HomeMy WebLinkAboutTED4003450.4NE 3RD COURT
(COLLECTOR ARTERIAL)
g125
162305�
STA 51 +75.10 =
STA 403+73.51
R'1 JoN
C\� Lo NG
O L
s o
�o
0 a
U m
S p
o
na
0
O
N
n
m
m n
">
w m-
WCaN 2 Working Days Before You Dig
AE
1-800-424-5555
Utilities Underground Location Center
a (ID,MT,ND,OR,WA)
�
STA 53+43.12 =
STA 100+25.00
162�p5,9030
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
9 ' ° NE 4TH ST.
KC #2823, POINT NAME 3 /47
PUBLISHED HORIZONTAL CONTROL
N 181067.883
0
0
+
0
30' J 30'
0
0
+
in
30
0
a
+
N
W
Z
N
W N
J CAI
ZQ 0z
O� O
WQ
� m
> Q ww
CC ^ O
O N
_z I-
Z
O v om
0
z
Z O
0
30'
0
0
Ln
30' + 30'
cD
E 131 1396.674 J FOUND 3-1/2"X3-1/2" CONCRETE
MONUMENT IN CASE WITH 1/8" R'AO -toy\
COPPER DOWN0.7 NAIL,
p,p012\�.� OF NG l rrY %� 18210
I L � pp20
51821 ZQN �� - (- 0 5
FOUND 1/2" �k
REBAR AND
I RED CAP
NW09'34"W 417.64'
47' 40' 40' 40'
_ 40 17'
---- _ —
1-------, r- WETLAND
I 1
' CLASS 3
I I - Too' TRACT D
O , , 1 1 / I
O ;o os 18 ;00 ; I 1 ; ; SENSITIVE AREA /
1 1� 9 ,0 ' ! , ' ' 1 I
p pi a, 17 1 1 20 � 1 NATIVE GROWTH
1g21p,008 + 19 �o I 21 0 ; 22 RETENTION AREA
I 1 i I , ! 1 I I ' ' 1(n 1 ' 4
23
1 1
W !
PARCEL C N ( NE 2ND CT
15' PUBLIC UTILITY EASEMENT - I I 27 7 PARCEL PER REC. NO. 8106010659 W)
40' WIDE INGRESS (LEGAL DESCRIPTION O _ _ _ OR PRIVATE T0, f ��`� ' ' " - - - - - J ` _ " ' ' - - '
AND EGRESS EASEMENT O E '`" ', ------ ,, 24 SUSPECTED TO BE IN ERROR) Z J.U.D. �20' -'40'— -40° 39>- ,
_ r 4� - - 25' 71,
T 0'
1 I ol
- - - - - - - -
2
i / STA 300+30.00 ; ;
Tg tip 203+00 STA 203+76.40 N '
— / N88'12'51"W f ------ ------
o —16— —off—�O — —o 104' 1 + 90r
1
NE 2ND
a 15 I DV�
--
T;r
------- -- -� - J;
1 —}
(PUBLIC) ;NW 12'51 "W 200.02 + �2582_ -o
403+00 46'- -25�
402+00 N---- 3wN88'i 2'S1 "W �T—
+0 �—(PUBLIC) 314' B 4; 0)
-------34426.00 go--------
NE2ND COURT r-------,I �
26'
106' ----------
PC=201+86 �
r--r--------------------- 74'_ I o !
------ o
So'------ 13 I '
26
r-------------- _
1 I 5 ' (7) ,n! V ' L ^ 1 V 1 ! ' ' , I ; lei Z 1 1 ; I
1 1 1 ! 1 1 , I 1 ' I I I O I L-- L--__---- f-
;0 42 00'------J
STA 201 +97.07 I o ; 14 ~'
=STA 400+30.00 ; N' w W �t ; 0 90
1
' ' d- ' , r - - - -----------------
0 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ -. _ _ ' ' 1 I
94' o - L-- ---- ;
p 45' 90' r` ` - - - - - - 0 27
61' 1 0
N r--------------------� n + 80 45 I > , 0
L
----------- 45
-,----------� 45' W----------------- ooe I
PROPOSED 5' 0 8 ; 1 z > I O ;
W o LANDSCAPE ; ; ; r - - - - - - , 1 v Q l 0 11 = 90
.. L L - - - - - - - - r• - - - ' - - - J
r---------
j� c� 1 EASEMENT , r - - - - - - - W
N ; ; -
1� Iln 2 ay '3 4 m 94 1 + _ a Q I I o - _ 1 = Q Q PER REC. NO.'S 8507090552,
.^ I 1 80' -----' > 8507261710, 8608280377,
YJ '� ' I �-- 1 n
1 ;� 1� �1 ,� 1 ,^ ,_ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ , _ _ 1 Q ! I 1 1 2 1
O
O i ; ; ; ; 1 l N r--T-------------- Lfb� �--I 8609111672 & 8803161008 = w�
! ! I !
