HomeMy WebLinkAboutMAP_ALTA_SURVEY_20231031_V1.pdf48'
30'31'30'30'40'40'20'5
1
2
3 4 6
13
24
18
19R5ER4E
401 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR16600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
SCALE:
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
HORIZONTAL DATUM:
THE HORIZONTAL CONTROL IS BASED ON THE MONUMENTATION SURROUNDING THE SITE AND ESTABLISHED IN
NAD83/2011, WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, EXPRESSED IN US SURVEY FEET.
VERTICAL DATUM:
THE ELEVATIONS SHOWN HEREON ARE EXPRESSED IN NAVD88/2012B DATUM, BASED ON OBSERVATIONS USING
THE WASHINGTON STATE REFERENCE NETWORK.
CONTOUR INTERVAL - 1 FOOT:
THE CONTOURS SHOWN HEREON WERE COMPUTER GENERATED FROM DIRECT FIELD OBSERVATIONS WITH
RESULTING ACCURACY THAT MEETS OR EXCEEDS NATIONAL MAPPING STANDARDS, ONE-HALF THE CONTOUR
INTERVAL.
PROJECT BENCHMARK:
FOUND MONUMENT IN CASE MARKING THE CENTER OF CUL DE SAC FOR SENECA AVENUE SOUTHWEST.
ELEVATION = 20.90'
GENERAL NOTES:
1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE EXTERIOR BOUNDARY LINES, EXISTING SITE
IMPROVEMENTS, NATURAL FEATURES AND EXISTING TERRAIN FOR THAT PORTION OF LOT 5 OF
EARLINGTON INDUSTRIAL PARK NO. 1, AS SHOWN HEREON, IN THE COUNTY OF KING, FOR THE INTENDED
USE OF ARCHITECTURAL AND CIVIL ENGINEERING DESIGN.
2. THIS SURVEY WAS PERFORMED USING A TRIMBLE R12I IN CONJUNCTION WITH A TRIMBLE S SERIES, 3"
TOTAL STATION WITH RESULTING ACCURACY THAT MEETS OR EXCEEDS STANDARDS PER WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MARCH OF 2021 AND
AUGUST OF 2022 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT
THAT TIME. UTILITIES, NATURAL FEATURES AND IMPROVEMENTS MAY EXIST ON SITE THAT WERE NOT
VISIBLE AT THE TIME OF SURVEY.
4. ALL MONUMENTS SHOWN AS FOUND WERE LOCATED DURING THE COURSE OF THIS SURVEY.
5. THE COMMITMENT FOR TITLE INSURANCE WAS PROVIDED BY CHICAGO TITLE OF WASHINGTON, UNDER
COMMITMENT NUMBER 204413-TC, DATED OCTOBER 26, 2020. NO LIABILITY IS ASSUMED FOR MATTERS OF
RECORD NOT STATED IS SAID REPORT THAT MAY AFFECT TITLE LINES, EXCEPTIONS, OR EASEMENTS ON
THE PROPERTY.
6. UTILITIES SHOWN HEREON ARE BASED UPON ABOVE GROUND OBSERVATIONS AND UTILITY PAINT LINES AS
MARKED BY OTHERS. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT
SHOWN ON THIS SURVEY MAY EXIST ON THE SITE.
LEGAL DESCRIPTION:
LOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1, ACCORDING TO PLAT RECORDED IN VOLUME 83 OF PLATS, PAGE
10, IN KING COUNTY, WASHINGTON.
