HomeMy WebLinkAboutR-4230250
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00.0051 \ 1PN.• 27J9200110
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- S D S SSM/y / 8 \ ' 90.0200
\ �STA. 7f90.81, 4.98 R
STA. 4*00.97, 3. 1' R \ SSCO 19 f L:RI�M
YPE 1-48"
ALL TIDE 1-48 ; \ \ RlM 503.23 I
® - �56 I 506.07 \
STD. PLAN C \ \ 6 , lE 498.64 - I OUT 498.07 (S) l' \
1 I R/M 483.72
l 8" lE /N 467.5 (S)
O ( a lE OUT 467. 7 (WJ 1 \ ) I \ a
STA. 8�01.74, 343.29' L \ \ I �
TYPE 1 48" I \ \ -1 I� CONNECT TO I I I I I \ \
R/M 470.99 - L EX/STING SEWER I I / ; I SSCO 18 \
8" lE /N 467.4 � \ \ � 36LF 6" PVC � /� � I � \ \ RIM 505.18 1 �
EX. 8" lE /N 467.47 (NJ 1 TPN• 2739200100 9 0.0200 1 I �6 /E 496.88 TPN. 27J9200200 \ I
EX. 8" IF OUT 46 . \ GILL & IWANV/R 1 / 1100&1 6" lE 496.88 SHARKEY \
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26LF 6" PVC I ��
vv�= 0 1 1 I I = -- �� 00.0200 ` � � SCALE: 1 = 30
1 I I I SSCO 0 Z I 163LF 8" PVC \ I
R20 x > i 0 0.0325 0 15 30 60
1 \
\ \ \ 1 \ 6 Ir- 6.83 - Q I I 1 24LF 6» PVC
6" lE 496.83 • I 00.0200
1 FUTURE CONNECTION PROPOSED
PROPOSED ROAD TO CII SSCO 21 TO PASCO A VE NE BY OTHERS
I \ ORCAS A VE NE \ O I I \ I
N � � I I RIM 501.77 \ \ I I
6" lE 494.26
I I ( TPN.• 2739200090 36LF 6" PVC I I I 6" lE 494.2u6 �+ TPN.• 2739200210
1 \ I BIELKA I 0 0.0200 < I I I I SS�/7 V SHARKEY
0 \- 1A Ne I \ of STA. 6f27.61, 4.95' R
SSCO 22 I 29
RIM 498.82 40 I L _ i TYPE 1-48"
6 /E 494.28 0RIM 500. 6
30.01 1 F' P P' \ \ 6» lE 494 12 41 I 8 IF IN 4�76 (N) SS/V//7
33LF 6 PVC \ 1 , »
` 1 TR. F i ST . 0.00' L
0 0.0324 \ - 8 /E OUT 492.66 (S
I .t ONP ------ --- - \� 751 I I
E 1-48"
I \� ® _SEWER STUBS SHALL _ $4"W 2�3 - - X I Rl 5>0.39 ,
UT/L/TY CROSSING, SEE SS'0 15 PAD I \ 7 , " Rl!� 477. I BE /NSTALLED PER COR \ \ �` -_ , 8 /E OUT 502.39 (SJ
TABLE ON SHEET C5.02 16" l 46975 11 487.0 \ � I STD PLAN 406.1 (TYPJ \ I \ \: si4 - -
8695
j 1 » j 10,515E S aslo \ \ \ O $7a4� 8759
33LF 6" PVC I \ = 469175 PAD � � � I 0 \ PADS 9, 339 SF\ 1 s \ \ � - - 45 v also
34 I/ 4770 I I F-
-
90.0200 I / \ I I \ I 488.6k I PAD \ I \ \ \ ss 7 -
I S&O 17 \ I I \ I 498.0 I o o� -
Rl 476. 72 " SEWER SERV/Cf-
\ I I h� / I I
33LF 6 PVC I » ^ 0 1 I SSCO 12 s ,;
?x 1 6 469.44 <, FOR LOT 9 o �, r, o I o\ :. \ 0
00.0200 - - J RIM 487. 64 �, I I � o ho 102LF 8 PVC
35 -E-1 9.4�= --- \ " 6» lE 482.87e, ���� ,. 3,.. 00.0149vc \ `---- I - -5 -
CD29
2 28 27 1` I 9, 032E SF I 7 �00 6 / �o
u `p 10, 818t SF
