HomeMy WebLinkAboutR-411508d-
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T.L. 324320-0130 R-4 A6 1
T.L. 324320-0140
ADDRESS:16332 SE l
132ND ST -
ADDRESS: 16326 SE
132ND ST I R-4 ® __
l --
T.L. 324320-0150 -
ADDRESS: 16320 SE
132ND ST
SSMH #1A, 48"�
T.L. 32432I PER COR STD 400.1' R-4 /
ADDRESS: 163/0 310 S SE W/ COVER & FRAME 0
j2ND RST4 I PER COR 401 w / SSMH #1, 48"0
KING C00NSTA: 7+53.70, 6.00 RT I PER COR STD 400.1 T.L. 132305-9027
IE= _ 453.472.8858 10"W/ COVER & FRAME ADDRESS: 13200 164TH
R 45�E) _ , PER COR 401 AVE SE
STA:10+05.73, 6.00' RT R-4
` tD 4�
_ RIM: 465.62
NTON_ _ \ SD - - - - - - So IE=452.33 10- (W)
S.E. 132ND STREET ❑o IE=452.23 10 (S)
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- .�.. - �+ T. - w - w w -\ 'h \ STA: 10+00.00 SE 132ND ST=
w I-
-j-' - ��- -. w .00 164TH AVE SE
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w
\ E E . 9+DO �. :..:.. .w .. STA 20+�0 - CO
K' ................. .... f .. ...... KING C
-. �.......
LF -10.. 466
� I 252 . C.=900. 0.50.t
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T.L. 145750-0027 460�- -
0
ADDRESS: 16307 SE 132ND ST d "� �' ' 'I' ' ' \ \ �-
R 4 a ° a d d° d �..... �...... 462 10
i
I 0. W. DED AT OO
- r- ---- -- - -° ° d
1.'. i.. d 5,1 4 S.F. �4
/ --_
ROW DEDICATION - -�- -
I 26 LF 6"', PVC SID� / 12 S.F.-
- LOT 1 SS STUB SEWER ®25.0 -
- - SS/STUB
STA.=8+09.68,FG=466RT .9E PER COR STD 06�1 / cl
STA.=20+61.40, 27. RT RT -III I I ° \ T CT D
R -G- of I
6" IE=459.89 " u
6 IE=458.520\ ...A.
ST(�
\ 5 7 2 S.F --
33 L F 6 PVC SIDE �- -
LOT 1 -
1 �
SEWER ®20.0%
10,686 S.F. �••
PER COR STD 406.1� d l III I
1 \ SS STUB
'6 STA.820+72.20, 32,00' LT
s
I T.L.
�..; ...o A FG=466.0E ADC
° i .'.+ 6" IE=45&63 l 16
----- `�' I 27 LF 6" PVC SIDE LOT 8 I
\ a I\ ' 'I' ' SEWER 025.0% 9, 450 S. F.
\ PER COR STD 406.1
T.L. 145750-0021
/ II ADDRESS: 16327 SE
/ 132ND ST I �..... --
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o .
...
I T.L. 145750-0023 ... °' co
_--
/ LOT 2 40 LF' 6" PVC SIDE I a 27 LF 6" PVC SIDE LOT 7
10,658 S.F. LOT 5 � SEWER 0 25.0% I TRACT* -
SEWER ®20.0% (o A PER COR STD 406.1 ` 9, 450 S.F. / TREE TRACT
9, 62 7 S.F. PER COR STD 406.1 ' ' '
w
I
/ 7,350 S. F
LOT 2 ss STUB d\
LOT 5 SS STUB • • • LOT 7 SS STUB � I
STA.=22+13.20, 155.88' RT STA.=22+05.77, 34.63' RT - i STA.=22+02.26, �42.00' LT l
/ FG=469.0E 13 LF 6" PVC SIDE - + FG=466.2E
y SEWER 0 6.5% FG=466.0E -
/ 6" IE=461.70 I oo 6 IE=459.01 . c`~v 6" IE=457.78
/ PER COR STD 406.1 0
/ / l 42 LF 6" PVC SIDE
/ SSCO #4 SEWER 0 6.5% I d I IN TX
_ J STA 2 + 7 H AVE SE=
.
