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HomeMy WebLinkAboutLarge FormatWEST QUARTER CORNER SEC 32,TWP--23 N, RNG 5E,
WM CALCULATED PER THE RESERVE AT STONEHAVEN
VOLUME 233, PAGE 043.
I
BUFFER AVERAGING:
+++++
SOOS CREEK WATER & SEWER DISTRICT
MERYL KAMOWSKI
i•
I
BUFFER INCREASE AREA
+ + + +
+++++
(+356
SF)
INCREASE+ ++
TOTAL
BUFFER DECREASE AREA
CAT II WETLAND
(-313
SF)
(253) 395-7065
PHONE
CENTURY LINK
WASHINGTON FORESTRY CONSULTANTS, INC.
23315 66TH AVENUE SOUTH
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WEST QUARTER CORNER SEC 32,TWP--23 N, RNG 5E,
WM CALCULATED PER THE RESERVE AT STONEHAVEN
VOLUME 233, PAGE 043.
I
BUFFER AVERAGING:
+++++
SOOS CREEK WATER & SEWER DISTRICT
MERYL KAMOWSKI
+ +
TOTAL
BUFFER INCREASE AREA
+ + + +
+++++
(+356
SF)
INCREASE+ ++
TOTAL
BUFFER DECREASE AREA
CAT II WETLAND
(-313
SF)
VUECREST H SITE DATA: SHEET INDEX:
PRELIMINARY 1. TOTAL AREA: 2.45 AC (106,680 SF) 1 OF 6 PRELIMINARY SHORT PLAT
2. PROPOSED NO. OF LOTS: 8 2 OF 6 PRELIMINARY GRADING AND DRAINAGE PLAN
PORTION OF NW 1/47 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. 3 OF 6 PRELIMINARY ROAD PROFILES N
CITY OF RENTON, ICING COUNTY, WASHINGTON 3. TAX PARCEL #,S. 3223059097 4 OF 6 PRELIMINARY UTILITY PLAN
4. AVERAGE LOT AREA: 8,948 SF 5 OF 6 PRELIMINARY LANDSCAPE PLAN
5. MINIMUM LOT AREA:` 7,558 SF 6 OF 6 PRELIMINARY TREE RETENTION PLAN
0Lu V n
6. MINIMUM LOT AREA ALLOWED: 7,000 SF N Q �,
: Lia
o
7. SQUARE FOOTAGE OF LAND IN CRITICAL AREA: 1,126 SF co
Ld
8. SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 7,278 SF
0
9. SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 26,696 SF goHA C7
10. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: N/A ����� 0 �--
� �. r
0
11. PROPOSED NET DENSITY: 4.42 DU/AC 2' a_ V
ZSG 0y 0
12. DENSITY ALLOWED BY CODE: 4 TO 8 DU/AC "(0 ENG%A V _
13. EXISTING ZONING: R-8 (R-6 INTERIM ZONING PER ORDINATE #5724) f _
14. MINIMUM LOT WIDTH:* INTERIOR - 60FT (n L
CORNER - 70FT m a
� a
15. REQUIRED MIN. SETBACKS:' 14 00 C.
FRONT: 25 FEET M C)
INTERIOR: 7.5 FEET 0 15 30 60 W
SIDE STREET: 25 FEET m m
r� REAR: 25 FEET EX. 1 50' ROW
J(�------------
SCALE: 1"=30'
41
I * NOTE: 20 30' 1 � o
MINIMUM LOT AREA, LOT WIDTH, AND I M
r) SETBACKS AS REFERENCED ARE BASED
1 ON THE INTERIM R-6 ZONING. z°
It a n nl� r -n r�lr- In; r 4)I I A A A L)TI I A I I
IVln�t\L-I vL_IL- UU-L-I fl �A Ivini \ I fin
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L- - -- - -- - - -- - -- -- - - - - - - - - - - -
n-
SOOS CREEK WATER & SEWER DISTRICT
MERYL KAMOWSKI
rDELINEATED WETLAND EDGE
BY WETLAND RESOURCES, INC.
BUFFER
y�\\��
9505 19TH AVE. SE,
�-- -" ""-
/
�S-
INCREASE+ ++
(425) 337-3074
801 SOUTH 212TH STREET
CAT II WETLAND
/
(+236 SF) + �'S�• -5g p1'11
(253) 395-7065
PHONE
CENTURY LINK
WASHINGTON FORESTRY CONSULTANTS, INC.
23315 66TH AVENUE SOUTH
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TRACT A
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BUFFER
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SYMBOL INDICATES LOCATION OF
MONUMENT TO BE INSTALLED AT ALL
+ PC, PT AND INTERSECTIONS (TYP.)
N
0
z -
CA
0
0
N89°45'28"E 636.70'
-P 465.66' _
S89' 45' 28.08"W
m (8,404 SF) DECREASE -___ - �� ��' 27.52 60.00 60.00' 60.013
(-313 SF)
g o m BUFFER 'o ,
PROPOSED ROAD .� C INCREASE M X = __ 0 10 UTILITY EASEMENT
EXTENSION BY OTHERS (+120 SF) �a's
+
^ \
8' PLANTER ESMT
I r, IL„u 'F Ink - urr
' 58.22' -� _ =35.43, ��56
N N88' 45' 52.96" N� 0=400
v i10' UTILITY EASEMENT _ u,
�- N I % I N 6 O I r I
L_Vn l/L lJ`r..)-L_L_n w �1' cD
r)/v�r)(5�r) tiu/\!v\!\ ti 58.03'
LIJIJLI)vLl/vIJIJVIJv N 7558 SF 7563 SF 7567 SF
8 i I
z
17248 SF
CD- -- -- -- - - -- -- -
7
PROPOSED
BUILDING SETBACK LINE (TYP) LOT LINE (TYP)
-------T-------
I
I
I
A AnnE)C- r) A I II A A
IVIQUI \L- I MUL_ IVI
UTILITIES/SERVICES
WATER/SEWER
SOOS CREEK WATER & SEWER DISTRICT
MERYL KAMOWSKI
14616 SOUTHEAST 192ND STREET
WETLAND RESOURCES,
RENTON, WA 98058
9505 19TH AVE. SE,
(253) 630-9900
POWER/GAS
PUGET SOUND ENERGY
(425) 337-3074
801 SOUTH 212TH STREET
FAX (425) 337-3045
KENT, WA 98032
ARBORIST
(253) 395-7065
PHONE
CENTURY LINK
WASHINGTON FORESTRY CONSULTANTS, INC.
