HomeMy WebLinkAboutP_Boundary_Topographic_Survey_170817_v18" CONC IE 150.46 (N
8" CONC IE 150.57 (S
8" CONC IE 150.60 (W
REV# .1 DESCRIPTION OF REVISION
�- UTILITY POLE W/ LIGHT & TRANSFORMER S STORM DRAIN LINE
UTILITY POLE W/ LIGHT, UNDERGROUND - - - OP OVERHEAD POWER LINE
CONDUIT & TRANSFORMER W WATER LINE
WATER VALVE
Q SANITARY SEWER MANHOLE CONCRETE PAVING BRICK PAVING BUILDINGS
❑ CATCH BASIN °
Q STORM DRAIN MANHOLE
POST ASPHALT PAVING
GRAVEL SURFACE
0 12"AP APPLE
2"F FIR
FOUND 1/2
REBAR AND
CAP KJ OYLER 5524
0.4' SOUTH OF CORNER
WALL IS 1.0'SW OF LINE
CONCRETE BLOCK WALL
TPN 7222000370
k W. END 6' WOOD FENCE SIJ
IS 0.6'NE OF LINE p
f 6' WOOD FENCE IS A
\.
O,o' 0.2'NE OF LINE CFj C
O 6„/� ` e
` E. END WALL IS i
0.8'SW OF LINE
jp SW CORNER 6.5' WOOD
FENCE IS 0.8'SW OF LINE
i
W. END WIRE FENCE
Off24.5' IS 1.2'SW OF LINE
I� SW'CORNER OF
f WOOD DECK W/3' CONCRETE IS/ 6.5' WOOD FENCE
WOOD HANDRAIL 4.7'SW OF LINE' TPN 7222000375 �\
�£ o �-�Q\"
GATE ��\v
1 -STORY WOOD WIRE FENCE IS
FRAME HOUSE WOOD t CONCRETE STEPS
�8.3 FFE=156:7 TPN 7222000181
' .. .' CEDAR 6.2'SW OF LINE
-� � ea
>.;,.:. STARS x 7, WOOD FENCE
� a
..._.:.._;'...•` r 2.5"0 METAL POLE
FOR CLOTHES LINA WOOD FENCE 1 %i
:. 44`T CONCRETE`' IS '` 3 CROSSES LINE
;' ` E-165: ' 33:TNW OF FENCE /
3.9 SW 0� LINE FOUND 1 2" REBAR AND CAP !
v�.... WOOD LANDING > " "
W �:.:.,.: 5 BRCK PAVER t INTERSECTION BHI LS 11332
`.' 4 WIRE FENCE
PATIO IN DISREPAIR 0.4 SOUTHWEST OF LINE
Ir WOOD,, STAIRS ! . W/ T-PbSTS
o
• w "� � SW FENCE CORNER
0 LCN`(oj� !`ff CINDER BLOCK WALL 3 IS 1.9'SW OF LINE
S. END IS 4.2'SW OF LIME
r'
SDMH T- 7584 I
RIM 154.84
" �$ 2° A �`s � f° WIR FENCE IS � FOUND 1/2" REBAR AND
15 ADSIE 144.6 (S 3.2 W OF LINE
15" ADS•IE 144.7 N ^ FENCE,INTERSECTION GATE CAP "BHI LS 11332''
15" ADS IE 144 3 (W}}} y/ �o� ^ J 0.1' SOUTHWEST OF LINE
ry 1S/O.6 NE OF LINE SE FENCE CORNER
c� € 8"8"AP F`
IS 0: SW OF LINE
a i' 12"
AP TPN 7222000189
W. END 6 WOOD € BEAST END OF 6
FEN ,
CE IS 0.9'S. OF WOOD FENCE IN 0CIN ISR BLOCK WALLlb
�y 6eFNC,
' LINE, DI REPAIR IS 0.5SN. ,. W. EN 0.5'SW OF LINE I
�'
- - - - - - s OF LINE � REBAR AND `b FOUND 1/2" REBAR NO CAP
N88 26 39 W I w FOUND 1/26 F ,
20.00' �' 330.00 �`� " " 0.4 N.x0.4 E. OF CORNER
f CAP LS 1070: 0.1 S. OF
aGo
9fa I I LINE °' FENCE IS 1.1'NE OF CORNER
i O
TPN 7222000183 6' WOOD FENCE IS & FENCE INTERSECTION d y 00
00
6 0.1'S. OF LINE FENCE WEST END OF 6 WHITE IS 0..3 N. OF LINE
.�h oo NE FENCE CORNER
�n IN DISREPAIR TO E. VINYL FENCE IS 0.4'N.