• I 2 33.1 164
d
- - - .... ° STA: 30+00.00 TRA T A ACCESS
11.0 LF.6" PVC SIDE
#3 ..
31+88 -.. --_-- _----... R-4
- - - - - -
SSCO , .
-
\ �SSC� 2 .. ... }+0.. - _ - -
l
# -
................. ... _-.. °. p p T.L. 132305 9053
LOT 3 SS STUB SSCO . #1
°
STA.=22+37.24,1155.40 RT ' d 4 . w 27 LF 6" PVC SIDE
If SEWER 0 20.0% 1 LOT 6 T.
JI I /6" IE-461.55 PLIB IC CCESS (fTjLjTj/ c!I. PER COR STD 406.1 9, 450 S.F. I A
d I_
SSCO (TW) 13 LF 6" PVC SIDE 2,780 S.F. LOT 6 SS STUB 460
PER COR STD 403.1 I SEWER 0 6.5% 42 LF 6" PVC SIDE STA.=22+71.43, 32.00' ,LT / 11
LOT 3 PER COR STD 406.1 SEWER 0 6.5% JFG=463.5E o �=
SSMH 2, 48"0 6" IE=455.98 / �6
i 10 131 S.F. #
l PER COR STD 400.1 ..
W/ COVER & FRAME
LOT 4 a - - -
PER COR 401G -- - -
S STA+40+00 00,10.00
9, 384 S. F. �
'a I RIM:460.69 0
L... o .
IE=450.24 10" (N), d �
- " SWk6k N TRAC C
/ IE-450.14 10
/ '� S>� ATER
/ �6ti`'..'. 8,835 S.F. l
T.L. �750-0025 - 1 64 �464
10 SE 134TH ST LOT 4 SS STUB ¢6046 NTON
R STA.=23+06.30, 37.98 RT 29 � 10 PVC 0 0.50% RE
FG=461.5E R.,O.W. _ /
\ �f� 6" IE=454.66DE48-0
�54�S.F. W PER CO 'STD 400.1 I / � / COUNTY/ �
W/ CO R & FRAME I KING
\ � ' 43 LF 6" PVC 510E - J
� SEWER ®10.0% � STA: 40 29.PER COR 013, 0.00' \ /
RIM: 459.54
T.L. 132305-9058
ADDRESS: 13235 166TH AVE SE
IE=450. 0 10" (NE)
142 LF 10" PVC ®2 B9% IE=449.�0 10" (S)
1
\Iy KING
COUNTY
NT K I
L
CONTINUATION - SEE SHEET 16
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
IAIL
SURVEYED:
SDM
DESIGNED:
01 3
REVISIONS PER CITY COMMENTS DATED 612312021
CID0710112021
NEM
w�
2
REVISIONS PER CITY COMMENTS DATED 410712021
CID0410812021
DRAWN. TLK
a T �0,
ssIONAL�
1
REVISIONS PER CITY COMMENTS DATED 112512020
PMD
1111212020
CHECKED:
0710112021
NO.
REVISION
BY
DATE
APPR
EDM
APPROVED: CJA
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SEWER CLEANOUT TABLE
SSCO #1
RIM=464.84
IE=453.55
SSCO #2
RIM=468.34
IE=460.70
SSCO #3
RIM=464.90
IE=453.57
SSCO #4
RIM=468.55
IE=460.85
Know what's below.
Call before you dig.
• CITY OF
RENTON
Planning/Building/Public Works Dept.
OF)
0 5 10 20 30
SCALE 1 " = 30' cx:)
00
O
N1
SEE SHEET 12 FOR SEWER
STANDARD NOTES
NOTES:
• SEWER MANHOLES TO BE INSTALLED
PER COR STD 400.1 SEE DETAIL SHEET 14
S411501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 ' Ann Fowler 07/02/2021 I.
SKYHORSE SHORT PLAT
PR 17-000438
SEWER PLAN
O
C�
DATE:
1111212020
O
FELDBOOK:
PAGE:
DRAWING NO:
1460.3
/ ^
SHEET: Q OF. 19