REFERENCES:
R1. EARLINGTON INDUSTRIAL PARK NO. 1
AFN: 6238799
VOLUME 83 OF PLATS, PAGE 10
DATE: SEPTEMBER 22, 1967
R2. RECORD OF SURVEY
AFN: 8103119003
BOOK 27 OF SURVEYS, PAGE 03
DATE: MARCH 11, 1981
R3. RECORD OF SURVEY
AFN: 9810129022
BOOK 125 OF SURVEYS, PAGE 39
DATE: OCTOBER 12, 1998
R4. SHORT PLAT LUA-04-027-SHPL
AFN: 20040503900002
BO0K 171 OF SURVEYS, PAGE 124 & 125
DATE: MAY 3, 2004
22.76'23.29'23.33'22.89'22.37'23.59'23.00'22.51'22.85'23.24'23.46'22.69'22.68'22.93'22.66'22.39'22.43'22.67'22.63'22.29'22.23'22.51'22.34'22.23'22.53'22.24'22.69'22.07'21.83'22.48'22.25'22.74'22.58'22.34'22.24'22.20'24.14'24.23'D
24.28'23.98'22.95'22.48'22.44'23.30'23.96'23.39'23.01'23.44'22.20'22.44'22.70'22.51'22.86'22.73'22.68'22.68'22.68'22.63'22.55'22.5
9'
W
W
S
21.36'21.17'21.11'21.07'21.05'21.03'21.16'21.17'21.20'21.24'21.41'21.44'21.61'21.69'21.65'21.53'21.43'21.28'21.24'22.71'24.09'24.09'23.82'24.41'22.03'21.67'LOT 3
PARCEL 214600-0030
BURLINGTON NORTHERN RAILROAD COMPANY (SPUR TRACK)W-8406
WATER MH
RIM=22.74'
W-8405
WATER MH
RIM=22.54'
W-8403
FIRE HYDRANT
(3-NOZZLES)
RIM=22.61'
W-8404
WATER VALVE
LID EL=22.61'
W-8592
WATER VALVE
LID EL=21.21'
W-8590
FIRE HYDRANT
(3-NOZZLES)
RIM=22.27'
W-8589
WATER VALVE
LID EL=21.64'
W-8595
POST INDICATOR
VALVE
EL=23.12'
W-8593
WATER MARKER
EL=22.41'
T-8621
TELE VAULT
MID EL=21.88'
T-8625
TELE VAULT
MID EL=21.78'
T-8608
TELE VAULT
MID EL=22.71'
T-8612
TELE VAULT
MID EL=22.71'
D-8357
CB TYPE 1
RIM=21.96'
IE 6" PVC (S)=20.78'
BOTTOM OF STRUCT
EL=19.16'
D-8356
CB TYPE 1
RIM=21.97'
IE 6" DI (NE)=19.65'
IE 8" DI (E)=19.07'
IE 10" CONC (S)=19.07'
D-8355
CB TYPE 1 W/ GRATE
RIM=25.16'
IE 6" DI (SW)=23.84'
D-8190
CB TYPE 1 W/ GRATE
RIM=22.33'
WATER LEVEL=21.51'
BOTTOM OF STRUCT. EL=14.13'
(FULL SILT) 6" PVC (SE)
D-8191
CB TYPE 1 W/ GRATE
RIM=22.28'
WATER LEVEL=21.43'
BOTTOM
OF STRUCT.=20.48'
D-8358
CB TYPE 1 W/ GRATE
RIM=22.16'
IE 6" PVC (S)=20.91'
D-8827
CB TYPE 1
RIM=20.82'
IE 6" DI (E)=19.07'
D-8826
CB TYPE 1
RIM=20.76'
IE 6" DI (W)=19.01'
D-8279
CB TYPE 1
RIM=21.60'
IE 12" CONC (N)=16.05'
IE 12" CONC (S)=16.28'
IE 12" CONC (SE)=16.32'
(CHANNELED STRUCTURE)
D-8208
ROOF DRAIN
EL=22.44'
D-8207
ROOF DRAIN
EL=22.07'
S-8591
SEWER MANHOLE
RIM=21.79'
CENTER CHANNEL
EL=16.84'
PIPE (S)=CAPPED
FOUND MON. IN CASE
3" X 3" CONC MON. IN CASE
W/ HOLE @ SOUTH END OF
SENECA AVENUE SW, 0.5'
BELOW GRADE
30'30'
4
7
.
5
'
(R
AD
.
)
RECORD MON.
1/2" REBAR & CAP
MARKED "CNI LS 18898"
P-8604
POWER VAULT
MID EL=21.55'
P-8596
POWER VAULT
MID EL=23.51'
P-8600
POWER VAULT
MID EL=21.94'
P-8620
LIGHT POLE
BASE EL=21.69'
8' CHAINLINK FENCE W/ BARBED WIRE TOP
8' CHAINLINK FENCE W/ BARBED WIRE TOPASPHALT PAVEMENT(4)
BOLLARDS
(TYP.)