f` o 4' CHAIN LINK FENCE OF LINE IS 0.1'S. OF LINE TPN 7222000182
FENCE ES
00 CINDER BLOCK WALL Orp� LINE 33.3'E. 0SSOF 32
� G \
� �� 6' WHITE VINYL FENCE FENCE INTERSECTION \
� � 6' WHITE VINYL FENCE IPLA7 �Do � � r� I�
�����
FOUND PUNCH IN 2y" BRASS G P TPN 7222000184 G CO-OPERAfOdIE COQ,
\/
DOME IN 4"X4" CONCRETE r �� � COMPANY'S Q(CRI 7RACTS \
MONUMENT DOWN 0.4' IN CASE,
1.6'E. OF CENTERLINE. WOLAW c, o27
#TBM 'A'
EL: 154.73' I
(4/90161
CALCULATED POSITION
[�71i1��:i7
ZRAvr,
�10_iA
N89'58'08"W 1335.57' (PLAT)
S 23RD ST
SURVEY
FOR
2004 SHATTUCK AVE S
FOUND COPPER TACK IN LEAD IN
CONCRETE MONUMENT DOWN 0.4'
IN CASE. CITY OF RENTON
CONTROL MONUMENT #230.
(4/2016)
BILL & CLAUDIA
MOORMAN
2004 SHATTUCK AVE S
RENTON, WA
GRAPHIC SCALE
20 10 0 20 40
1" = 20'
2' CONTOUR INTERVAL
BASIS OF BEARINGS
HELD A BEARING OF NORTH 25°13'07" WEST BETWEEN CITY OF
RENTON HORIZONTAL CONTROL POINTS 230 & 476.
DATUM
HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON
VERTICAL DATUM: NAVD '88
VERTICAL BENCHMARKS:
FOUND COPPER TACK IN LEAD IN CONCRETE MONUMENT DOWN 0.4' IN CASE.
CITY OF RENTON CONTROL MONUMENT #230.
ELEVATION: 230.76'
FOUND 1/2" BRASS PIN IN CONCRETE MONUMENT DOWN 1' IN CASE. CITY OF
RENTON CONTROL MONUMENT #476.
ELEVATION: 132.86'
TEMPORARY BENCHMARKS:
#TBM 'A' TOP OF MONUMENT IN CASE ±22' WEST OF SOUTHWEST PROPERTY
CORNER.
ELEVATION: 154.73'
EQUIPMENT NOTES
PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE
FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY
TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT.
MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS
SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA
ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES
AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY
WACS 332-130-080/090.
NOTES
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON APRIL 17, 2017 AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND
AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT
TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE
AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH
LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY
RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES.
UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD
LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON
LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM
CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS.
OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO
VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES
SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS
CRITICAL TO DESIGN FOR VERIFICATION.
LEGAL DESCRIPTION/TITLE REPORT NOTES
LEGAL DESCRIPTION AND EASEMENTS SHOWN PER FIRST AMERICAN TITLE
INSURANCE COMPANY TITLE REPORT GUARANTEE NO. 5003353-2629080
DATED MARCH 29, 2016.
THAT PORTION OF LOT 64 OF PLAT NO. 2 OF RENTON COOPERATIVE COAL
COMPANY'S ACRE TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 9 OF PLATS, PAGE 217, IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 64 AND RUNNING THENCE
NORTH ALONG THE WEST LINE OF LOT 64 A DISTANCE OF 137 FEET;
THENCE SOUTH 66'16' EAST TO THE SOUTHEAST CORNER OF LOT 64;
THENCE WEST ALONG THE SOUTH LINE OF LOT 64 330 FEET MORE OR LESS
TO THE POINT OF BEGINNING.
SCHEDULE B EXCEPTIONS
1. PERTAINS TO TAXES FOR THE YEAR 2016.
2. PERTAINS TO A DEED OF TRUST UNDER RECORDING NUMBER
20110309000271, RECORDS OF KING COUNTY, WASHINGTON
3. PERTAINS TO RESTRICTIONS CONTAINED IN INSTRUMENT UNDER
RECORDING NUMBER 491701 AND A WAIVER OF REVISIONARY RIGHTS
UNDER RECORDING NUMBER 2836883, RECORDS OF KING COUNTY,
WASHINGTON.