23315 66TH AVENUE SOUTH
SUITE C
KENT, WA 98032
(253) 372-5361
I z
I ® O
- -I -
T°
O 111
PLAT BOUNDARY I ? SE 186TH ST. `�' co1�.�' to
13 - - - 00
X W
0 cl 41 CD
ROAD CD{�
Ln N 0 1
(RESIDENTIAL ACCESS) p / ,
(26,696 SF) "'- R=25' - - V w
I 1 �
60.00' 60.00' 60.00' 47.68' I
Ao. wco
I vJ
wI LL. >
U
-- -- -- -- -- -- > Q i I ® 00 w
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Q w I �; -J
I
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I CD
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89
7571 SF 7575 SF 7580 SF 18 SF I
�� \ L
10' UTILITY EASIEMENT 0
I I I I LL
BSBL(TYP) \
3' ROW DED CATION I
--
EX. 150' ROW
20' gin'
203.52' 60.00' 60.00' 60.00' 60.00'
PLAT BOUNDARY . > 11 1
I
I
EXISTING
LOT LINE (TYP)
X77 r\r-ugh i
\/LL\/ii lei IV\/
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SOUTHWEST CORNER SEC 32,TWP 23 N,
RNG 5E, WM CALCULATED PER WEST
GLEN VOLUME 231, PAGE 033.
I
FIRE RENTON FIRE & EMERGENCY SERVICES DEPT.
1055 SOUTH GRADY WAY
RENTON, WA 98057
(425) 430-7000
SCHOOL RENTON SCHOOL DISTRICT
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
(425) 204-2300
III: -k ■,
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
(425) 251-6222
FAX (425) 251-8782
CONTACT: BRYAN SCHWARTZ, P.E.
WAYNE POTTER
SURVEYOR
STEVE WOODS, P.L.S.
CONTOUR ENGINEERING, LLC
3309 56TH ST. NW, SUITE 106
GIG HARBOR, WA 98335
(253) 857-5454
FAX (253) 509-0044
SOIL ENGINEER
RAY COGLAS, P.E.
EARTH SOLUTIONS, LLC
1805 136TH PL. NE, SUITE 201
BELLEVUE, WA 98005
(425) 449-4704
FAX (425) 449-4711
1\189 49 30 E 636.52
�/LLt/11..1 I\/lJ
1 /f -t\ It\ IIK Iii f-fl1A/ A [)fl f\( -\t\ In I A r - -FA I
V L -I NI VII 4\7 L -L) VV nl \v �A Uvl vI vn L I nL
I (-\ T I,
Lu I L;
1 u A I nl A l
L_v rL_l) I`r I
• • 0
KOLIN TAYLOR
KBS III, LLC, A WASHINGTON LIMITED LIABILITY CO.
(AKA KBS DEVELOPMENT CORPORATION)
12320 NE 8TH ST, SUITE 100
BELLEVUE, WA 98005
(206) 631-7000
BIOLOGIST
JEFF MALLAHAN
0.
MERYL KAMOWSKI
AREA (SF)
WETLAND RESOURCES,
INC.
9505 19TH AVE. SE,
SUITE 106
EVERETT, WA 98208
(425) 337-3074
o
FAX (425) 337-3045
ARBORIST
GALEN WRIGHT, ASCA,
ACF
WASHINGTON FORESTRY CONSULTANTS, INC.
1919 YELM HWY. SE,
SUITE C
OLYMPIA, WA 98501
(360) 943-1723
3119115
FAX (360)943-4128
60.00' 60.00' 70.00'
PLAT BOUNDARY
I
I I
I
I X77 1n,r_v�� A
VLLVLI �I L I`r I
n�/ II I^Tln I L A Q I n t Iprt 1 )
1 F - )u I UV.: I II V IVI �A L_nVl \L 11 00I V �\
I
I I I
I I
EX. 40' ROW
i
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
20' 20'
1
LEGAL DESCRIPTION:
THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32 IN TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT PORTION LYING THEREOF WITHIN 102ND AVENUE SOUTHEAST RIGHT OF WAY.
AREA TABLE
0.
TRACT/USE
AREA (SF)
A CRITICAL AREA TRACT
PUBLIC STREET (RIGHT OF WAY)
LOT AREA
8,404
26,696
71,580
TOTAL AREA
106,680
I DECEIVED
MAR 2 4 2015
CITE' OF RENTON
PLANNING DIVISION
BASIS OF BEARING:
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF ZERO COUNTERCLOCKWISE WAS APPLIED
AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF
SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE
WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991
(NAD 83/2011) GRID COORDINATES WERE FOUND TO BE 165409.0972
/ 1303018.816 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL
THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION
FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF
0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN
GROUND DISTANCES.
VERTICAL DATUM:
BASE:
COR 2140: FOUND 3" BRASS DISC STAMPED "KC -F-7 1993"
IN CONCRETE WALK ON NORTH SIDE OF SOUTHEAST 192ND STREET
IN FRONT OF HOUSE NO. 11406.
ELEVATION 508.467 FEET (NAVD 88)
SITE:
FOUND 1" BRASS DISC WITH "X" AT INTERSECTION
OF 192ND STREET & SOUTHEAST 186TH STREET.
ELEVATION 406.25 FEET
0.
SC,y�
-lP pF WAS11 �l
o
? 44733
01S1E��
S'�NA L EAG
3119115
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10' UTILITY
EASEMENT
3' ROW DEDICATION
5' SIDEWALK 8' PLANTER
9.50'
W
Z
0.5'
2.0%�
..2.0%
EX 50' R/W
±27.5'
A, )r1w k1wj
PORTION OF NW 1/47 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
(EXISTING PAVEMENT WIDTH ±27.5')
c�
cr_ ±18'
FX SIDFWAI K
15.5' 1-
z
I- J
>I
w �
_ ±2.0% w ±2.0%
----------------------------� -°---'
e.