15.00'
LOT 5
PARCEL 214600-0050
EARLINGTON INDUSTRIAL PARK NO. 1
"NO PARKING"
SIGN
PARCEL 214600-0010 PARCEL
214600-0020 C/L SENECA AVENUE SOUTHWEST(FORMERLY EARLINGTON AVENUE)SPUR TRACKSTOWNSHIP 23 NORTH, RANGE 04 EAST, W.M.TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.BOLLARD
BOLLARD
BOLLARD
D-8826D-8827
T-8625
T-8621
P-8596
P-8604
P-8600
P-8620
D-8279
T-8608
T-8612
D-8355
S-8591
W-8403
W-8404
W-8406
W-8405
W-8595
W-8593
W-8592
W-8590
W-8589
POWER TABLE COMM. TABLE WATER TABLE STORM DRAIN TABLE SEWER TABLE
DDDDDDDDDDDDDDDD D
D
D
DSSSSSS
(6) POWER PAINT (3) POWER PAINT(3) POWER PAINT(2) COMM. FIBER PAINT(2) COMM. FIBER PAINTW W W
W W
WWWWWWWWWWW
W
EDGE OF ASPHALT
EDGE OF ASPHALT
EDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT23 23
2323 242323232
3
232
3
23 232
3
23 2321
2121232224212122
22
22
22
23
2222EDGE OF ASPHALTWWWWWWWW W WWW
D
S SS
401 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR26600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
SHEET INDEXSENECA AVE. SWSW 7TH STREET
SW 10TH
S
T(SPUR TRACK)(SPUR TRACK)THOMAS AVE. SWSHEET
2 OF 6
SCALE:
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
22.76'23.29'23.33'22.89'22.37'23.59'23.00'22.51'22.02'22.87'21.75'22.16'22.32'22.45'22.64'24.06'24.04'24.86'25.51'26.40'26.32'26.41'26.09'22.65'22.84'22.66'22.58'22.13'21.97'22.30'22.40'22.51'22.82'22.67'22.76'23.19'22.38'22.59'22.88'22.65'22.66'23.26'22.90'22.99'23.14'23.02'23.13'22.48'23.13'23.18'22.96'23.56'23.46'23.33'23.82'23.24'23.66'23.65'23.72'23.21'24.07'24.06'24.29'24.18'24.10'23.97'23.92'24.83'24.78'24.70'25.10'25.04'25.16'24.77'24.59'24.53'24.74'24.86'25.40'25.52'25.91'25.36'25.09'25.22'24.83'24.62'24.92'25.31'25.23'25.41'25.14'24.83'24.40'24.14'24.23'24.41'25.08'24.73'25.64'25.21'25.04'25.57'24.95'24.87'22.13'22.20'22.39'22.49'D
24.28'23.98'22.95'22.48'22.44'23.30'23.96'23.39'23.01'23.44'22.51'22.86'22.73'22.68'22.68'22.68'22.63'22.55'22.5
9'
W
W
S
21.36'21.17'21.11'21.07'21.05'21.03'21.16'21.17'21.20'21.24'21.41'21.44'21.61'21.69'21.65'21.53'21.43'21.28'21.24'22.71'24.09'24.09'23.82'24.41'22.03'21.67'LOT 2
PARCEL 214600-0040
FOUND MON. IN CASE
3" X 3" CONC MON. IN CASE
W/ HOLE @ SOUTH END OF
SENECA AVENUE SW, 0.5'
BELOW GRADE
30'30'
4
7
.
5
'
(R
AD
.
)
RECORD MON.