` 1 , , , ; , N 0 ; ; 1 !
26.00' TRACT F O o Q
z , I 1 , 1 1 ` — _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ J L _ - - _ _ _ - _ _ J I I
L_______J �r \ I I ' 10 ; ; 1 0 STORM VAULT Q�z
' /
�ii-------------J L --- ----J L---------- 1 L--------- 1 ------ —
' 1 111
C"i
I I L �, � O Q;wO_
`�-35- --- 45' -- _45'— —45'— —69'— - ^♦`3s =---------- ---, /y� F- z z LLJ
—
_ 55 - - --- —25'—
STA 200+29.00 =
_ STA 103+64.97 STA 302+42.00 =
101 +00 STA 105+23.97
310' 102+00 — Ngg• 12'51 "W 103+00 104+00 — —
42.00' 648' —I 159' 105+00 1 — — — 149' —
NE 2ND PLACE DEDICATED AS PUBLIC FOUND 1" IRON 1 —
PUBLIC RIGHT-OF-WAY PIPE, UP 1.5
0.95' N
FOUND 2" OPEN N88'12'51"W
PIPE, UP 1.90' 618.33'
0.12' N, 1.97' W
OF SE COR
51g210,0014 PARCEL E
51 g210,00�
8
518210�0016
518210,00�-7
�1
51g21p,00
518210'0082
EAST 1/4 SEC 16 NOTE
KC #2831, POINT NAME 3757, PUBLISHED HORIZONTAL CONTROL \ ,
N 178418.362 SEE SHEET EX-01 FOR FULL LEGAL DESCRIPTION. -�� l
E 1311352.403
FOUND 3"X3" CONCRETE MONUMENT WITH 1/4" BRASS NAIL, SURVEY INSTRUMENTATION
t DOWN 0.7 FEET IN CASE SURVEYING PERFORMED IN CONJUNCTION WITH THIS BOUNDARY/TOPOGRAPHIC
16 15— SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES:
S 2ND PLACE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS
REQUIRED BY WAC-332-130-100
PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING
THE REQUIREMENTS OF WAC-332-130-090
REFERENCES
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
RECORDS OF KING COUNTY,
R-1 PLAT OF ELMHURST, VOL. 232, PAGE 28-32
R-2 PLAT OF FERNWOOD NORTH, VOL. 128, PAGE 100-101
R-3 PLAT OF RIDGEVIEW COURT, VOL. 235, PAGE 75-78
R-4 LOT LINE ADJUSTMENT REC.#19990623900005, VOL. 130, PAGE 104-104B
R-5 RECORD OF SURVEY REC.#20030310900002, VOL. 158, PAGE 160
R-6 PLAT OF BRIAR PATCH, VOL. 164, PAGE 48-49
R-7 SHORT PLAT REC.#7910119003, VOL. 20, PAGE 180
R-8 RECORD OF SURVEY REC.#7908169008, VOL. 19, PAGE 279
R-9 RECORD OF SURVEY REC.#8710309005, VOL. 58, PAGE 37
518210�0085
4
513'2 0 08
- N88'09'34W 73.5
27.29' i
W
N
N '17
tp 0
O ^ 54p 014
0 op 232
z
FOUND REBAR
AND CAP
LS# 22338
0
232540-OA
-C\N ZONRIG -
0
23254p,016
232540'011
0
23254p,0180
232540,01g0
FOUND REBAR
AND CAP
FOUND REBAR
AND CAP
LS# 22338
0.19' S, 0.09 E
RO
P PENDUP' 1I5 N 232540,0200
0.22' W, 2.77' N
FOUND REBAR,
30' ROADWAY AND UTILITY (BENT) UP 1.0
EASEMENT PER REC. N0. 0.09' W, 2.56' N
8001180623 AND WITHIN 02
40�
10
SAID 30' ROADWAY LIES A 2325
7' POWER EASEMENT PER
REC. NO. 7810120741,
�I
NOTES
1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE
FROM FIRST AMERICAN TITLE INSURANCE COMPANY. COMMITMENT FOR TITLE
INSURANCE, FILE NO. 4203-935379, DATED NOVEMBER 27 2006 AT 7:30 A.M.