N
/A
CI
s
Qy,
G`T'NG IEE NG1N��
s
0 15 30 60
SCALE: 1"=30'
CEMENT CONCRETE VERTICAL ---"I - - - - - - - - - - - I
CURB AND GUTTER SAWCUT EX ASPHALT AT EXISTING VERTICAL CURB I CB 5
(TYP.) EXISTING R/W CENTERLINE
102NDAVEI RIM=404.98 I
YSE I I CONC S IE 403 46
WEST QUARTER CORNER SEC 32,TWP, 23 N, RNG 5E, FRONTAGE IMPROVEMENTS I Q 14 00 I
WM CALCULATED PER THE RESERVE AT STONEHAVEN A i GRAVEL II I i
VOLUME 233, PAGE 043. NOT TO SCALE ���in�-u'-,q
- I / I
I ivinvl\[_ivt7IC w.:C, fl %A rvini\ I rim y7 ugh i I I
If - I^. ,.) Q A l A [)TI I A
l/LL\/V.i v IVL cj) I II 1
nl n -7 fir- n TL) -7 r- Q i,r A F) 12" CPAP CULVERT n .
I I I
(TYP.) I LJ1nL_ L,L_n I I \L i \ l/C. nI \ IE=404.42 I W I v
TOP OF WALL ELEVATION NP. ) NEW UPSTREAM DRAINAGE
EXPOSED HEIGHT OF WALL (TYP.) -- 1.5 W-396.0 STORM LINE DISCHARGE P0� RT\ . W7
i_
PROPOSED TYPE 1 CATCH BASIN I!. ' II k„• I _
IE=405.39
r.\�n (TYP.) I 12" CMP CULVERT i v �Ign
Y < ( r EXPOSED BOTTOM OF WALL ELEVATION (TYP.) IE=405.93 CJB I Q "')
r
,� rJL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD4
< J
r'_� � v'' (j >`� I .: �� : y a `••. EX 12 SD � o � ' �7 • ' � , �'•. o . ' � I
>, � ; I "� \ STOP RIM=405.87
J k'' SIGN 12" ADS 5 ,,E 402.97
2' ° TO BE REMOVED) - Q 12" ADS NE, IE 402.95
PROPOSED C.I.P. WALL p o �_ - GRAVEL II �1'a
394
- a a d I
A -.396'0" Qr P.P' w TRANSFORMER t - N r- I GV
•� <• W S9 kQ l -_.d� o EXtST DRI/tWAY . �.2:0'N ° -t .' Z t
\\
:WF;;Q17'" ,N89°45 28"E 636.70' PLAT BOUNDARY E - '' "4Ua' '--= --- >----.«_�." 2,0'N 10' R
<\ - - „
k fN I
�.TH STREET
_
WF A38 . U.J. .: {
96.5 . a X f , µ _ � fi:.N. .. _. , < _. � . ,,
SE 6
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.,. , -a .. ,. n ;1,v. as>.. .t. .. ._. .a ,. .... c. - ., .. ,r. .. rJ ':.. A _,.. ,.. ,.,.,} .. -.., ...
\ .. �... < , .. , '... ,-A a .. : .+. a ,.:... . :....,. . ..' ,. t . . •.,. .:
.a- -.. a ,.. -. ._ -. , s, ,.. x_ ,. :. ... _
_ „. , .. x a[:Tt, � ,. ... ._ .:_ _ _ .1 e ar ........ ....,. e) ,a.. .a e , rs . ,. ... , :- x
i� 't
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r 3 rz r 9 -
\ r >7: �' � \ � f 4
e� x a + 'v"i"a e a: �.- r --••-•,r
WF A35 / sr4 r f' / cn )
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... _- - .>t f a ,7--. :. , ,. _. ... ,. ., r , , ,. .. .t ,}t. . „ ,,;. ..... .. .. .. , ,
ata.. ... .} >rb � _. '..:: x ,...a... r.
�..
• :. ,a, , :.. >, .. a ':, .. .. , .... ,r;d A - 1.,...3a N. „/ x.., k v ,. ..:::," .3 '.:_:
E A 16
.v. ,< .,. :.. .. .,, w >3 , .. .. x:. v.. .. a w.5. ) ...._ _., J. x t.5,. +✓ t,. r t` x
.. , ,..x .. I Y.. ., a. >.. } .x�.- ...,. ,.. z. a. , r_ ,. •,. .. _. r:. , ..-..,.., :%'. I, e: :. t .,n ..- v
,✓ ,. a _. ,i x. 2,.. ..> , -. r- , ,.. .,. ... .-.Q
FON 1
r . , � .. x• , c) .. _ FOUND BRASS S DIST.
.'r----».--rt----r+ <. _. _., .,. _ ., tet,_ • ,. .... -� ,.. , _ ,. r.. ,...
CAT I
.. ..Px .
Y, .. , , C. ... /"'.. .,1,.. , :.. ... .. x , a. ..,.. .,. ...>.. ,.. ., ,. '.l -. .. ,. ,u. ,s ... ... , ..^T^'.". aT,3 :,, .,. T"• +-*+-•.m. ,d., 3. -..it
V n \ .
V.. x a. , , r r V., t'r , 1 t � f i _., . .
„ ..: ,. .. a . \. , 3 ,. '.,.., ., a .. r,. .. , ,... .x r,. ....
,. s. �. ., _ <.-. n ,.. r ,� .. ,< ,.. SITE BENCH MAR
ELEV=406.25'
e r -a
TRC n
2 A T A ,� G 3.<•,~ 4 4. 4.. 4. 4: yo
•Q "• , �t::L ;uJ •,N 3:.. / r' : e/ ° 8' e4,
Q S� F F 6
1 PLANTER
.p
. RfTICAL AREA. 0.... •. � - .a. . .. 4 �4 I iC] CB -
t °
.4: a .' . 49 .