1/2" REBAR & CAP
MARKED "CNI LS 18898"SPUR TRACKS BURLINGTON NORTHERN RAILROAD EASEMENT(48' WIDE EASEMENT)48'8' CHAINLINK FENCE W/ BARBED WIRE TOP8' CHAINLINK FENCE W/ BARBED WIRE TOP
ASPHALT PAVEMENT15.00'
(4)
BOLLARDS
(TYP.)RAILROAD TRACKS"NO PARKING"
SIGN
PARCEL 192305-9030
PARCEL 192305-9061C/L SENECA AVENUE SOUTHWEST(FORMERLY EARLINGTON AVENUE)GOVE
R
N
M
E
N
T
L
O
T
2
NW 1/
4
S
E
C
TI
O
N
1
9
BOLLARD
BOLLARD
BOLLARD
D-8826D-8827
T-8625
T-8621
P-8596
P-8604
P-8600
P-8620
D-8279
T-8608
T-8612
S-8591
W-8403
W-8406
W-8405
W-8595
W-8593
W-8592
W-8590
W-8589
DDDDDDDDDDDDDDDD D
D
D
DSSSSSS
(6) POWER PAINT (3) POWER PAINT(3) POWER PAINT(2) COMM. FIBER PAINT(2) COMM. FIBER PAINTW W W W W
W W
W
W
W
W
WWWWWWWWWWW
EDGE OF ASPHALT
EDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT23
23 2424
24
2323
23
232323 232324 24232424 23 232
3
232
3
23 232
3
23 2321
2121232224212122
22
22
22
23
WWWWWWWW W W W W W WWW
D
S SS
401 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR36600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
SHEET INDEXSENECA AVE. SWSW 7TH STREET
SW 10TH
S
T(SPUR TRACK)(SPUR TRACK)THOMAS AVE. SWSHEET
3 OF 6
SCALE:
22.76'23.29'23.33'22.89'22.37'23.59'23.00'22.51'22.85'23.24'23.46'22.69'22.68'22.93'22.66'22.39'22.43'22.67'22.63'22.29'22.23'22.51'22.34'22.23'22.53'22.24'22.69'22.07'21.83'22.48'22.25'22.74'22.58'22.34'22.24'22.20'22.37'22.57'22.36'22.69'22.45'22.10'22.43'22.50'22.22'22.55'22.71'22.50'24.14'24.23'22.47'22.30'22.35'22.58'24.28'23.98'22.95'22.48'22.44'23.30'23.96'23.39'23.01'23.44'22.20'22.44'22.70'22.51'22.86'22.73'22.68'22.68'23.30'23.21'22.92'23.03'22.82'22.75'22.87'22.60'22.60'22.34'22.09'22.53'22.56'22.68'22.63'22.55'22.5
9'
W
W
23.00'22.98'22.98'22.91'22.89'22.94'22.99'23.00'23.03'21.41'21.44'21.61'21.69'22.79'22.63'22.70'22.86'BURLINGTON NORTHERN RAILROAD COMPANY (SPUR TRACK)8' CHAINLINK FENCE W/ BARBED WIRE TOP
8' CHAINLINK FENCE W/ BARBED WIRE TOP8' CHAINLINK FENCE W/ BARBED WIRE TOPASPHALT PAVEMENT ASPHALT PAVEMENTCONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT CONC.
PAVE
CONCRETE
PAVEMENT CONC.
PAVE
ASPHALT PAVEMENT
GAS
TANK
(6)
BOLLARDS
(TYP.)
(4)
BOLLARDS
(TYP.)
15.00'
LOT 5
PARCEL 214600-0050
EARLINGTON INDUSTRIAL PARK NO. 1
LOT 5
PARCEL 214600-0050
EARLINGTON INDUSTRIAL PARK NO. 1
BOLLARD
T-8625
T-8621
P-8596
P-8604
P-8600
P-8620
T-8608
T-8612
D-8357
D-8356
D-8355
D-8358
D-8190
D-8191
D-8207
W-8403
W-8404
W-8406
W-8405
W-8595
W-8593
W-8592
DDDDDDDDDD DDDDDDDDDD
DDDD(6) POWER PAINT
W W W
W W
W
W
WAREHOUSE
EDGE OF ASPHALT
EDGE OF ASPHALT
EDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT23 23
2323 24232323
23
23
23
23
23
232323
24
232
3
232
3
23 2323
23 2322
22
22
22
23
2222EDGE OF ASPHALTWWWWWWWW W WWW
401 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR46600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
SHEET INDEXSENECA AVE. SWSW 7TH STREET
