HomeMy WebLinkAboutMAP_Short_Plat_211020_v1CITY OF RENTON MON #1863
FOUND MON IN CASE. 1/8" BRASS
PIN IN CONCRETE DOWN 1.2'
SE 168TH ST116TH AVE SE233.8
7
'
(
R
1
)
S75°
0
2
'
1
9
"
E
2
3
3
.
8
6
'
(
R
3
/
H
E
L
D
)
TRACT B
LOT 3
LOT 2
LOT 1
TRACT A
ROW DED 1
S75°02'21"E
5.12' (R2)
SE PE
T
R
O
V
I
T
S
K
Y
R
D
.
12
BEN
S
O
N
HEIG
H
T
S
BLO
C
K
2 128TH AVE
SE
SE 176TH ST
TR B
32
31
FOUND REBAR &
CAP LS #30450
FOUND 1/2" REBAR & CAP G4
INC #30450 0.1'W X 0.1'S OF
CALCULATED POSITION
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(HELD)
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.85'
(HELD)
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(DIST FROM CALCED)
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(HELD)
CALCULATED
POSITION
EME
R
A
L
D
VIST
A
SE 1
7
5
T
H
C
T
ROAD NO. 1299 (NOT ESTABLISHED)
FOUND 1/2" REBAR &
CAP G4 INC #30450
ROW DED 2S81°02'06"W
1
2
0
6
.
0
1
'
FOUND MON IN CASE 2"
IRON PIPE, NO TACK,
DOWN 0.4' IN EASTBOUND
LANE OF SE PETROVITSKY.
N75°
0
2
'
1
9
"
W
5
7
2
.
4
7
'
FOUND 3" ALUM DISC W/'X' IN WALK.
BENCHMARK
CITY OF RENTON MON #1969
FOUND MON IN CASE. 2" IRON
PIPE W/TACK IN CASE DOWN
0.7' AT CENTERLINE SE
PETROVITSKY ROAD
ELEVATION: 398.28'
(HELD)
(
B
A
S
I
S
O
F
B
E
A
R
I
N
G
)
S
4
4
°
4
6
'
2
6
"
E
3
6
5
9
.
0
4
'
LEGEND
REFERENCE, SEE SHEET 1
MEASURED BETWEEN MONS
CALCULATED
RIGHT-OF-WAY DEDICATION
FOUND MON IN CASE (SEPT. 2018)
FOUND REBAR & CAP (SEPT. 2018)
REBAR & CAP TO BE SET #22956
(R#)
(M)
(C)
ROW DED
CORPORATE OFFICE
5920 100th St, Ste #25
Lakewood, WA 98498
BEYLER
CONSULTING
Plan. Design. Manage
CONTACT
(253) 984-2900
beylerconsulting.com
ORIGINAL LEGAL DESCRIPTIONS
(PER TICOR TITLE COMPANY GUARANTEE NUMBER 70104516
DATED NOVEMBER 8, 2018)
LOT 1, IN BLOCK 2 OF BENSON HEIGHTS, ACCORDING TO
PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE
98, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE NORTHERLY 12 FEET AS DEEDED TO KING
COUNTY UNDER RECORDING NO. 8705151157.
ALSO EXCEPT THAT PORTION CONVEYED TO KING COUNTY
FOR RIGHT-OF-WAY DEDICATION BY WARRANTY DEED
RECORDED IN KING COUNTY UNDER RECORDING NO.
20000913001594.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE
OF WASHINGTON.
SURVEYOR NOTES
1.THE INFORMATION DEPICTED ON THIS MAP
REPRESENTS THE RESULTS OF A SURVEY MADE IN
SEPTEMBER 2018, AND SHOWS THE GENERAL
CONDITION EXISTING AT THAT TIME.
2.THE DRAWING SHOWN HEREON DOES NOT
NECESSARILY CONTAIN ALL OF THE INFORMATION
OBTAINED BY THE SURVEYOR IN HIS/HER FIELD WORK,
OFFICE WORK.
3.ALL MONUMENTS VISITED AS NOTED.