• ' ° . ;5. <SID WALK
TW 396.0 �.... _ _
8.0 _ �)o m TW -395.0 I ___-_� __-_ // �\ ---_ -1 i, ° / RIPA=406.25
BW -388.0 �� o m "' 7,0 it 1., ---_----------- 12° AUS N IE 403.30
BW -388.0
747
PROPOSED ROAD max. g' '..... ' ...................... 1 I I DECK 1
TW 395.0 Fo ' I :.I OPOSED: 4
4 , °. /
J' I
�.� ....... 7.0 ° / L..... ' I EXISTING STRUCTURES
1 � PR
EXTENTION BY OTHERS s. I TO BE DEMOLISHED` DRI ) A
BW -388.0 I(
%� '• . ' :....•• ............ ........ ... {" : I
EW I
AY' TYP
-�,�- a•� / 5' SID ALC• I I ,.•• I I f II •1 � �Y`���
LSP
o, SED 16 WIDE pl 8' PLANTER C
/
'� I
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PROPO � ��l•' I �
•:'�''' - E3UIL NG LANT R 1'8'
� DRIVEWAY PER COR I � I
�.
n�-moi t , ro/ I STDS. i nLV 5' SIDEWALK
u >< I I GARAGE (4909)
(TYP.) I I I: q
^/,I In Irinrp I InA Ar^ I I /- -
.:\/�)1VLIL/LI\ f1UIVIL..:, 9u• -Zt''- .-'-.-.-.-..,. /� •� 1 •.I I I ...L--. - I '� �` ' iia `� /ice\J
I I 4 (- 00
\
A UII
�_v i , / 3 j 5 404.00 QVRHANG
• I
O,� j 99.25 ' 401.7 II 6-25_" I o r
40
Ln
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LVn V� l)`t.J-L.L"n
r)nn7nrr) �unnnn ---- 8 I I I I CJ
2IJIJVvL\/
® I I I I I SHED r �. 407.50 406.50 11 00 \
396.00 I I I t -]I 1 -':,IMP culvert -....._I cp � z,
STORM DRAINAGE TO _ j _ I 407.50 j 1 FP IE=407.82' ,........ 1 �a
F------------ '- SD^_z I --I to \ i
CONNECT `f0 OFFSITE � " I � � tf w.
DRAINAGE FACILITY BY /STRUCTURAL PAD j I :'' .' I I I. I �� )) _ ¢ I SSMH 1g 87 /
THIS SECTION OF THE STREET I I ---- I i GRAVES ' (TO BE .E�EMOVED al �'
OTHERS, o I ELEVATION (TYP) 1 I :h�2 __ EXISTING SHED I T-�__ �__ I x, RIM=40 .
z SHALL MATCH VUECREST ESTATES I I I i, I __ I ' 1
o :.............. ' _- �` I TO BE DEMOLISHED ---_-- - _ �, I Pi '< w,- I------ 8„ PVC S IE 402.09
FROM STA 0+65 TO STA 1+78 I I 1 -- �� _ I I____--= - tz Cfi�iP CULVERTv--I-1 _ tt ,
(.. ) L• / / '•� / \ I I 8" CONC NW IE 402.34
(0-
/E I/=4 .16� Q' • a 8" CONC NE IE 402..17
H.EX CYCLONE TU."" ,...'1 I I I I 1 / I rx"i-I'-.-I
_ _ 6' HOOD FENCE TO I I a VV
u
a'
rBE REMOVECl•••TY? .................... -
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Attachment #4: Inventory list of project area trees
A detailed list of all trees by species, DBH, crown position, condition, root protection zone
(RPZ), drip line (D/L) radius, tree health status, and save/remove potential:
Tree
Spp.
DBH
Crown
Position
Tree
Condition
RPZ
D/L
Radius
Healthy
Tree?
Save/
Remove
1
DF
12.3
S
P -Topped
8
12
YES
Remove
2
DF
17
C
G
10
14
YES
Save
3
DF
12.2
C
G
8
12
YES
Save
4
NS
24
D
G
16
16
YES
Save
5
CH
7
S
VP
6
12
NO
Remove
6
CH
10
S
VP
8
16
NO
Remove
7
CH
6
S
VP
6
10
NO
Remove
8
CH
8
S
P
8
16
NO
Remove
9
BM
4-8
---S
P
14
25
NO
Remove
10
WP
14
C
F
10
12
YES
Remove
11
WP
13
S
VP
51
BM
NO
Remove
12
WP
14
C
F
10
16
YES
Remove
13
WP
22
C
F
12
20
YES
Remove
14
DF
18
C
F
10
18
YES
Remove
15
DF
26
C
G
12
20
YES
Remove
16
LP
8
S
P
6
8
NO
Remove
17
DF
24
C
F
12
20
YES
Remove
18
DF
16
C
G
10
14
YES
Remove
19
DF
38
D
G
18
22
YES
Remove
20
DF
32
D
F
14
20
YES
Remove
21
BL
3-7
C
P
8
10
NO
Remove
22
holly
6-8
BM
P
8
8
NO
Remove
23
apple
10
12,11 C
VP
8
12
NO
Remove
24
apple
8,6
F
VP
12
YES
NO
Remove
25
apple
8,10
6
VP
NO
Remove
NO
Remove
26
apple
10
C
VP
Remove
68
NO
Remove
27
DF
17
C
F
12
18
YES
—YES
Remove
28
DF
10
S
F
8
8
F
Remove
29
DF
14
C
F
10
14
YES
Remove
30
WH
22
D
F
12
20
YES
Remove
31
DF
12
C
G
12
15
YES
Remove
32
DF
14
C
G
12
18
YES
Remove
33
BM
16110
C
F
12
20
YES
Remove
34
DF
32
D
F
14
22
YES
Remove
35
BM
9
C
P
10
12
NO
Remove
36
BM
6
C
P
8
10
NO
Remove
37
BM
10-12
C
P
12
16
NO
Remove
38
BM
6-8
C
P
12
15
NO
Remove
Tree
Spp.
Crown
DBH Position
Tree
Condition
RPZ
D/L
Radius
Healthy
Tree?