SW 10TH
S
T(SPUR TRACK)(SPUR TRACK)THOMAS AVE. SWSHEET
4 OF 6
SCALE:
22.76'23.29'23.33'22.89'22.37'23.59'23.00'22.51'22.02'22.87'22.16'22.32'22.45'22.64'24.04'24.86'25.51'26.40'26.32'26.41'26.09'22.65'22.84'22.66'22.58'22.13'21.97'22.30'22.40'22.51'22.82'22.67'22.76'22.53'22.46'22.52'22.46'22.48'22.42'22.66'22.37'22.57'22.36'22.50'22.48'22.37'22.25'22.34'22.30'22.26'22.46'22.55'22.38'22.44'22.43'22.38'22.64'22.38'22.89'22.69'22.45'22.10'22.43'22.50'22.22'22.55'22.71'22.50'22.49'22.43'22.52'22.13'22.17'22.34'22.27'22.57'22.68'22.14'22.76'22.75'22.83'22.69'22.78'22.99'23.19'22.38'22.59'22.88'22.65'22.66'23.26'22.90'22.99'23.14'23.02'23.13'22.48'23.13'23.18'22.96'23.56'23.46'23.33'23.82'23.24'23.66'23.65'23.72'23.21'24.07'24.06'24.29'24.18'24.10'23.97'23.92'24.83'24.78'24.70'25.10'25.04'25.16'24.77'24.59'24.53'24.74'24.86'25.40'25.52'25.91'25.36'25.09'25.22'24.83'24.62'24.92'25.31'25.23'25.41'25.14'24.83'24.40'24.14'24.23'24.41'25.08'24.73'25.64'25.21'25.04'25.57'24.95'24.87'22.47'22.30'22.35'22.58'22.84'22.62'22.67'22.78'22.13'22.20'22.39'22.49'22.52'22.83'22.74'22.63'24.28'23.98'22.95'22.48'22.44'23.30'23.96'23.39'23.01'23.44'22.86'22.20'22.44'22.70'22.51'22.86'22.73'22.68'22.68'23.30'23.21'22.92'23.03'22.82'22.75'22.87'22.60'22.60'22.34'22.09'22.53'22.56'22.68'22.63'22.55'22.5
9'
W
W
22.98'22.98'22.91'22.89'22.94'21.41'21.44'ASPHALT PAVEMENT 8' CHAINLINK FENCE W/ BARBED WIRE TOP8' CHAINLINK FENCE W/ BARBED WIRE TOP
8' CHAINLINK FENCE W/ BARBED WIRE TOPASPHALT PAVEMENTCONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONC.
PAVE
ASPHALT PAVEMENT
15.00'
GAS
TANK
(6)
BOLLARDS
(TYP.)
(4)
BOLLARDS
(TYP.)RAILROAD TRACKSLOT 5
PARCEL 214600-0050
EARLINGTON INDUSTRIAL PARK NO. 1
PARCEL 192305-9030
PARCEL 192305-9062
BOLLARD
T-8625
T-8621
P-8596
P-8604
P-8600
P-8620
T-8608
T-8612
D-8358
D-8190
D-8191
D-8207
D-8208
W-8403
W-8404
W-8406
W-8405
W-8595
W-8593
W-8592
DDDDDDDD
DDDD(6) POWER PAINT
W W W W W
W W
W
W
WAREHOUSE
EDGE OF ASPHALT
EDGE OF ASPHALT
EDGE OF ASPHALT
EDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALTEDGE OF ASPHALT23
23 2424
24
2323
23
232323
23
23
23
2323 232324 24232424 23 232
3
232
3
23 232
3
23 2322
22
22
22
23
WWWWWWWW W W W W W W W W W W W W W W W
WWWWWWWWWWWW
401 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR56600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
SHEET INDEXSENECA AVE. SWSW 7TH STREET
SW 10TH
S
T(SPUR TRACK)(SPUR TRACK)THOMAS AVE. SWSHEET
5 OF 6
SCALE:
C/L SOU
T
H
W
E
S
T
T
E
N
T
H
S
T
R
E
E
T22.48'22.50'22.45'22.48'22.44'22.45'22.45'22.42'22.40'22.39'22.39'22.44'22.42'22.54'22.55'22.43'22.47'22.48'22.47'22.52'22.48'22.41'22.37'22.34'22.34'22.31'22.27'22.29'22.28'22.26'22.28'22.31'22.30'22.33'22.33'22.30'22.33'22.32'22.32'2
2
.
1
0
'
2
2
.
0
6
'22.08'22.10'22.09'2
2
.
0
8
'
2
2
.
0
2
'22.03'2
2
.
0
3
'
2
2
.
0
3
'
2
2
.
0
7
'
2
2
.
0
8
'
2
2
.