4. PERTAINS TO RESERVATIONS AND EXCEPTIONS FOR MINERAL RIGHTS
UNDER RECORDING NUMBER 491701, RECORDS OF KING COUNTY,
WASHINGTON.
5. PERTAINS TO OFFERS OF DEDICATION, RESTRICTIONS, EASEMENTS,
BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR
PROVISIONS SHOWN OR DISCLOSED BY PLAT NO. 2 OF RENTON
COOPERATIVE COAL COMPANY'S ACRE TRACTS RECORDED IN VOLUME 9
OF PLATS, PAGE(S) 27.
REFERENCES
1. PLAT NO 2 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE
TRACTS RECORDED IN VOL. 9 OF PLATS AT PAGE 27 RECORDS OF
KING COUNTY, WASHINGTON.
2. RECORD OF SURVEY BY KENNETH J. OYLER, RECORDED UNDER
AUDITOR'S FILE NO. 821 01 4901 7, RECORDS OF KING COUNTY,
WASHINGTON.
3. CITY OF RENTON SHORT PLAT LUA-06-043 SHPL RECORDED UNDER
AUDITOR'S FILE NO. 20081112900009, RECORDS OF KING COUNTY,
WASHINGTON.
SE 1/4, SE T / 4, SEC. 19, TWP. 2 3 N., RGE. SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
www.amsmap.com
'° o
�Q�e�� JOB NO. DATE
�Q�� AXIS
16-069 04/25/17
��� Survey & Mapping DRAWN BY CHECKED BY
�D
15241 NE 90TH ST DMB /•M TB
REDMOND, WA 98052
TEL. 425.823-5700 SCALE SHEET
FAX 425.823-6700 1" = 20' 1 OF 1
N89'48'10"W 1153.74' (CITY)
1153.73' (MEAS)
FOUND 1/2- BRASS PIN 1N
LEGEND
S 15TH ST
CONCRETE MONUMENT DOWN 1' IN
CASE. CITY OF RENTON CONTROL
(
FOUND MONUMENT IN CASE
X x X CHAIN LINK FENCE LINE
FOUND 1/8" PIN IN 2" IRON PIPE
MONUMENT #476.
O
FOUND REBAR
0 WOOD FENCE LINE
DOWN 0.75' IN CASE. CITY OF
(4/2016)
{b
SET BENCHMARK
+ WIRE FENCE LINE
RENTON CONTROL MONUMENT #659
❑
TELECOMMUNICATIONS RISER
SS SANITARY SEWER LINE
(2/2014)
�- UTILITY POLE W/ LIGHT & TRANSFORMER S STORM DRAIN LINE
UTILITY POLE W/ LIGHT, UNDERGROUND - - - OP OVERHEAD POWER LINE
CONDUIT & TRANSFORMER W WATER LINE
WATER VALVE
Q SANITARY SEWER MANHOLE CONCRETE PAVING BRICK PAVING BUILDINGS
❑ CATCH BASIN °
Q STORM DRAIN MANHOLE
POST ASPHALT PAVING
GRAVEL SURFACE
0 12"AP APPLE
2"F FIR
FOUND 1/2
REBAR AND
CAP KJ OYLER 5524
0.4' SOUTH OF CORNER
WALL IS 1.0'SW OF LINE
CONCRETE BLOCK WALL
TPN 7222000370
k W. END 6' WOOD FENCE SIJ
IS 0.6'NE OF LINE p
f 6' WOOD FENCE IS A
\.
O,o' 0.2'NE OF LINE CFj C
O 6„/� ` e
` E. END WALL IS i
0.8'SW OF LINE
jp SW CORNER 6.5' WOOD
FENCE IS 0.8'SW OF LINE
i
W. END WIRE FENCE
Off24.5' IS 1.2'SW OF LINE
I� SW'CORNER OF
f WOOD DECK W/3' CONCRETE IS/ 6.5' WOOD FENCE
WOOD HANDRAIL 4.7'SW OF LINE' TPN 7222000375 �\
�£ o �-�Q\"