Save/
Remove
39
BM
4-10 C
P
12
16
NO
Remove
40
BM
7-10 C
P
15
22
NO
Remove
41
DF
35 D
F
15
25
YES
Remove
42
DF
14 C
G
8
14
YES
Save
43
DF
9 S
F
6
10
YES
Save
44
BM
6-10 D
F
12
16
YES
Save
45
BM
7-10 C
P
16
YES
NO
Remove
46
BM
10 C
F
12
20
YES
Save
47
BM
8-15 C
P
12
20
NO
Remove
48
BM
8,14 C
F
12
15
YES
Save
49
BM
4-8 C
P
6
S
NO
Remove
50
BM
16,18 C
F
10
15
YES
Remove
51
BM
4-6 C
P
90
DF
NO
Remove
52
BM
14-15 C
F
12
25
YES
Remove
53
BM
8-11 C
F
10
15
YES
Remove
54
DF
18 C
F
12
18
YES
Remove
55
DF
26 D
F
15
20
YES
Remove
56
BM
10 C
VP
NO
Remove
57
BM
10 C
F
8
12
YES
Remove
58
BM
7 S
F
6
10
YES
Remove
59
BM
Remove
97
RC
6
Off site
F
60
BM
YES
Remove
98
BM
Off site
C
61
BM
7-14 C
F
12
15
YES
Remove
62
BM
10 C
F
8
12
YES
Remove
63
BM
14 C
F
10
12
YES
Remove
64
BM
12,11 C
P
8
12
NO
Remove
65
BM
16 D
F
10
12
YES
Remove
66
BM
7 S
P
6
8
NO
Remove
67
CB
7 S
P
8
C
NO
Remove
68
BM
10-14 C
P
BM
12
NO
Remove
69
BM
12-14 C
F
12
20
YES
Remove
70
DF
24 D
F
12
16
YES
Remove
71
DF
11 S
P
8
10
NO
Remove
72
BM
12 C
P
14
YES
NO
Remove
73
BM
9 S
VP
10
14
NO
Remove
74
DF
22 C
VP
F
10
NO
Remove
75
BM
12 C
VP
C
P
NO
Remove
76
DF
26 D
F
12
15
YES
Remove
77
BM
8-15 C
P
12
18
NO
Remove
78
RC
18 D
VP
114
BM
NO
Remove
Tree
Spp.
DBH
Crown
Position
Tree
Condition
RPZ
D/L
Radius
Healthy
Tree?
Save/
Remove
79
DF
9
C
G
8
12
YES
Remove
80
BM
16
D
F
10
16
YES
Remove
81
BM
18
D
VP
r
i
:I
J.
NO
Remove
82
DF
20
D
F
14
16
YES
Remove
83
DF
13
C
F
10
12
YES
Remove
84
BM
20,18
C
F
12
16
YES
Remove
85
RC
14
S
F
10
12
YES
Remove
86
BM
12
C
F
10
12
YES
Remove
87
BM
11
C
P
8
10
NO
Remove
88
WH
6
S
P
NO
Remove
89
DF
34
D
F
12
18
YES
Remove
90
DF
8
S
P
NO
Remove
91
RC
10
S
G
8
12
YES
Remove
92
DF
12
S
P
NO
Remove
93
RC
10
S
F
8
12
YES
Remove
94
BM
Off site
95
DF
7
S
P
8
12
NO
Remove
96
RC
11
S
G
10
15
YES
Remove
97
RC
6
S
F
6
10
YES
Remove
98
BM
10-14
C
P
10
15
NO
Remove
99
BM
8-12
C
VP
NO
Remove
100
BM
10
S
P
NO
Remove
101
BM
11
C
F
8
12
YES
Remove
102
BM
16
D
F
10
15
YES
Remove
103
BM
8-10
C
VP
NO
Remove
104.
BM
8
C
VP
NO
Remove
105
BM
12
C
dead
NO
Remove
106
BM
11
C
F
10
10
YES
Remove
107
BM
8,10
C
F
10
14
YES
Remove
1.08
BM
5-16
C
F
10
14
YES
Remove
109
BM
10,14
C
F
10
14
YES
Remove
110
BM
9
C
F
10
12
YES
Remove
111
BM
14,13
C
P
NO
Remove
112
BM
12
C
dead
NO
Remove
113
BM
13
C
F
10
12
YES
Remove
114
BM
8-12
C
F
10
14
YES
Remove
115
BM
13-17
D
F
12
16
YES
Save
116
BM
7
S
F
6
8
YES
Save
117
BM
14-23
D
F
12
20
YES
Save
118
BM
12,26
C
F
12
15
YES
Remove
119
DF
11
C
F
8
10
YES
Remove
Spp. = Species; DF = Douglas -fir; BM=bigleaf maple; WH =western hemlock; RC =western red cedar;
SS = Sitka spruce; NS = Norway spruce; CB = crabapple; CH = cherry.
Crown Position: D = Dominant; C = Co -dominant; I = Intermediate; S = Suppressed.
Tree Condition: VG = Very good; G = Good; F = Fair; P = Poor; VP = Very poor.
Note: some trees had multiple stems, thus a range of DBHrv.
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Tree
Spp.
DBH
Crown
Position
Tree
Condition
RPZ
D/L
Radius
Healthy
Tree?
Save/
Remove
Vu
LLJ
120
BM
8
C
P
N \
STOP
NO
Remove
SIGN
Spp. = Species; DF = Douglas -fir; BM=bigleaf maple; WH =western hemlock; RC =western red cedar;
SS = Sitka spruce; NS = Norway spruce; CB = crabapple; CH = cherry.
Crown Position: D = Dominant; C = Co -dominant; I = Intermediate; S = Suppressed.
Tree Condition: VG = Very good; G = Good; F = Fair; P = Poor; VP = Very poor.
Note: some trees had multiple stems, thus a range of DBHrv.
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CHAMAECYPARIS NOOTKATENSIS 'PENDULA'
WEEPING ALASKAN CEDAR
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2 CAL, MIN.
AS SHOWN
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AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
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AS SHOWN
AS SHOWN
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4' O.C.