0
4
'
2
2
.
0
5
'
2
2
.
0
5
'
2
2
.
0
7
'22.09'22.13'22.17'22.02'22.13'22.00'21.90'21.95'22.01'21.99'21.95'21.93'21.96'21.99'22.00'22.02'22.02'22.00'21.99'22.05'21.99'21.99'21.97'21.94'21.88'21.59'21.61'21.66'21.73'21.78'21.82'21.84'21.88'21.94'21.89'21.88'21.85'21.80'21.77'21.63'21.66'21.53'21.54'21.30'21.39'21.40'21.43'21.56'21.64'21.65'21.76'21.89'21.90'21.85'21.74'21.68'21.62'21.57'21.50'21.45'21.54'21.91'21.77'21.68'21.65'21.59'21.60'21.69'21.76'21.82'21.86'21.74'21.62'21.40'21.38'21.24'21.17'2
2
.
1
4
'22.21'2
2
.
2
4
'
2
2
.
2
5
'22.30'22.33'2
2
.
6
7
'
2
2
.
6
5
'
2
2
.
6
2
'
2
2
.
6
0
'22.66'2
2
.
7
7
'22.80'22.83'22.77'22.72'22.71'22.71'22.63'22.72'22.74'22.70'22.66'22.59'22.57'22.37'22.25'22.15'22.16'22.12'22.05'21.96'21.89'21.79'21.53'21.35'21.38'21.99'22.10'22.12'22.14'22.24'22.35'22.48'22.50'22.39'22.30'22.22'22.44'22.47'22.55'22.58'2
2
.
5
7
'22.70'22.81'22.89'22.92'23.14'22.93'22.88'22.91'22.91'2
2
.
9
8
'
22.98'23.00'22.90'22.94'22.70'22.78'22.73'22.78'22.44'22.71'22.77'22.39'22.38'22.23'22.27'22.21'22.26'2
2
.
2
6
'
2
2
.
3
0
'22.26'22.47'ASPHALT PAVEMENT
4.5" IRON PIPE
FINISHED FLOOR
ELEV= 22.63'
3' WIDE DOOR
POWER TABLE STORM DRAIN TABLE
P-8995
2 LUMINAIRE LIGHT POLE
N= 174658.00'
E= 1295823.77'
EL= 21.88'
P-8995
D-8996
D-8996
TYPE 1 CATCH BASIN
N= 174659.91'
E= 1295931.58'
RIM= 21.42'
D-9086
D-9086
4" ROOF DRAIN
N= 174713.64'
E= 1295920.14'
RIM= 22.33'
D-9087
D-9087
4" ROOF DRAIN
N= 174714.46'
E= 1295880.16'
RIM= 22.28'
D-9088
D-9088
4" ROOF DRAIN
N= 174715.38'
E= 1295840.14'
RIM= 22.00'
D-9089
D-9089
4" ROOF DRAIN
N= 174716.18'
E= 1295800.94'
RIM= 22.28'
WATER TABLE
D-9083
W-9083
WATER METER
N= 174711.79'
E= 1295903.56'
EL= 22.43'
CTL-101
CTL-100
CTL-100
SET MAD NAIL
N= 174679.27'
E= 1295725.26'
EL= 21.60'
CTL-101
SET MAG NAIL
N= 174690.42'
E= 1296024.63'
EL= 22.24'
CONTROL TABLE
2222
23
22 Exceptional Service Has No Boundaries13221 S.E. 26TH STREET, SUITE A , BELLEVUE, WA 98005TEL: (425) 746-3200 WWW.APSSM.COMS U R V E Y & M A P P I N GTOPOGRAPHIC SURVEYTAX PARCEL NO. 214600-0050FOR66600 SOUTHWEST 10TH AVENUE, RENTON, WASHINGTON 98057KIMLEY - HORN ASSOCIATESLOT 5 OF EARLINGTON INDUSTRIAL PARK NO. 1
A PORTION OF THE NW1/4 OF THE NW1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
INDEX LOCATION
SEC. 19, T.23N., R.05E., W.M.
19
SHEET INDEXSENECA AVE. SWSW 7TH STREET
SW 10TH
S
T(SPUR TRACK)(SPUR TRACK)THOMAS AVE. SWSHEET
6 OF 6
SCALE: