HomeMy WebLinkAboutR-4115030
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3
T.L. 324320-0150
�4DDRESS: 16320 SE 132ND ST
70 I T.L. 324320-0160
ST ADDRESS: 16310 SE 132ND ST
COUNT' R-4
KING R-4
T.L. 324320-0130
I ADDRESS:16332 SE 132ND ST
T.L. 324320-0140
R 4
ADDRESS: 16326 SE 132ND ST 01
R-4
-W -" I o
30' I 7
N87°33=15N 583.61'
3 5.19' (C) 358.51' (D)'�--I-�_
NORTH LINE -
LOT 5, BLOCK 1
3 T.L. 145750-0027 30' NE CORNER
ADDRESS: 16307 SE 132ND ST _ N87°33'15"W 10LOT 5, BLOCK 1
6.65_
R-4 - - II
10' LANDSCAPE BUFFER WEST LINE OF ROW DEDICATION
EAST 118.76' OF 12 S.F. L2
LOT 5, BLOCK 1 T.L. 145750-0021
ADDRESS: 16327 SE 132ND ST
R-4
I
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LOT 1
S.F. , 10686 o I
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I I
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r2 +
i N
40
N8733'15"W 107.-, I SOUTH LINE OF o
NORTH 143.71' OF
1 LOT 5, BLOCK 1 w
- - CD
119.00 I o
R-4 0
T.L. 145750-0023CO
o LOT 2 0
oCD
LOT 5 I
9,62 7 S. F.
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CDf
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20.02'
(.n N87 3441 "W 139. 0 - Li 9. 00' -
N87 34'41 "W 8 .13' _
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31 +88 - �- - - o
00
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0
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II
L0
rn
LOT 3
10,131 S.F.
T.L. 145750-0025
16210 SE 134TH ST
R-4
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
31+00 I -
N87 34'41 "W' `N
20.02'
119.00,
TRACT AI
PUBLIC ACCESS/UTILITY rnl
2,780 S.F.
3
LnCN
i� O
LOT 4 I
z 9,384 S.F.
z �
I
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110.71'
N87'39'02"W 227.85'
R.O. W.
DEDICATION
254 S.F.
IAIL
H
0 5 10 20 30
SCALE 1 " = 30'
T.L. 132305-91 45
ADDRESS: 13120 164TH AVE SE
R-4
--
T.L. 132305-9027
ADDRESS: 13200 164TH AVE SE
R-4
INTX /
STA: 10+00.00 SE 132ND ST=
STA: 20+00.00 164TH AVE SE
KING COUNTY
11#00-.
R. 0. W. DEDICATION RENTOr
5,134 S. F.
- S& 631'48'E 1� -
G
N TRACT D
STORM -
5 792 S.F. �*
I �86 31'48'E 17� -
S86 31'48'E 135.45' - -
10' PRIVATE 35.12'
STORM EASEMENT
FOR ROOF DRAIN
Vo CONNECTION T.L. 132305-9093
ADDRESS: 13139
o I I LOT 8 166TH AVE SE
I I 0 l
9,450 S.F.CN o
- - S86 31_48E 135.45'
NI I � N
I� oN
� COUNTY
z o KING
a
LOT 7 I
I Io TRACT E
J 9,450 S. F. I TREE TRACT
Io 7,350 S. F. I RENTON
^ EAST LINE OF
WEST 200' OF
N 1 /2, N 1 /2,
86 31 '48'E-135. 45' - SW 1/4
INTX - SEC. 13-23-5
STA: 22+33.17 164TH AVE SE=
/ STA: 30+00.00 TRACT A ACCESS
10' PRIVATE R-4
STORM EASEMENT
FOR ROOF DRAIN T.L. 132305-9053
o CONNECTIONS
o I LOT 6 o T.L. 132305-9045
9,450 S.F. ool ADDRESS: 13231
166TH AVE SE
R-4
I
I
S86 31 '48 E 135, 45'
S86 31 '48'E 170.5�-- -- -
- - � - - 35.12'
I
Izz
TRACT C
I STORMWATER N
8,835 S. F. o
170.57' RENTON
N86°30 35 W 170.57
SOUTH LINE OF
N 1 /2, N 1 /2, SW 1/4 COUNTY -�
SEC. 13-23-5 KING
3 REVISIONS PER CITY COMMENTS DATED 612312021
38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021
�EcrsT 1 REVISIONS PER CITY COMMENTS DATED 112512020
ssIONAL �yG
0710112021 NO. REVISION
SURVEYED:
SDM
DESIGNED:
NEM
CID
0710112021
CID
0410812021
DRAWN. TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
I APPROVED:
CJA
SCALE:
C.O.R.
N. 1/4 CORNER SEC. 14
FOUND MON
CONTROL POINT 1852
C.O.R CONTROL POINT 2103
IN CASE N. 1/4 CORNER SEC. 13
N87°09'46"W 2536,71'
11 12
CALCULATED -
N88°21'20' W 2622.78'
1268.355' T 1268.355'
/
N86'36'35"W 2616.76�POSITION
13
I�
14 13
T
13
1308.38,
N
o
00
O
7
O
r-
C
O
N
N
N87'33'15_W I 2574.83'
--F-
D
N
-
U
O I L C
CD
S86°31'48"E
1287.415'
I 1287.415'
- I 2584.64_
1292.32' -�-
w
O
15,U
1292.32
ol�
r-
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V7
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306.535_ 1306.535'
1276.265' �
HELD AS CENTER SEC. 14
N87°56'03"W 2613.07'
1276
FOUND MON
N86°26'S3"W 2552.53'
IN CASE
LINE TABLE
LINE #
DIRECTION
LENGTH
L 1
S87 33'15'E
7.51 '
L2
S1 °11'50"E
7.51'
L3
N8739'02"W
8.28'
L4
S1 °11'50"E
20.04'
L5
N1 °11'50"W
5.02'
L6
N1 °11'50"W
15.02'
E. 1/4 CORNER SEC. 14 -j
CALCULATED POSITION CENTER OF SEC. 13
CALCULATED POSITION
CONTROL DETAIL
SCALE. 1"--1000'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
C1
12.06
8.00
08621'26"
C2
13.22
8.00
094 40'02"
DRIVEWAY TABLE
N1
LOT#
ROADWAY
STATION
OFFSET
WIDTH
1
S.E. 132ND STREET
8+37,19'
13' RT
15'
6
164TH AVENUE SE
22+24.21'
13' LT
15'
7
164TH AVENUE SE
21+89.21'
13' LT
15'
8
164TH AVENUE SE
20+84.21'
13' LT
15'
TRACT A
164TH AVENUE SE
22+33.04'
13' RT
28'
TRACT C
164TH AVENUE SE
22+88.88'
13' LT
15'
TRACT D
164TH AVENUE SE
20+54.21'
13' LT
15'
TAX LOT
164TH AVENUE SE
21 +02.60'
13' RT
15'
14575-0021
I
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aj IN TX
--------------------
LU
STA: 10+00.00 SE 132ND ST=
Q 1 STA: 20+00.00 164TH AVE SE
PC
466
.
STA 9+68.35,
13.00' RT
.
.
FL=465.92 .
.
465.98
1/4 A
466.03
STA 10+30.56, 15.06' RT
1.2%
.1.2%
2.Oq
. 1.4 A .
STAI 9+80.11,
15.94' RT 1
. FL=464.74
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FL=1465.67
R=25:00'
R=25, 00..
L=40.86'
.
L--48.96'
6=93'J834"
6=11271'57.
.
.1/. Q . .
466.70
N <"
STA 10+22.27, 20.89' RT1$°1°
466.75
CD
112 A
STA 9+89.10,
24:06' RT ' FL=464..92 .
== 466.65
FL=465. . I.
465.28
. .PC.
10+40.50, .13.00' RT
FL=464.55
FL=464.62 -
51.2%- 1.0%
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0
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FL-464.89
FL .465.30 3/4 Q
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0 1
STA 20+30.56 15.06' LT
466.84
•p 466.39
FL=465.22 FL=464.88
465.62 °
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3 4 A FL=464.87
`1
466.73
466.67
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STA 20+34� 95, 9.02' RT
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466.42SJ
FL=465.16
. PT .
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I
466.33
STA 20+40 50, 13.00'. LT .
465.60
0 Sq
466.36
o FL = 464.82
CD
PCC
STA 20+46 81, 11.50'.RT .
465.53
FL=464.91
I.
M
I
R=15.00'
I
L=6.77'
-
I
6=25 50'31 "
465.65
465.56
°
o
PT .
5'
T + T S A 20 53 35, 1 3 00 R
,
5
1.8%--
FL=464.84
.
. LOW (POINT. .
CURB RETURN AND RAMP DETAILS
SCALE: 1"--10'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1 "=30'
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
464.44
°
465.21
1� 11.97. � 465.10
I I 465.19
oI1�%
1
465.30
465.36
465.65
- 465.63
- 465.62
NOTE. SEE SHEET 13
FOR RAMP DETAILS
R- 411503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
J
DEVELOPMENT ENGINEERING
Brianne Bannwarth 07/01/2021 IL
O
V)
DATE:
SKYHORSE SHORT PLAT 1111212020
cry
PR 17- 000438 FIELDBOOK: O
PAGE:
DRAWING NO:
HORIZONTAL CONTROL PLAN 1460.3
SHEET: OF:
3 19 / ^