4.ENCROACHMENTS AS SHOWN HEREON ARE ONLY THOSE
ABOVE GROUND, VISIBLE OBJECTS OBSERVED BY THE
SURVEYOR. NO CERTIFICATION IS MADE OR IMPLIED
THAT THOSE OBJECTS APPEARING TO ENCROACH
ACTUALLY ENCROACH ON THE OWNERSHIP OF THIS OR
THE ADJOINING PROPERTIES.
5.INSTRUMENTATION FOR THIS SURVEY WAS A TOTAL
STATION. PROCEDURES USED IN THIS SURVEY WERE
FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS
SET BY WAC 332-130-090.
6.BURIED UTILITIES SHOWN BASED ON RECORDS
FURNISHED BY OTHERS AND VERIFIED WHERE
POSSIBLE IN THE FIELD. BEYLER CONSULTING ASSUMES
NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS
OR ACCEPTS NO RESPONSIBILITY FOR UNDERGROUND
LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS
CRITICAL TO DESIGN CONTACT THE UTILITY
OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555
BEFORE CONSTRUCTION.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S)
OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS
SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION
MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR-EVER,
ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE
USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE
THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL
NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN
THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND
FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS
SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON,
INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE
UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC-ALLY IDENTIFIED ON THIS
SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER
THAN THE PUBLIC, IN WHICH CASE WE DO HERE-BY DEDICATE SUCH STREETS,
EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE
PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY
SHORT SUB-DIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND
ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL
CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS
WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR
MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT
SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE
BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY
SHORT SUB-DIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO
INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS
FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS
WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY
ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR
SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY
ESTABLISHMENT, CONST-RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS
SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT
BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS,
FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN
WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS
OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND
AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE
SET OUR HANDS AND SEALS.
___________________________________
CASTRO INVESTMENTS LLC
CASTRO SHORT PLAT
12727 SE PETROVITSKY RD
RENTON, WA 98058
DWN. BY
EBR
CHKD. BY
TCF
DATE
10/20/2021
JOB NO.
18.00392
SCALE
1" = 100'
SHEET
1 OF 2
100 50 0 100 200
SCALE: 1" = 100'
RECORDING NO.VOL./PAGE
SW 1/4 of SE 1/4, S. 28, T. 23 N., R. 5 E., W.M.
PORTION OF
STATE OF WASHINGTON )
) SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
_________________________________________________________
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
DATED ___________________________________
SIGNATURE OF
NOTARY PUBLIC ____________________________
PRINTED NAME OF
NOTARY PUBLIC ____________________________
TITLE ____________________________________
MY APPOINTMENT EXPIRES ___________________
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
_________________________________________________________
SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS
AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
____________________________ OF ___________________________
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________________________________
SIGNATURE OF
NOTARY PUBLIC ____________________________
PRINTED NAME OF
NOTARY PUBLIC ____________________________
TITLE ____________________________________
MY APPOINTMENT EXPIRES ___________________
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE APPROPRIATE STATE, COUNTY STATUTE, AND
ORDINANCE IN NOVEMBER, 2019.
___________________________________ ___________
TERRELL C. FERGUSON, P.L.S. #22956 DATE
RECORDER'S CERTIFICATE _____________
FILED FOR RECORD THIS __________ DAY OF ___________, 20 _____
AT _____ M IN BOOK __________ OF ________ AT PAGE ____________ AT
THE REQUEST OF BEYLER CONSULTING LLC.
__________________________
MANAGER SUPT. OF RECORDS
APPROVALS:
DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES
EXAMINED AND APPROVED THIS _____ DAY OF __________, 20 ____
____________________________________________________
DIRECTOR, LAND USE SERVICES DIVISION
EXAMINED AND APPROVED THIS _____ DAY OF __________, 20 ____
____________________________________________________
DEVELOPMENT ENGINEER
DEPARTMENT OF ASSESSMENTS:
EXAMINED AND APPROVED THIS _____ DAY OF __________, 20 ____
____________________________________________________
ASSESSOR
____________________________________________________
DEPUTY ASSESSOR
ACCOUNT NUMBER ____________________________________
REFERENCES (R)
1.PLAT OF BENSON HEIGHTS, VOLUME 48 OF PLATS, PAGE
98 RECORDS OF KING COUNTY.
2.PLAT OF EMERALD VISTA VOLUME 199 OF PLATS, PAGES
58-62, RECORDED UNDER RECORDING NUMBER
20010424000307.