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09
04
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02
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05
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11
14
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FULL AND BUSHY
FULL AND BUSHY
FULL AND BUSHY
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HEIGHT AND FORM
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HEIGHT AND FORM
FULL AND BUSHY, MATCHED
HEIGHT AND FORM
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TO REMAIN, SAVE AND
PROTECT
NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT
SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND.
1. AREAS WITHIN THE SIGHT DISTANCE TRIANGLE MUST BE FREE FROM ANY SIGHT OBSCURING OBJECTS FROM BETWEEN 3' TO 8'
ABOVE THE GROUND.
2. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES. NOTE, DRIVEWAY
LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES WILL BE INSTALLED.
3. STREET TREE SPECIES ARE SELECTED FROM THE CITY OF RENTON APPROVED STREET TREE LIST. ALL STREET TREES TO BE A
MINIMUM OF 1.5" CALIPER.
4. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY
POLES, DRIVEWAYS, AND ALLEY MARGINS, 25' CLEARANCE FROM STREET LIGHTS AND 40' CLEARANCE FROM THE CORNER OF
INTERECTIONS, STOP & YIELD SIGNS.
5. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED
COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER
AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL.
6• LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES.
SIDEWALK NEXT TO
VERTICAL CURB
` Q
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FIRE HYDRANT 10' MIN.
UTILITY POLE
25' MIN. PLANTING STRIP
LJ
STREET of
LIGHT �
10' MIN.
40' MIN.
40' MIN.
2.5' PROXIMITY TO _ 1
CURB/SIDEWALK
INSTALL 8'-10' ROOT
BARRIER, TYPICAL NOTE 1.
PLAN VERTICAL CURB LINE
AT INTERSECTION
NOTES:
1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY
AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY -WITH UTILITIES, AND
TRAFFIC SAFETY ARE DULY CONSIDERED.
2. IF PLANTING STRIPS ARE APPROVED:
A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 2.5 FEET.
B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC.
C, IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET
IN BUSINESS DISTRICTS.
3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING; PHONE (206) 684-1622.
STREET TREE PLANTINGSTANDARDS
NOT TO SCALE
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REFER TO TREE PROTECTION PLAN
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CONSULTANTS, INC. DATED DEC. 19, 2014. I if
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(NOT SUITABLE FOR OVERSEEDING)
HOLD 12" FROM BORDERS,
SHRUBS AND TREES
TO REMAIN, SAVE AND
PROTECT
NOTE: PLANT QUANTITIES WITHIN THE ABOVE LEGEND ARE FOR CITY AND LANDSCAPE CONTRACTOR'S REFERENCE ONLY. PLANT
SYMBOLS SHOWN ON PLAN(S) SUPERSEDES PLANT QUANTITIES NOTED IN LEGEND.
1. AREAS WITHIN THE SIGHT DISTANCE TRIANGLE MUST BE FREE FROM ANY SIGHT OBSCURING OBJECTS FROM BETWEEN 3' TO 8'
ABOVE THE GROUND.
2. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES. NOTE, DRIVEWAY
LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES WILL BE INSTALLED.
3. STREET TREE SPECIES ARE SELECTED FROM THE CITY OF RENTON APPROVED STREET TREE LIST. ALL STREET TREES TO BE A
MINIMUM OF 1.5" CALIPER.
4. PROVIDE A MINIMUM OF 6' CLEARANCE BETWEEN TREES AND UTILITY LINES AND FIRE HYDRANTS, 10' CLEARANCE FROM UTILITY
POLES, DRIVEWAYS, AND ALLEY MARGINS, 25' CLEARANCE FROM STREET LIGHTS AND 40' CLEARANCE FROM THE CORNER OF
INTERECTIONS, STOP & YIELD SIGNS.
5. AN IRRIGATION SYSTEM IS TO BE DESIGNED AND INSTALLED (DESIGN/BUILD) BY THE LANDSCAPE CONTRACTOR, FOR LANDSCAPED
COMMON AREAS 'ONLY' WITHIN THE SUBDIVISION. LANDSCAPE CONTRACTOR SHALL SUBMIT IRRIGATION SYSTEM DESIGN TO OWNER
AND/OR LANDSCAPE ARCHITECT FOR REVIEW, COMMENTS AND APPROVAL.
6• LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES.
SIDEWALK NEXT TO
VERTICAL CURB
` Q
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f
FIRE HYDRANT 10' MIN.
UTILITY POLE
25' MIN. PLANTING STRIP
LJ
STREET of
LIGHT �
10' MIN.
40' MIN.
40' MIN.
2.5' PROXIMITY TO _ 1
CURB/SIDEWALK
INSTALL 8'-10' ROOT
BARRIER, TYPICAL NOTE 1.
PLAN VERTICAL CURB LINE
AT INTERSECTION
NOTES:
1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY
AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY -WITH UTILITIES, AND
TRAFFIC SAFETY ARE DULY CONSIDERED.
2. IF PLANTING STRIPS ARE APPROVED:
A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 2.5 FEET.
B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC.
C, IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET
IN BUSINESS DISTRICTS.
3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING; PHONE (206) 684-1622.
STREET TREE PLANTINGSTANDARDS
NOT TO SCALE
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CONSULTANTS, INC. DATED DEC. 19, 2014. I if
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A portion of the NW 1%4 of the SW 1/4 of Section 32, Township 23 N., Range 5 E°, W.M.
