HomeMy WebLinkAboutEx10_Topographic_Map30.02'30.02'NE 12TH STREET
N87°59'46"W 2,625.71'(M)(R1)210.16'210.16'N00°15'00"W 240.18'S00°15'59"E 240.18'1,506.81'(C)(R1)
134.07'(C)(R1)
W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)
FOUND PUNCH ON
1 1/2" BRASS DISK IN
IN CASE
DOWN 0.7'
08-30-21
UNION AVE. NEFOUND 1/8" PIN
IN CONC
MON IN CASE
DOWN 1.5'
08-30-21MONROE AVE. NE805.92'(C)(R1)
FOUND TACK IN
CONC MON IN CASE
DOWN 2.1'
08-30-21
MONROE AVE. NE178.91'(R1)
178.92'(M)
TREE CANOPY/DRIP LINE
FENCE LINE (TYPE AS NOTED)x
BUILDING LINE
TELEPHONE RISERTJR
MONUMENT (FOUND AS NOTED)
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
WATER VALVE
FIRE HYDRANT
HOSE BIB
STORM DRAIN MANHOLE
STORM CATCH BASIN
SEWER MANHOLE
POWER POLE/LIGHT POLE
GUY ANCHOR
GAS METER
S
D
GM
WV
POWER OVERHEAD LINEOP
SANITARY SEWER PIPESS
STORM DRAIN PIPESD
CONCRETE PAVING
ASPHALT PAVING
REBAR (FOUND AS NOTED)
POST OR BOLLARD
GAS VALVEGV
F FIR TREE
M MAPLE
TREE LEGEND
LEGEND
(C)
(M)
P/L
CLF
CALCULATED DIMENSION
MEASURED DIMENSION
PROPERTY LINE
CHAIN LINK FENCE
WATER LINE PER RECORD DATAW(D)xxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x xxxxxxxxxxxxxxxxxxxN00°15'00"W 20.02'N87°59'46"W 20.02'QUEEN AVEWV
WV
18"F
20"F
14"F
30"F
26"F
30"F
S 32"F
26"F
30"F
60"MA 12"DEC
16"DEC
30"F
10"M
WV
TJR
WMS
8"DEC(2)
FOUND 1/2"
REBAR AND CAP
AT GRADE
"MHT 9470"
E. 0.1'
09-02-21
FOUND 1/2" REBAR AND
CAP IN 5" X 5" CONC
"MHT 9470"
E. 0.1'
09-02-21
FOUND BARE 1/4"
REBAR
W. 0.5'
09-02-21
xxOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP5' TALL CLF
x5' TALL CLF
VERTICAL CURB5' TALL CLFCONC SLAB
TREE CANOPY
LINE (TYP)
TREE CANOPY
LINE (TYP)
TREE CANOPY
LINE (TYP)5' TALL CLFGATE5' TALL CLFCEDAR HEDGE
430
43243
2
432OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
~PIERCE AVE NEPARCEL A
KING COUNTY BOUNDARY
LINE ADJUSTMENT
REC.NO. 9802099012
PARCEL B
SSMH
TOP 432.03
IE 427.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ELEV. 427.66
NO CHANNEL
SSMH
TOP 434.25
8" PVC (W), 8" CONC (N),
8" CONC (S)
CENTER CHANNEL
ELEV. 425.43
CATCH BASIN
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS~SD
SD
SD
SDSDSDSDTBM 1
TOP REBAR/CAP
EL = 434.36'430.5429.8432.7430.1430.6432.1432.5432.46432.17432.9
2433.15433.82434.04433.84433.41433.39433.51432.44430.
0431.3433.4434.7432.6431.6429.7430.3431.7430.3430.3432.6432.0N87°59'50"W 134.14'(C) 134.13'(R1)
N87°59'46"W 114.15'S00°15'59"E 131.11'S00°15'00"E 111.09'430
4324344344344304
3
0 432430430 5' TALL CLF0.5'
0.6'
FENCE CROSSES P/L
FENCE 0.1' S. OF P/LFENCE 0.2' S. OF P/L
1.8'
CONC DRIVECONC WALKTBM 2
TOP REBAR/CAP
EL = 430.64'
4.8'
30.00'
30.00'W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)
CATCH BASIN
TOP 433.61
6" CONC IE 432.30 (OUT-E)SSSS~30.00'
30.00'
3.3'
10.7'
9.8'REVISIONOFSHEET NO.DRAWING FILE:PROJECT NUMBER:NUMBER: SCALE: DATE:DESIGN:DRAWN:CHECKED: REVISIONS:APPD.SV-TP-OWDV01880001.dwgSave Date:
Plot Date:
9/21/2021 2:46 PM
9/24/2021 10:35 AM
By: Arj P:\O\OWDV01880001\0400CAD\SV\BASES\SV-TP-OWDV01880001.dwg
Aaron JenningsBy:
File:
POR. NW 1/4, NE 1/4, SEC. 9, TWP. 23 N., RGE. 5 E., W.M.
TOPOGRAPHIC SURVEY
FOR
SHUM PROPERTY
HOI-FUNG SHUM
17723 110TH PLACE SE, RENTON, WA 98055SEPTEMBER 24, 2021ARJ1"=10'OWDV0188-0000111®
20300 Woodinville Snohomish Rd. NE, Ste A
Woodinville Washington 98072
Phone: 425.415.2000
NORTH
1. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE
FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET
BY WAC 332-130-090.
2. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT
POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL
POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING
TRIMBLE EQUIPMENT. MONUMENT POSITIONS THAT WERE
NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES
WERE TIED INTO THE CONTROL POINTS UTILIZING TRIMBLE
ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF
BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR
EXCEEDS THE STANDARDS SET BY WAC 332-130-090.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS
THE RESULTS OF A SURVEY MADE ON SEPTEMBER 3, 2021
AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITION EXISTING AT THAT TIME.
4. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF
RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT
ARE SHOWN.
5. CONTOUR INTERVAL: 2 FOOT
PARCEL A OF KING COUNTY BOUNDARY LINE
ADJUSTMENT, RECORDED UNDER RECORDING NO.
9802099012, RECORDS OF KING COUNTY, WASHINGTON.
NAVD 88
BASED ON GPS OBSERVATIONS.
SITE BENCH MARKS:
TBM 1: TOP OF REBAR AND CAP, SET IN ASPH DRIVE,
46'± SW OF SW CORNER OF SUBJECT PROPERTY ON SITE AS SHOWN
ELEVATION = 434.36'
TBM 2: TOP OF REBAR AND CAP, SET IN MIDDLE OF SUBJECT
PROPERTY AS SHOWN
ELEVATION = 430.64'
EROF
GI
E OY
DU
Call: TOLL FREE
1-800-424-5555CLLABCALL BEFORE YOU DIG
1. KING COUNTY BOUNDARY LINE ADJUSTMENT,
RECORDED UNDER RECORDING NO. 9802099012,
RECORDS OF KING COUNTY, WASHINGTON.
09-24-21
DocuSign Envelope ID: B58AD446-584F-46BF-8420-90761B7E491E