3.RECORD OF SURVEY RECORDED UNDER RECORDING
NUMBER 20160620900018.
4.KING COUNTY RIGHT-OF-WAY DEDICATION BY
WARRANTY DEED RECORDED IN KING COUNTY UNDER
RECORDING NO. 20000913001594.
SITE INFORMATION
TOTAL 49,389± SF 1.134± ACRES
MINIMUM LOT 9,000± SF 0.207± ACRES
AVERAGE LOT 9,363.50± SF 0.215± ACRES
ZONING R-4
RESTRICTIONS
(PER TICOR TITLE COMPANY GUARANTEE NUMBER 70104516
DATED NOVEMBER 8, 2018)
1.THIS SITE IS SUBJECT TO THE COVENANTS,
CONDITIONS, RESTRICTIONS, RECITALS,
RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES,
STATEMENTS, AND OTHER MATTERS AS DISCLOSED IN
THE PLAT OF BENSON HEIGHTS RECORDED UNDER
RECORDING NUMBER 4184539.
2.THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS
OF ORDINANCE NO. 7296 AS DISCLOSED IN
INSTRUMENT RECORDED UNDER RECORDING NUMBER
8510080509. AFFECTS THE NORTHERLY PORTION OF
LOT 1 AS SHOWN HEREON.
3.THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS
OF A SLOPE EASEMENT AS DISCLOSED IN INSTRUMENT
RECORDED UNDER RECORDING NUMBER 8705151160.
AFFECTS THE NORTHERLY PORTION OF LOT 1 AS
SHOWN HEREON.
CITY OF RENTON
SHORT PLAT
RENTON, WASHINGTON
22956
LANDSCAPE REQUIREMENTS
RZC 4-4-070.C.2.B RESIDENTIAL SUBDIVISIONS NOT ABUTTING A PUBLIC OR PRIVATE ROAD ARE EXEMPT FROM LANDSCAPE REGULATIONS
RZC 4-4-070.F.1 STREET FRONTAGE LANDSCAPING REQUIRED: 10' OF ON-SITE LANDSCAPING IS REQUIRED ALONG ALL PUBLIC STREET FRONTAGES.
AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS.
RZC 4-4-070.F.2 STREET TREES AND LANDSCAPING REQUIRED WITHIN THE RIGHT-OF-WAY ON PUBLIC STREETS: 10' OF ON-SITE LANDSCAPING IS
REQUIRED ALONG ALL PUBLIC STREET FRONTAGES: MINIMUM PLANTING STRIP WIDTHS BETWEEN THE CURB AND SIDEWALK ARE
ESTABLISHED ACCORDING TO THE STREET DEVELOPMENT STANDARDS OF RMC 4-6-060. STREET TREES AND, AT A MINIMUM,
GROUNDCOVER PER SUBSECTION L2 OF THIS SECTION, ARE TO BE LOCATED IN THIS AREA WHEN PRESENT. SPACING STANDARDS
SHALL BE AS STIPULATED BY THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT, PROVIDED THERE SHALL BE A
MINIMUM OF ONE STREET TREE PLANTED PER ADDRESS. ANY ADDITIONAL UNDEVELOPED RIGHT-OF-WAY AREAS SHALL BE
LANDSCAPED UNLESS OTHERWISE DETERMINED BY THE ADMINISTRATOR. (RIGHT OF WAY PLANTING STRIPS SHALL INCLUDE CITY
APPROVED STREET TREES AT BACK OF CURB, 24' - 30' ON CENTER, WITH LAWN UNDERNEATH).
MINIMUM TREE DENSITY PER LOT (LOT SIZE / 5,000 X 2)
LOT #LOT SIZE (SF)MIN. SIGNIF. TREES REQ'D PER LOT
1 10,722 10,722 / 5,000 = 2.14 X 2 = 4.28 = 4 TREES
2 9,947 9,947 / 5,000 = 1.99 X 2 = 3.98 = 4 TREES
3 10,304 10,304 / 5,000 = 2.06 X 2 = 4.12 = 4 TREES
TOTAL REPLACEMENT TREE REQUIREMENT: 60 TREES @ 2" CALIPER (DECIDUOUS) OR 6' HT (EVERGREEN)
NENW
SW SE
SECTION INDEX
S 28, T 23 N., R 5 E., W.M.
