HomeMy WebLinkAboutR-410905LEGAL DESCRIPTION
0 THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
0
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
0 OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
W RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
469.0
43'-0"
469.0
3'-6"
10'-0"
10'-0"
19'-6"
467.0
8'- 6
5'-0"
6'-0"
467.0
J
PROPOSED
J
o
GROUND
a-
z
(TYPICAL)
;o
465.0
465.0
63.50
63.0
62.81 62 6
2 0%
1.5%
463.0
3.65%
462.E 1) n% I�
- 2•Ui
463.0
IJ
U
461.0
m Iv EXISTING
461.0
o GROUND a -
la_
(TYPICAL)
a CL
459.0
459.0
469.0
467.0
a
465.0 z
63.1
463.0
461.0
459.0
469.0
467.0
J
465.0 z
63.1 N
463.0
461.0
459.0
469.0
467.0
465.0
463.0
461.0
459.0
469.0
467.0
J
\
a
465.0 z
63.6N
463.0
461.0
459.0
1 +07.83'
HORI: 1 ":8'
VER: 1 ":4'
43'-0"
3'-6"
1 10'-0"
10'-0"
6'-0"
13'-6"
8'-6"
5'-0"
4.05,.
I
62.4 6-2. RD
62.3
2.0% 63.0
1.5%
2.0%
m
Iv
m
o�
tD_
o
o�
ja_
Q
1 +27.83'
HORI: 1 ":8'
VER: 1 ":4'
43'-0"
3'-6"
1 10'-0"
10'-0"
6'-0"
13'-6"
8'-6"
5'-0"
1
I
62_5
Oq
62.2
462.9
2 0%
62.3 2.0% 1 2.0%
m
1
I
O
86
O
O OIJ
O
U
a_C)
1 +50.00'
HORI: 1 ":8'
VER: 1 ":4'
2+00.00
HORI: 1 ":8'
VER: 1 ":4'
43'-0"
3'-6"
1 10'-0"
10'-0"
6'-0"
13'-6"
8'-6"
5'-0"
I
62 8 i 63.0
8. %
62.7
_
2.0% 463.4
1.5%
2.0% 2.0%
I
m
m
1�
D
2+50.00
HORI: 1 ":8'
VER: 1 ":4'
469.0
3'-6" 10'-0"
467.0
465.0 z 6
63.11 2•0%
7
63.4
463.0
I\
461.0
a_
o�
D:: -1d
459.0 1
469.0
469.0
467.0
467.0
J
\
N
465.0
465.0
63.1
463.0
463.0
461.0
461.0
459.0
459.0
469.0
470.0
467.0
468.0
J
\
o_
465.0
466.0
62.9
463.0
464.0
461.0
462.0
459.0
460.0
469.0
467.0
465.0
463.0
461.0
459.0
469.0
467.0
J
\
o_
465.0
63.4
463.0
461 .0
459.0
SURVEY BENCHMARK
CITY OF RENTON BM
1852, BRASS DISC IN
CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD 88 = 454.769
FEET
CITY OF RENTON BM
2110 -
1/8" BRASS
PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH
AVE SE PUB ELEV =
448.162
NAVD88
SURVEY
CENTREPOINTE CONSULTANTS
14209 29TH
ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
PORTION OF THE NORTHWEST', SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M.
43'-0"
469.0
467.0
470.0
468.0
\
10'-0"
6'-0" 13'-6"
8'-6"
5'-0"
PROPOSED
J
GROUND
\
(TYPICAL)
o_
z
N 465.0
466.0
63.6
63.7
2 V/°
1 .5%
2.0%
62.9
463.0
464.0
64.5M
m
461.0
462.0
O_
U
0_
u
459.0
460.0
3+00.00
HORI: 1 ":8'
VER: 1 ":4'
3+50.00
HORI: 1 ":8'
VER: 1 ":4'
469.0
467.0
465.0
463.0
461.0
459.0
470.0
468.0
466.0
464.0
462.0
460.0
472.0
470.0 J
D_
z
468.0
66.6
466.0
464.0
462.0
476.0
474.0
472.0
470.0
468.0
466.0
43' -0"
3'-6"1
10'-0"
10'-0"
6'-0"
13'-6"
PROPOSED
8'-6"
5'-0"
GROUND
(TYPICAL)
65.2
64.9
2.0% 2.0%
64.5
2.0%
1.5 %
I
EXISTING
� �
GROUND
J (TYPICAL)
0-U
la
10
0-
D_0
5+34.66
HORI: 1 ":8'
VER: 1 ":4'
43' -0"
3'-6"
10'-0"
10'-0"
6'-0"
13'-6"
8'-6"
5'-0"
I
67.0
I
3�°
66.5 2.0% i 66.7 2 n%
66.3
2.0%
1.57.
I
IJ
m
Iv
m
0
c�
I�
�
CL.0
Io
n_0
6+00.00
HORI: 1 ":8'
VER: 1 ":4'
470.0
J 468.0
o_
N
65.3 466.0
464.0
462.0
460.0
472.0
J 470.0
\
0_
67.1 468.0
466.0
464.0
462.0
476.0
474.0
472.0
470.0
468.0
466.0
43'-0"
3'-6" 10'-0"1 10'-0" 6'-0" 13'-6"
TRAVEL LANE TRAVEL LANE PARKING LANDSCAPING STRIP
LANE
J 6„ I 6„ 8,-0„ 5,-0„
D_ D_
PROP S/
Z � I U cn
IJ PROPOSED
-co GROUND
(TYPICAL)
00
a
0
a
--:2ii_oi
:'6T�a41i��u��C_�,�i„y4-a4�2 ��T}�4�A�• 1������'iV:
•
198TH ST SE TYPICAL SECTION
PUBLIC RESIDENTIAL
(1+28.16' TO 6+27.50')
43'-0"
2.0%
PROPOSED SIDEWALK
AS PER STD PLAN-102
CEMENT CONCRETE CURB &
GUTTER PER STD PLAN-101
4" COMPACTED DEPTH CLASS B
ASPHALT CONCRETE
2" COMPACTED CRUSHED
SURFACING TOP COURSE
6" COMPACTED GRAVEL BASE
3'-6"
10'-0"1
10'-0"
19'-6"
TRAVEL LANE TRAVEL LANE
I
LANDSCAPING STRIP
J
6" I 6"
14'-0" 5'-0"
D_
I
D_
PROP S/
z
cn
0
IJ PROPOSED -d
GROUND
(TYPICAL) PD
0- o
o to 0
D Q� o
o 10- Of
o_
2.0%
1 .5%
2.0% 2.0%
f
7 PROPOSED SIDEWALK
AS PER STD PLAN-102
3" COMPACTED DEPTH
CRUSHED SURFACING CEMENT CONCRETE CURB &
BASE COURSE GUTTER PER STD PLAN-101
198TH ST SE TYPICAL SECTION
PUBLIC RESIDENTIAL
(1+00.00' TO 1+11.92')
4" COMPACTED DEPTH CLASS B
ASPHALT CONCRETE
2" COMPACTED CRUSHED
SURFACING TOP COURSE
6" COMPACTED GRAVEL BASE
4+00.00 6+50.00
HORI: 1 ":8' HORI: 1 ":8'
VER: 1 ":4' VER: 1 ":4'
43'-0"
470.0 43'-0" 470.0 477.0 43'-0" 477.0 9'-6" 10'-0" 1 10'-0" 13'-6"
3'-6" 1 10'-0" 10'-0" 6'-0" 13'-6" 9'-6" 10'-0" 1 10'-0" 13'-6" TRAVEL LANE TRAVEL LANE LANDSCAPING STRIP
468.0 J J 468.0 475.0 J J 475.0
\ 8'-6" 5'-0" \ \ 8'-6" 5'-0" \
D_ D_ I PROPOSED
z cn z GROUND 6" 6„ 8'-0" 5'-0"
(TYPICAL) Cn I PROP S/
466.0 466.0 473.0 473.0 z 0 ;n
71.7 �i U
64.0 64.4 r
71 1 2.0% 1 .5% 71.8 I J PROPOSED
2.0% i .5r° 470.50 12 L`�°
71.1 2.0% I C. 2.0% m i GROUND
5 63.8 2.0% 2.0%
464.0 64.P - 464.0 471.0 I 471.0 (TYPICAL) 04
� o
IJ IJ a 1.5%
469.0 2.0% 2.0%
2.0%
462.0 m y m 462.0 469.0 m I v I
EXISTING PROPOSED SIDEWALK
o O o o c� Io 00 GROUND AS PER STD PLAN-102
11�460.0 1 d 0 460.0 467.0 D_ 0 j o a (TYPICAL) 467.0
°^°3" COMPACTED DEPTH
4+50.00 6+80.00 CRUSHED SURFACING CEMENT CONCRETE CURB &
HORI: 1 ":8' HORI: 1 ":8' BASE COURSE GUTTER PER STD PLAN-101
VER: 1 ":4' VER: 1 ":4' 4" COMPACTED DEPTH CLASS B
ASPHALT CONCRETE
2" COMPACTED CRUSHED
470.0 470 0 SURFACING TOP COURSE
468.0 J
z
466.0
464.0 64.2
462.0
43'-0"
3'-6"
1 10'-0"
10'-0"
6'-0"
13'-6"
PROPOSED
8'-6"
5'-0"
GROUND
(TYPICAL)
3j
64.3
64.11 2.0% 2.0%
63.99
64.6
2.0%
1.5%
I
EXISTINIG
GROUND
(TYPICAL)
m
CD
o
O
48
a-u
�
am
198TH ST SE TYPICAL SECTION 6" COMPACTED GRAVEL BASE
N
00
N
Ln
0
0
U)
FOR
FOR
'lox
411
u�
u-
�x
ON
WAyam PUBLIC RESIDENTIAL
\ 468.0 a o, (6+58.00' TO 6+80.00')
41773 t,it"� LJ-
466.0 F�SipNA1.E�
64.7 R-4�0905
202M3-15
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
464.0
462.0
FDEVELOPMENT ENGINEERING 0
CALL 48 HOURS z
Sippo 03/30/2023 W
460.0 �rov.3
HORI:
0.00.8 DIG CALL 811 Q
VER: 1 ":4'
CONSULTANT 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SCALE: DATE:
SURVEYED VERTICAL: NAVD 1988
4. REISSUED FOR REVIEW SGC 2022 12 02 AS SHOWN HORIZONTAL: NAD 1983/1991 2023/03/14
MAINLAND ENGINEERING CONSULTANTS CORPORATION / / AB DESIGNED: �l CITY OF MADUENO SHORT PLAT FIELDBooK
UNIT 206 8363 128TH STREET 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB EM RENTON PAGE LLl
DRAWN:
2. REISSUED FOR REVIEW MK 2020/06/19 AB MK ONE INCH 19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: 5 O
SURREY, B.C. V3W 4G1 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: AT FULL SCALE DATUM
TEL: (604) 543 8044 FAX: (604) 543 8104 RM IF NOT ONE INCH Planning/Building/Public Works Dept. ROAD SECTIONS - 198TH ST S E
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET
EMAIL: CIVIL@MAINLANDENG.COM
AB
5_OF_42