GATE ��\v
1 -STORY WOOD WIRE FENCE IS
FRAME HOUSE WOOD t CONCRETE STEPS
�8.3 FFE=156:7 TPN 7222000181
' .. .' CEDAR 6.2'SW OF LINE
-� � ea
>.;,.:. STARS x 7, WOOD FENCE
� a
..._.:.._;'...•` r 2.5"0 METAL POLE
FOR CLOTHES LINA WOOD FENCE 1 %i
:. 44`T CONCRETE`' IS '` 3 CROSSES LINE
;' ` E-165: ' 33:TNW OF FENCE /
3.9 SW 0� LINE FOUND 1 2" REBAR AND CAP !
v�.... WOOD LANDING > " "
W �:.:.,.: 5 BRCK PAVER t INTERSECTION BHI LS 11332
`.' 4 WIRE FENCE
PATIO IN DISREPAIR 0.4 SOUTHWEST OF LINE
Ir WOOD,, STAIRS ! . W/ T-PbSTS
o
• w "� � SW FENCE CORNER
0 LCN`(oj� !`ff CINDER BLOCK WALL 3 IS 1.9'SW OF LINE
S. END IS 4.2'SW OF LIME
r'
SDMH T- 7584 I
RIM 154.84
" �$ 2° A �`s � f° WIR FENCE IS � FOUND 1/2" REBAR AND
15 ADSIE 144.6 (S 3.2 W OF LINE
15" ADS•IE 144.7 N ^ FENCE,INTERSECTION GATE CAP "BHI LS 11332''
15" ADS IE 144 3 (W}}} y/ �o� ^ J 0.1' SOUTHWEST OF LINE
ry 1S/O.6 NE OF LINE SE FENCE CORNER
c� € 8"8"AP F`
IS 0: SW OF LINE
a i' 12"
AP TPN 7222000189
W. END 6 WOOD € BEAST END OF 6
FEN ,
CE IS 0.9'S. OF WOOD FENCE IN 0CIN ISR BLOCK WALLlb
�y 6eFNC,
' LINE, DI REPAIR IS 0.5SN. ,. W. EN 0.5'SW OF LINE I
�'
- - - - - - s OF LINE � REBAR AND `b FOUND 1/2" REBAR NO CAP
N88 26 39 W I w FOUND 1/26 F ,
20.00' �' 330.00 �`� " " 0.4 N.x0.4 E. OF CORNER
f CAP LS 1070: 0.1 S. OF
aGo
9fa I I LINE °' FENCE IS 1.1'NE OF CORNER
i O
TPN 7222000183 6' WOOD FENCE IS & FENCE INTERSECTION d y 00
00
6 0.1'S. OF LINE FENCE WEST END OF 6 WHITE IS 0..3 N. OF LINE
.�h oo NE FENCE CORNER
�n IN DISREPAIR TO E. VINYL FENCE IS 0.4'N.
f` o 4' CHAIN LINK FENCE OF LINE IS 0.1'S. OF LINE TPN 7222000182
FENCE ES
00 CINDER BLOCK WALL Orp� LINE 33.3'E. 0SSOF 32
� G \
� �� 6' WHITE VINYL FENCE FENCE INTERSECTION \
� � 6' WHITE VINYL FENCE IPLA7 �Do � � r� I�
�����
FOUND PUNCH IN 2y" BRASS G P TPN 7222000184 G CO-OPERAfOdIE COQ,
\/
DOME IN 4"X4" CONCRETE r �� � COMPANY'S Q(CRI 7RACTS \
MONUMENT DOWN 0.4' IN CASE,
1.6'E. OF CENTERLINE. WOLAW c, o27
#TBM 'A'
EL: 154.73' I
(4/90161
CALCULATED POSITION
[�71i1��:i7
ZRAvr,
�10_iA
N89'58'08"W 1335.57' (PLAT)
S 23RD ST
SURVEY
FOR
2004 SHATTUCK AVE S
FOUND COPPER TACK IN LEAD IN
CONCRETE MONUMENT DOWN 0.4'
IN CASE. CITY OF RENTON
CONTROL MONUMENT #230.
(4/2016)
BILL & CLAUDIA
MOORMAN
2004 SHATTUCK AVE S
RENTON, WA
GRAPHIC SCALE
20 10 0 20 40
1" = 20'
2' CONTOUR INTERVAL
BASIS OF BEARINGS
HELD A BEARING OF NORTH 25°13'07" WEST BETWEEN CITY OF
RENTON HORIZONTAL CONTROL POINTS 230 & 476.