(NOT TO SCALE)
28
TRACT 'A' PROVISION
TRACT 'A', TREE TRACT, AS A REQUIREMENT FOR
SHORT PLAT APPROVAL SHALL BE SET ASIDE AND
RESERVED FOR PERMANENT OPEN SPACE. OWNERSHIP
AND MAINTENANCE OF TRACT 'A' IS TO BE SHARED
EQUALLY BY THE OWNERS OF LOTS 1, 2 AND 3.
TRACT 'B' PROVISION
TRACT 'B', EMERGENCY VEHICLE ACCESS TRACT, SHALL
BE SET ASIDE AND RESERVED FOR EMERGENCY SERVICE
VEHICLE ACCESS. THE CASTRO HOMEOWNERS'
ASSOCIATION SHALL MAINTAIN OWNERSHIP OF TRACT
'B' AND SHALL BE RESPONSIBLE FOR MAINTAINING SAID
TRACT.
COMM
OHP OHP
SD SD
X X X X X X X X X
LEGEND
REFERENCE, SEE SHEET 1
MEASURED BETWEEN MONS
CALCULATED
RIGHT-OF-WAY DEDICATION
FOUND MON IN CASE (SEPT. 2018)
FOUND REBAR & CAP (SEPT. 2018)
REBAR & CAP TO BE SET #22956
POWER POLE
LIGHT POLE
TRAFFIC JUNCTION BOX
CATCH BASIN
TREE Ø IN INCHES
DECIDUOUS TREE TO REMAIN
TREE Ø IN INCHES
EVERGREEN TREE TO REMAIN
TREE Ø IN INCHES
DECIDUOUS TREE TO BE REMOVED
TREE Ø IN INCHES
EVERGREEN TREE TO BE REMOVED
CONCRETE
ROCKERY WALL
CENTURY LINK PAINT
POWER PAINT
OVERHEAD POWER
STORM PAINT
WOOD FENCE
METAL FENCE
TR
(R#)
(M)
(C)
ROW DED
SD
SD
COM
M
COM
M
COM
M
COM
M
XXOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHP
OHPOHPOHP233.8
7
'
(
R
1
)
S75°
0
2
'
1
9
"
E
2
3
3
.
8
6
'
(
R
3
/
H
E
L
D
)54.09'TR
TR
TRACT B
LOT 3
LOT 2
LOT 1
TRACT A
ROW DED 1
S75°02'21"E
5.12' (R2)43.12'SE PE
T
R
O
V
I
T
S
K
Y
R
D
.
12
BEN
S
O
N
HEIG
H
T
S
BLO
C
K
2
128TH AVE
SE
SE 176TH ST
TR B
32
31
ASPHALT
DRIVE
CENT
E
R
O
F
THRE
E
L
I
N
E
S
28"
7.1"
9"
13"
17"
12"16"
15"10"
14"10"
30"
18"
24"11"
16"/18"
18"
12"
22"
14"
20"
24"
27"
50"
(2)10"
14"
26"18"
18"
22"
22"
23"
18"
14"
20"
12"
14"
30"
30"
20"
12"14"
20"
16"
16"
22"
18"
22"
20"
20"
FOUND REBAR &
CAP LS #30450
FOUND 1/2" REBAR & CAP G4 INC #30450
0.1'W X 0.1'S OF CALCULATED POSITION
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(HELD)
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.85'
(HELD)
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(DIST FROM CALCED)
20' EMERGENCY
VEHICLE
ACCESS TRACT
EXISTING
BUILDING
TO BE
REMOVED
4' ROW DED SECTION LINESE 1
7
5
T
H
C
T
146.9
1
'
(
R
3
)
86.95
'S30°20'29
"E
118
.24
'
(M)118.21
'
(R2
)
118
.29
'
(R3
)N02°18'45"E 138.26' (M)(R2)R=287.36'(R2)L=163.77'Δ=32°39'13"N2°18'45"E 165.12' (C) 165.12' (R2)S1°51'37"W43.12' (R3)10' EASEMENT TO
MAINTAIN SLOPES PER REC.