City of Rentor, King County, Washington
Legend:
-= Found monument. Visited 9-4-14
O Sanitary Sewer Manhole(SSMH)
CB 5 I
R2" CONC9S IE 403.461
W = Catch basin (CB) E�I
cn� 1
G = Yard drain (YD) 1 32 T GRAVIL 4 _I
i , 1 WEST QUARTER CORN'R
SEC 32, TWP 23 N; RNG SE, WM -.�'
av - Water valve (WV) 1 CALCUL ATED PER HE RESERVE IE=4o4P4CULVERt � o c w
Water- meter (,��., AT-STONEHAVEN rn
u ❑
I VOLUME '233 PAGE 043 cl w! - _J 1
LL" ; 12' CMP CULVER o J
a a n ryi r ns >Ir �I R iwia� \ ,I f 1 r',, IE=405.39
*0 _ 'Hydrant (FH � cv Vl E t\L_IVL_iL V L r �
o THE NORTH LINE OF THE 12„ CMP CULVERT Q._ �ign
NN/4, SEC :32, IE=405.93 CJ
Guy wire anchors (GWA) csi R�:
4. W � '-'��C I --I � C D 4
Col TWP 23 N, RNG 5E, WM4<z STOP RIM=405.87
Q CX)
�- �, Q � � d` w (� � � � SLGN 12.. ADS S IE 402.97
_ 0 60 MAPLE Q o O 12" ADS NE IE 402.95
� —_— --
Yard light(YL) _ <� LUSTER R � �' �: �------' ro _ GRAVEL �--
12 MAPLE P w t a c3 a
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o m
26 TRIP ., GONCR TE �, � , .
G - Power a l e (PP) O
/" MAPLE � _ ,
P 40 80 1-� > / 4�8 E 656:71 2.0 N
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F - MAP -1-4 N
Sign `�• •
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1 14 14 MAPL 0 0 MN /
r -` Q �c / 12 FI `14 FIR ru r
f C 1 4 v Q' FOUND 1 BRASS DISC
O _ P A 0w c� 72 FLUS R , ,:
�E 10 IR 1 CEDAR 6_ ,� o _
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,/ {^� � � � - � o C� ru n, _ I , WITH x INCASED.
fI 10APLE p IR c4 F _ ALDER
AP 1 -F R- 10 MAPLE.1 IR fi m_- o SLTE BENCH MARK.
Q m
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® _ � 12 6 _MAP „ � .� � � _
- n � 2 CEDAR � WF A36 36 W � „ 15 MAPLE LE 24 TWIN � � �,
Cable junction box (CJB, 9, ® 12 CED R 32 TRIPLE MAPL-- --
- tit ,r MAPL © CE AR 2 MAPLE MAPLE
o WIN MAPL4 - - qA :/ � , ,�
?D 6 �C, It C8 3
CLUSTER 1 /
s w,-'� Q
Telephone unction box TUB MAP E 12 MAPLE Q RIM -406.25
P ( ) 9 1,8- LE AP 33 FIR 36 MAPLE �Q8 MAPLE CLUST �� --- tit �� o%12' ADS N IE 403.30
RI E �� 9" FI 48 IR„ 42 MA c� � c 6 MAPL 1 CE AR 12 MAPL / 3 E �G ~ DECK 1 Q� m
40' f 8 DEC CLUSTER `—r-_ a
LE 18. rd M RIFLE P —1 4 �p
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LE 3 TWIN �-'� MAPLE MAPLE 28 FIR 4 q
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Lo
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�/" MAPLE TRIPLE
-30 TRIPLE 14 F 24 FIR j� r �i GARAGE (4909) �, I
EDA .,,.y''. ,,.'''� MA � cc 2 .2 N._.DER i� �] 2 15 ALOE h . . o
LE
-1 r �, ina pr n LD CD �1 DE MAPLE" Cr W ti 1
vL_ruL_+\ nvlvl�_ - " OP _ MAPLE ®8 MAPLE
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I
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1
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n t „ 16 MAPLE 1:.
T k O 1
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vim. v r� L_L:r :. �"`.. 60 APLE �,o ti 3 TRIPLE ALDER
0 10 DEC 14 MAPLE 34 IIN ,, SHED /
Y L �.
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MAPLE u1 e t A
nr, 7r\ :� rv,rv\ CL TER o
z a 12 MAPLE 2 MAPL 12 FIRS D24 USTER c
{ 36 TWIN „ o ,r.. E � ,. ) = t SSMH 1
12 MAPLE LUSTER 1 � ALDER - r e ALDER IE 407:
6 APLE MAP 18 ALDER.,o;. �. a „ FP w RIM=409,87
- 10' DEC MAPLE Q 14- TWIN 10 MAPLE ,• r4 ti r 0 ALDER 12 ALDER 1
© r� tc 12 ALDER 8" PVC S IE 402.09
a �� ..
MAPLE :x=:16 CLUSTER ,ALDER 2{ �0
,2 TRIPLE MAP ® 16 CE AR 16 D 24 IN w �� GRAVEL
((r 1 :: cn 8"- CONC NW IE 402.39
12 MAPLE i4 MAPLE MAPF - r t?) 18 ANDER
4 (( �_, �) CONC NE IE 402.17
18 DEC 618" DEC l o \ % — 12 CMP CULVER
29 ""� 8 D G IE= 08.16
no 1 D 60 �STTE
ER ALDER` -
8 DECNORTH QUARTER CORNER ;M..,;LE `'���\8" R 30 -FIR. _ � .�,.Nydrar
T P NG 5E 1 M AREA OF MAINTA14•ED GROUND L R N 6.�
SLC 32, W 23 N, R �' , � `�: \ ,, M I � ° 42 QUA .e ry
32 , .�2 LI 14 AP� 6 STUMR 1.3 n. -
FOUND 2 BRASS DISC WITH X NOTE 7 N MAPLE F R 2. 1'N 1 M =
_� 6636.52, c R M 409.33
(COR CONTROL 1866) I - L OpD FEN c 9.. d
_ X - - ;G �3�J� 1: ADS NE IE 406.07
12 FI'R HAly cyclone fence
I- i. N N89 °49 30"E 656. D3 I
I LPORT �I. ✓ 2.0'N 1 4:0'S/ler UILDIN 12 LM CULVERT
flTUILDING
. 0 COURT D + i a � � 1 4.3' S IE=40VIO GRAVE 1x
L I THE SOUTH LINE OF THE C 12_ CMP CULVERT 1
IE 408.53
C + -�y /, N/2, SW/4, NW/4, SW/4, -
�t of Renton Control: I 1 � N2
al t-�03
SEC2' WP 5 RN JLL ,v`I- IvtJ I ;-�T Njl I A Q I n I ICiC-n l C> me
E 3 T 2 N G SE WM I