DATUM
HORIZONTAL DATUM: NAD 83/91 PER CITY OF RENTON
VERTICAL DATUM: NAVD '88
VERTICAL BENCHMARKS:
FOUND COPPER TACK IN LEAD IN CONCRETE MONUMENT DOWN 0.4' IN CASE.
CITY OF RENTON CONTROL MONUMENT #230.
ELEVATION: 230.76'
FOUND 1/2" BRASS PIN IN CONCRETE MONUMENT DOWN 1' IN CASE. CITY OF
RENTON CONTROL MONUMENT #476.
ELEVATION: 132.86'
TEMPORARY BENCHMARKS:
#TBM 'A' TOP OF MONUMENT IN CASE ±22' WEST OF SOUTHWEST PROPERTY
CORNER.
ELEVATION: 154.73'
EQUIPMENT NOTES
PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE
FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY
TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT.
MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS
SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA
ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES
AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY
WACS 332-130-080/090.
NOTES
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON APRIL 17, 2017 AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND
AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT
TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE
AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH
LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY
RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES.
UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD
LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON
LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM
CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS.
OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO
VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES
SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS
CRITICAL TO DESIGN FOR VERIFICATION.
LEGAL DESCRIPTION/TITLE REPORT NOTES
LEGAL DESCRIPTION AND EASEMENTS SHOWN PER FIRST AMERICAN TITLE
INSURANCE COMPANY TITLE REPORT GUARANTEE NO. 5003353-2629080
DATED MARCH 29, 2016.
THAT PORTION OF LOT 64 OF PLAT NO. 2 OF RENTON COOPERATIVE COAL
COMPANY'S ACRE TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 9 OF PLATS, PAGE 217, IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 64 AND RUNNING THENCE
NORTH ALONG THE WEST LINE OF LOT 64 A DISTANCE OF 137 FEET;
THENCE SOUTH 66'16' EAST TO THE SOUTHEAST CORNER OF LOT 64;
THENCE WEST ALONG THE SOUTH LINE OF LOT 64 330 FEET MORE OR LESS
TO THE POINT OF BEGINNING.
SCHEDULE B EXCEPTIONS
1. PERTAINS TO TAXES FOR THE YEAR 2016.
2. PERTAINS TO A DEED OF TRUST UNDER RECORDING NUMBER
20110309000271, RECORDS OF KING COUNTY, WASHINGTON
3. PERTAINS TO RESTRICTIONS CONTAINED IN INSTRUMENT UNDER
RECORDING NUMBER 491701 AND A WAIVER OF REVISIONARY RIGHTS
UNDER RECORDING NUMBER 2836883, RECORDS OF KING COUNTY,
WASHINGTON.
4. PERTAINS TO RESERVATIONS AND EXCEPTIONS FOR MINERAL RIGHTS
UNDER RECORDING NUMBER 491701, RECORDS OF KING COUNTY,
WASHINGTON.
5. PERTAINS TO OFFERS OF DEDICATION, RESTRICTIONS, EASEMENTS,
BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR
PROVISIONS SHOWN OR DISCLOSED BY PLAT NO. 2 OF RENTON
COOPERATIVE COAL COMPANY'S ACRE TRACTS RECORDED IN VOLUME 9
OF PLATS, PAGE(S) 27.
REFERENCES
1. PLAT NO 2 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE
TRACTS RECORDED IN VOL. 9 OF PLATS AT PAGE 27 RECORDS OF
KING COUNTY, WASHINGTON.
2. RECORD OF SURVEY BY KENNETH J. OYLER, RECORDED UNDER
AUDITOR'S FILE NO. 821 01 4901 7, RECORDS OF KING COUNTY,
WASHINGTON.
3. CITY OF RENTON SHORT PLAT LUA-06-043 SHPL RECORDED UNDER
AUDITOR'S FILE NO. 20081112900009, RECORDS OF KING COUNTY,
WASHINGTON.
SE 1/4, SE T / 4, SEC. 19, TWP. 2 3 N., RGE. SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
www.amsmap.com
'° o
�Q�e�� JOB NO. DATE
�Q�� AXIS
16-069 04/25/17
��� Survey & Mapping DRAWN BY CHECKED BY
�D
15241 NE 90TH ST DMB /•M TB
REDMOND, WA 98052
TEL. 425.823-5700 SCALE SHEET
FAX 425.823-6700 1" = 20' 1 OF 1