NO. 20000913001594
FOUND 2" BRASS DOME IN
CASE W/PUNCH DOWN 0.3'
(HELD)
CALCULATED
POSITION
EME
R
A
L
D
VIST
A
107.00' (R2)
N88°04'43"W 107.02' (C)N01°58'08"E 106.67' (R2)106.73' (R3)69.70
'
(R2
)69.66
'
(R3
)S30°20'29
"ER=120.00'(R2)L=67.67'Δ=32°18'37"42'25'
25'17'BSBL
(
T
Y
P
I
C
A
L
)(C)15.01'(R2)15.00'SECTION LINE17'15'ROAD NO. 1299
(NOT ESTABLISHED)
EASEMENT FOR SLOPES PER
REC. NO. 8510080509 & REC.
NO. 8705151160. SEE
RESTRICTION 2 & 3, SHEET 1.
TR
15'℄℄℄
35'
4.26'
124.7
0
'
L=46.90'
Δ=76°46'19"
R=35.00'
96.62
'
4.11'
S75°
0
2
'
1
9
"
E
1
0
6
.
0
7
'
L
=3
3.50'
Δ
=
7
6
°46'20"R
=2
5.00'S01°44'00"W 55.17'S18°18'17"E 55.17
'91.38'N88°01'15"W
N88°05'00"W
N88°05'00"W 106.38'87.41'46.39'S65°
3
0'
3
5
"
W
1
1
8
.
0
6'127.39'S02°18'45"W 224.84'N88°05'00"W 105.10'35.30'87.81'N88°05'00"W 140.01'N01°51'37"E 379.99'11.50'284.50'S01°51'37"W 273.00'74.89'35.00'N2°18'45"E9,472 SF
0.217 ACRES
9,009 SF
0.207 ACRES
10,722 SF
0.246 ACRES
6,481 SF
0.149 ACRES
11,166 SF
0.256 ACRES
25'
91.72'
30'
7.5'12.5
'
30'
30'
25'
25'
12.5'
25'
17'17'11.5'FOUND 1/2" REBAR &
CAP G4 INC #30450
1.5' ROW DED
ROW DED 2
770± SF
0.018± ACRES
TO BE
REMOVED
10"
11"
6"
16"
11"
9"
22"
18"22"
20"6"
8"
10"9"
8"
7"
7"
9"
13"
9"
9"
30'
BSBL
BSBL
1,770 SF
0.041 ACRES
7.5'
7.5'86.25'N88°05'00"W
L2L343.61'
L1
20.00'S81°02'06"W
1
2
0
6
.
0
1
'80.00'38.49'LINE TABLE
LINE
L1
L2
L3
BEARING
S 01°51'37" W
S 01°44'00" W
S 18°18'17" E
DIST.
2.90
5.27
15.81
DWN. BY
EBR
CHKD. BY
TCF
DATE
10/20/2021
JOB NO.
18.00392
SCALE
1" = 30'
SHEET
2 OF 2
CITY OF RENTON
SHORT PLAT
RENTON, WASHINGTON 30 15 0 30 60
SCALE: 1" = 30'
RECORDING NO.VOL./PAGE
PORTION OF
SW 1/4 of SE 1/4, S. 28, T. 23 N., R. 5 E., W.M.
OFFICE
5920 100th St. SW, Ste. 25
Lakewood, WA 98498
BEYLER
CONSULTING
Plan. Design. Manage
CONTACT
(253) 984-2900
beylerconsulting.com
BASIS OF BEARINGS
S44°46'26"E BETWEEN CITY OF RENTON
MONUMENTS #1863 AT THE INTERSECTION OF
SE 168TH ST & 116TH AVE SE & #1969 ON THE
CENTERLINE OF SE PETROVITSKY RD.
BETWEEN 126TH AVE SE & 122ND PL SE.
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON MONUMENTS
#1863 & #1969.
VERTICAL DATUM
NAVD 88 PER CITY OF RENTON MONUMENT
#1969. ELEVATION=398.28'.
CASTRO SHORT PLAT
12727 SE PETROVITSKY RD
RENTON, WA 98058
22956
TREE NOTE:
TREE DIAMETERS AS SHOWN HEREON ARE PER
ARBORIST REPORT PREPARED BY URBAN
FORESTRY SERVICES, ARBORIST NO. PN-7808A