21
"
C
M
P
SANITARY SEWER RECORD PIPESS(R)
DRAINAGE ACCESS
EASEMENT TO LOT 1
AND TO KING COUNTY
PER AFN 198507020780
REVISIONS:APPD.
DATE:
DESIGN:
DRAWN:
CHECKED:
REVISION
NUMBER:
SCALE:
PROJECT NUMBER:
DRAWING FILE:
SHEET NO.
OF
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1"=20'
RENT0000-1903
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