AND SUPPLEMENTAL REPORT NO.1, DATED JANUARY 12, 2007 AT 8:00 A.M.,
TOGETHER WITH COMMITMENT ORDER NO. 4209-996758, DATED MARCH 1, 2007,
AT 7:30 A.M. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM
CONSULTING ENGINEERS, L_L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE
SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY
OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE
ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE
QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. BASIS OF BEARING FOR THIS SURVEY IS N00'57'27"E, ALONG THE CENTERLINE
UNION AVENUE N-E., BETWEEN THE FOUND MONUMENTATION AT THE INTERSECTIONS
OF UNION AVENUE N.E. WITH N.E. 4TH STREET, AND UNION AVENUE N.E. WITH S.
2ND PLACE.
3. THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE
COURSE OF THIS SURVEY. ANGULAR AND LINEAR MEASUREMENTS WERE MADE WITH
A LEICA TOTAL STATION CALIBRATED WITHIN THE LAST YEAR. DATE OF FIELD
SURVEY WAS JANUARY, 2007.
4. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF
APPROXIMATELY 191,204 SQUARE FEET OR 4.3894 ACRES, MORE OR LESS.
0 FIRST SUBMITTAL ESM 0/15/2007 SURVEYED: SCALE- VERTICAL P"VD 1988
1 SECOND SUBMITTAL ESM 1/31/200 1w=�. HORIZONTAL NAD isas/issi
DESIGNED:
2 THIRD SUBMITTAL ESM 0/22/2010 w'L
DRAWN:
3 FOURTH SUBMITTAL ESM 2/06/2010 CLC ONE INCH DATUM
4 MYLARS ESM 2/22/2010 CHECKED:
AT FULL SCALE
IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
HORIZONTAL DATUM
SCALE: 1 " = 40'
40 20 O 40 80
LEGEND
0041*0 QUARTER CORNER FOUND
SECTION CORNER FOUND
Q FOUND IRON PIPE
FOUND CASED MONUMENT
® PROPOSED CASED MONUMENT
• FOUND REBAR & CAP
BOUNDARY LINE
- - - - - - - - - BUILDING SETBACK LINE (BSBL)
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
CENTERLINE OF ROAD (EXISTING & PROPOSED)
WASHINGTUv j IF+i L r niv�-JORDINATE SYSTEM, NORTH ZONE, NAD 83/91.
THE
PROJECT
IS REFERENCED VIA GPS TO POINTS
2823
AND 2831 AS PUBLISHED BY
KING
COUNTY.
2823
IS THE
NW 1/4 CORNER OF SECTION 15, T
23 N,
R 5 E, W.M., A MONUMENT IN
CASE
AT THE
INTERSECTION OF UNION AVENUE NE
AND
NE 4TH STREET.
2831
IS THE
W 1/4 CORNER OF SECTION 15, T 23 N,
R 5 E, W.M., A MONUMENT IN
CASE
AT THE
INTERSECTION OF UNION AVENUE NE
AND
S 2TH PLACE.
�� CITY OF
RENTON
—
Planning/Building/Public Works Dept
R 345004
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
HORIZONTAL CONTROL PLAN AND KEY MAP
4771
DATE:
PAGE
DRAWING NO:
HC-01
SHEET: OF; 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
o
FIRST SUBMITTAL
ESM
10/15/2007
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD
SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
z
z
U
U)
3
1
U
J
�
z
Y
z
p
= z
W
Q
Z
�
- g
0
� �
J
JO
W
Q x
Z
W
O O
Q
U
O �
O
U
o
o
UjN
Q
w
W
0
O
z
0
z
W
LL-
}O
F�-
U
nom
m w
!O T N
o
m c m
3
iU1
_0 15 15 L
Nv In C,
U% C
Q ; m o
a
a
o
U
z
E'21,w -1-1
C'3
—
z
W
(7
0
o- o co
o
E
z
—
(nN Q co
'0
~
Y ® C
�B� itm
J
(n m rn
(A
z
O
oC 0
�v m
a
O
U
UC
M LL C
3 `
3 y
3 'o
-y.
63:
C
w
O
7
U 0_
PER' e0
............. �.&7 �Lf
J.
�a
P
��
... 29294
�a
AL LAB
JOB NO.: 1352-001-006
DWG.
NAME: HC-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
HC-01
4
OF 31 SHEETS
O
m
O
d
� O
z
owhy
W
C"
0