21-407_sp page 2 FFGCCity of Yelm Short Subdivision—Stevens Duplexes
Preliminary Plat No. SHS-2022.0032—YL
A portion of Lot 2 and Lots 3 and 4 in Block 13 the Plat of McKenzie's Second Addition
to Yelm being a portion of the Northeast Quarter of the Southwest Quarter of Section
19, Township 17 North, Range 2 East, W.M., in Thurston County, Washington.
(Page 2 of 2 Pages)
A
opt 06 CATCH BASIN
McKenzie's Second Addition / Ste'' RIM ELEV. = 340.84'
� F `.\ 12" CPP PIPE
Block 18 �,� / 2 SE INV. = 337.38'
0� �� ,�Q- x\ / �'>, ss McKenzie's Second Addition
�j � ��� CO
5 P / �`° so �/� ��-9 °os- Block 14
s
0 Q'� �s°oos
S \
O \ J
® / � �° '\ O•� ASO �0 S `S°�
CO O s oQ\ O �� CATCH BASIN
i ®C / \0� 00 p �� ��s'Q j. `�\ RIM ELEV. = 341.69'
.0 F o9 y `� 12" CPP PIPE
McKenzie's Second Addition / �� °�� osLD��`L� z� Oh �s°os �o� �y NW INV. = 336.96'
Block 16 �s0 k0 ®SLD �0 `L�, / ATO \ °J. \�s s0 S'), 12" CPP PIPE
/ �� 50 O C �/ / \ SE INV. = 336.91'
.01
i \ ��\ O SO 10 FOOT WIDE UTILITY EASEMENT
�° 6,0 os WITH THE RECORDING OF THIS MAP
000 �s ADO / O\ �1 �rL° O°°J
.0 c� \ \ \ \
/\ / �(��O \ 2 °S SIDEWALK
mss°\258 .o� 0 \/>> D°0�0 �0 // ��y° �soQO \`� \ `� CALCULATED
LQ,
� �0 0 3 AS PER
9 \ / / \� 0 �� oQ00 's- DO \0 /� O of \ REFERENCE
X30 O'` �\ Ok � "p
N�k "'.—S
IQ
N\ 4-0 `lh �s \ / C-)0� <c, °°J 1 I L2---
q11
0 so s0o of s- PROPOSED 0� y��
° IQ A BUILDING
FOOTPRINT N00
�` o
cb
\ \ 0 340.00 \-` s qO l / 5 X\�
McKenzie's Second Addition 9� �\ � �°J
Block 12 �� � McKenzie's Second Addition ,, ,�o,
n _ Block 13 - /���0
�lA� s0 /
SS
0,7� \�O` " CO
O /FOUND 1 1/2" BRASS SURFACE MONUMENT AT THE POINT OF CURVATURE 'Q\
OF STEVENS AVENUE NORTHEAST 1 FOOT SOUTH OF CENTERLINE AS PER �.
REFERENCE SURVEY # 3 (1/13/2022). HELD FOR BASIS OF BEARINGS.
A2FOUND 2" BRASS MONUMENT IN CASE AT THE INTERSECTION OF 2ND �O �o /
STREET NORTHEAST AND STEVENS STREET NORTHEAST (1/13/2022). \ McKenzie's Second Addition
FOUND 2" MONUMENT IN CASE AT THE INTERSECTION OF 1ST STREET \ Block 11
A3 NORTHEAST AND STEVENS AVENUE NORTHEAST AS PER REFERENCE /
SURVEY # 3 (1/13/2022). HELD FOR ROTATION OF BEARINGS. \
FOUND 1 1/2" BRASS MONUMENT IN CASE AT THE INTERSECTION
4L A6
OF VAN TRUMP AVENUE NORTHEAST AND 1ST STREET NORTHEAST
AS PER REFERENCE SURVEYS # 2 AND 3 (1/13/2022).
AFOUND 2" BRASS MONUMENT IN CASE AT THE INTERSECTION OF VAN
TRUMP AVENUE NORTHEAST AND 2ND STREET NORTHEAST AS PER
REFERENCE SURVEY # 2 (1/13/2022).
AFOUND 2" BRASS MONUMENT IN CASE AT THE INTERSECTION OF VAN
6 TRUMP AVENUE NORTHEAST AND 3RD STREET NORTHEAST AS PER
REFERENCE SURVEYS # 2 AND 3 (1/13/2022).
A77SET 1/2" REBAR WITH CAP LS 36792: FOUND 3/8" REBAR WITH CAP
LS 22970 BEARING S5630'13"W 1.40' FROM SET REBAR (10/10/2022).
ASET 1/2" REBAR WITH CAP LS 36792: FOUND 3/8" REBAR WITH ELLEGIBLE
8 CAP BEARING S49°15'05"W 0.72' FROM SET REBAR (10/10/2022).
TPN 64421300300 BEFORE
15, 621.46 S. F.
0.358 ACRES
SEPTIC STEP SYSTEM IS
SHARED BETWEEN BOTH
TPN 64421300100 AND
TPN 64421300300
OLOT 1 AFTER
1
7,810.73 S. F.
0.179 ACRES
LOT 2 AFTER
2O7,810.73 S. F.
0.179 A CRES
Address
205 STEVEN AVENUE NORTHEAST,
UNIT A AND UNIT B, YELM WA 98597
207 STEVEN AVENUE NORTHEAST,
UNIT A AND UNIT B„ YELM WA 98597
SCALE I" = 100'
0 25 50 100
BASIS OF BEARINGS: RECORD OF SURVEY UNDER AUDITOR'S FILE
NUMBER 4732763, RECORDS OF THURSTON COUNTY, WASHINGTON.
L E G E N D
00 FOUND CORNER AS NOTED
0
SET 1/2" REBAR WITH CAP LS 36792
® •
CALCULATED POSITION
( )
PLAT DISTANCE
W❑
WATER METER
SLD
WATER VALVE
®
FIRE HYDRANT
OO
GAS VALVE
�S
UTILITY POLE
❑T TELEPHONE PEDESTAL
®CO SEPTIC CLEAN OUT
® STORM CATCH BASIN
PROPERTY LINE
LOT LINE
CEN TERLI NE
CONTOUR LINE
W WATER LINE
S STORM WATER LINE
SS SANITARY SEWAR WATER LINE
X FENCE LINE
— — — — — THE PROPOSED BUILDING FOOTPRINT
LINE TABLE
LINE
BEARING
SA
STEP SYSTEM ALARM
S 04 57'40" E
42.34
SAM
STEP SYSTEM ALARM METER
SLD
STEP SYSTEM LID
®
SANITARY SEWER MANHOLE
OO
STORM DRAIN MANHOLE
® STORM CATCH BASIN
PROPERTY LINE
LOT LINE
CEN TERLI NE
CONTOUR LINE
W WATER LINE
S STORM WATER LINE
SS SANITARY SEWAR WATER LINE
X FENCE LINE
— — — — — THE PROPOSED BUILDING FOOTPRINT
LINE TABLE
LINE
BEARING
DISTANCE
L1
S 04 57'40" E
42.34
L2
N 86 28'28" E
41.51
L3
S 50°04'23" E
15.025
L4
N 50°05'09" W
15.02
CURVE TABLE
CURVE RADIUS ARC LENGTH DELTA ANGLE
C1 419.75 35.27 4°48'54"
C2 389.75 5.11 0°45'03"