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COR #1866 N 165408 , 8"95 COR I' ,v _ iVl 1 �T ,, 12 CMP CULVERT �
jl 111` $f'\1 tl.^T Tr h /r-1 R I 1 A L,1\/:i _{ U
E=1303018,769 COR I \\S' 1 Lr,.v)vltvl vLly h flni\Li. uLn17
vnana IE=408.49 1
r,CD
N=165109.097 MEAS1
Ln
E=1303018. 816 MEAS 1 �'s), op ,,,1 r, ;
ILIJLn
COR #1868 N=162674.212 COR 9 ��� 1 I �0
E=1305612.474 COR,
F 311 SOUTHWEST CORNER i 20' X20' 1
o� 32 SEC 32 TWP 2'S _N _ RNG 5E WM THE EAST LINE OF THE
N=162674.387 MEAS ;'-I o, ° T -32, ° 1
n r < CALCULATED PER WES , GLEN SW/4; NW/4, SW%4; SEC -3
E 1305612.560 MEAS I 65j
S
VOLUME 231, PAGE 033. TWP 23 N, RNG SE, WM 0 I
i1
CD
I
1
I-
WEST QUARTER CORNER
SEC 32 TWP 23 N, 4NG 5E, WM 1cc
CALCULATED PER THE RESERVE ILn
AT STONEHAVEN
Description:
VOLUME 233; PAGE 043. N89 °29 1, ( 5292:74'
32 ------ ----=— — — 33 9
657:43 657. A3 13 X4.85 2663.03 THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER
Surveyor's Notes: I J OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
- EAST QUARTER CORNER
_ r� ; SECTION 32 IN TOWNSHIP 23 NORTH, RANGE 5 EAST; WILLAMETTE
5Ec 32, TW 23 N. RNG 5E; WM 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED S
1 ( cv -MERIDIAN IN KING COUNTY WASHINGTON
�I«, SOUND 1 BRASS DISC WITH x BY FIELD TRAVERSE UTILIZING A THREE (3) SECOND THEODOLITE
I� (GOR CONTROL. 1868)
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER -
)� EXCEPT PORTION LYING THEREOF WITHIN 102ND AVENUE
1 �° m TRIMBLE S--3) 'AND REAL TIME KINEMATIC RTK STATIC
) (( ) / SOUTHEAST DIGHT OF NAY.
Iz GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR
N89 °45' 20TE 1313.42' w l CLOSURE O1= THE TRAVERSES MEET THE STANDARDS OF WAC
� 'U 656.71— - I 332-130-090. °
1 Basis of tearing
`_'
656.53' I 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE
- �, EVIDENCE_
1 ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLEGRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
- I 167.25 168..03 r-, cv V
r _ - _ _ �, OF THEIR INSTALLATION ARE SHOWN HEREON. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
o N89 °,49' 3 F-
�co CONVERGENCE ANGLE OF ZERO COUNTERCLOCKWISE WAS APPLIED
to
C
Ln
L
1�
656. 53' o � �; 1 3) THIS SURVEI REPRESENTS PHYSICAL IMPPOVEMENT CONDITIONS AS AT AN 'X' ON A BRASS DISC AT THE NORTH QUARTER CORNER OF
- - SECTION 32 TOWNSHIP 23 NORTH, RAN -5
n m 656.00' m U 10
THEY EXISTED SEPTEMBER 16, 2014, THE DATE OF THIS FIELD � O GE EAST OF THE
656. 00' 1.�1�.01, 0 500 L��aO SURVEY. WILLAMETTE "MERIDIAN, THE NORTH AMERICAN DATUM OF 1983/1991
o 1
(NAE) 83/2011) GRID COORDINATES WERE FOUND TO BE 165409.0972
/ )
ro S89 58...23E 264.01 l _ -, _ � - _ _
,1 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED / 130301B.816 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL
_ w J
1 EASEMENTS HAVE BEEN PLACED ON THE TITLE R THAT POINT., THE INVERSE_ OF BOTH THE SEA LEVEL CORRECTION
I � SPORT FROM
TITLE INSURANCE COMPANY COMMITMENT ORDER NO. FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF
- I
o �6 0023265 -ETU, DATED AUGUST 25, 2014. NO ADDITIONAL 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN
z I I RESEARCH HAS BEEN ATTEMPTED. GROUND DISTANCES.
Scale:
1 Q� L 99 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR 1
I o " ( TO PROPERTY LINES. V e rtic G`� 1 DC`s to
1 500'
M m ( 6) NO EASEMENT OF RECORD EFFECT THIS SITE. PER THE TITLE REPORT. BASE:
1 COR 2140: FOUND BRASS STAMPED "KC -F-7 1993::
S
7 AN AGREEMENT F IN CONCRETE WALK ON NORTH SIDE OF SOUTHEAST 192N STREET
( )0 TERMINABLE LICENSE, FILED UNDER RECORDING D T
NUMBERS 20131009000726 & 20131022001138 EFFECT THIS SITE: IN FRONT OF HOUSE NO. 11406:
MAINTAINED AREA IS SHOWN HEREON, ELEVATION 508.467 FEET (NAVD 88)
I I�ECEI���C�
1 WEST QUARTER CORNER SITE.
FOUND BRASS SS DISC WITH 'X"AT INTERSECTION
31 32 1309.28 ' 1309.28 ' 32 sec 32, TWP 23 N; RNG 5E; WM .IAN 2 ®201
— — — — — — — — — — -- ---- --- ED
° � :, CALCULATED PER THE RESERVE OF 192ND STREET _Q SOUTHEAST 186TH STREET
6 5 S89 25 59 E 2618.55 5 AT STONEHAVEI'd ELEVATION 406.25 FEET =g.
SOUTHWEST CORNER 5 VOLUME 233, PAGE 043. CITY OF � a !"ON
SEC 32, TWP 23 N, RNG �E, WM
CALCULATED PER WEST GLEN PLANNING DIVISION
VOLUME 231, PAGE 033.
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DRAWN BY: UK
SURVEYORS. WOODS;, PLS
CHECKED: SW
SEC 32 T 23N R 5E WM
DATE; Sr PT 16, 2014
REVISED:
PROJECT: 14-180
DWG NAME; 14-1806
SHEET
REV
S IST— No
1 OF 1