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36 i ` 16 M 47.31 4 0 6 r- - - - - - �S�/7 \ 1 I I --499. 0 I I 9,100E SF I / / / PAD , o N
SS/V//7 / I ®I » lE 46�t 49 21 I I I SSCO 1> SSA.-5 24z�0, 0. 44 R 13 - -500- I I lL / &0. 0 � i � �
STA. 1f46. 3, 3.63' R I 5 n-- SEWER SERVICE I \ TYPE 48 I I a7o1 I
RlM 487.35 \ 42 / \
I FOR LOT 10 RIM 4R9.04 rn _
TYPE 1-48 I �� i\ � i' ao 1 lE 482.8 8" lEN 49114 N \ 1 - - - - .I / / s oaod' / I
RIM 475.28 I o I \ Y \,� Y T j I � � (J \- - SS`��9�0-- - - % � + / � � �D s o� I oo
8" lE OUT 68.84 (NJ �, \P �81 f 1 PAD 8 /E OUT 4191.04 (SEJ0.�1' �� 500.0 / i I o-
I I \ R/M 497.92 130 S5•Co 1 / i z I
II 488 0 16 I
10, 819E 'Sr '. • -6"- E 48_9. 89, I RlM 4 7. 49
J'A 43LF 8" PVC 6" lE 489.89 I - - I - 6�l 489.49 \ , J!" \
I \ PAL 10, 014E SF
WEST DETENT/ON/WATER I, I 00.0155 / i I I ,
\ 6 IE 489.48 i SSCO \ � ,/�/ q
QUAL/TY VAULT o ) I _-- I \ I 498, c. - \ » g 23LF 6" PVC Rl496.7 PAD I SS/V//7 / 0
// \ 8619 \ 23LF 6 PVC 0 0.0200 /E 4� .6 \ PAD 509.9 I I
/ \ \ - - - - 498 \ s ; :T6 , 00.0 I ; STA. 1*71.57, 0.47 R
15 - - - - \ 000200 1 . 5 , 6 �e488.68 » i
496 ,� 0' MIN \ 27LF 6" PVC \ TYPE 1-48 i
\ \ RIM 507.75 i
� ��: � \ 9a � ,�,� � 0 0.1123 I i 8 /E /N 499.85 N
18s h px s SSCO 8 -- i ( J
B �30.01 25 RIM 496.51 (SW)
as14 as1s� \ \ 492 \1 \ , 5� 1 i 8" lE OUT 499.75 SW
490 \ - 11 6» / 488.23 / , -
W
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3 5 - --Af880573'� J9770 s , 9 0. 0736 I
r \ \ \ \ SSMH 4 y7.. 22LF 6" PVC i [.
° » f L 0 0.1955 163.85 � I W
86LF 8 PVC I _
TYPE 1f¢9.82, 1.62 R i / 0.01711 / +08 \s 44 \ \ i STA. 1f24.33, 0.00' i Q
\ R/M 498. 7 , aza4 » I TYPE 1-48 --
�MH 114LF PVC 0 0. 15e \
' I 8 IF IN 490.37 (NW)
I , RIM 504.41
\ 8" IF OUT 490.27 (E i r` _ A. \3f93�72, 5.27 R( - i 8" IF IN 496.51 (NO p
------� \ i 1-48 62LF 8") VC . \ i L 8-1E WT-46-4r (`Wr U
\ I i Rl 496 70- - -I- - - 9 0. 0875 1 I
X�j �
I� 8" E IN 488. 0 10 I o I Q
» 5 � � STA. 3 .03, . -� - � � �
8 E OUT 488 0'(S4, I : J \ TYPE 1-148" - 353
zl
RIM 49,152 / .- 354
�N� " lE /NI 483.32 NW 4 I i 0
W I -------------------------------------------- --- \ sz7 12 133LF 6" PVC 3� _ ( J I EXISTING TREES TO BE
--------------------------------------------
-------------- -� I� 355 RETAINED 12, 788E SF � 0 0.1294 I 8�1E lM 483.32 (EJ s, 015E SF I i (ryp) I
\ PAD \ I x56 \ I 8" I� 041T 48J22 (SJ SAD
I --f 356 II
\ � � 4.9.5� I : , I
W ' \ I N
\I SSCO 4 49�5 I I
----� --� \ \ 26 rk RIM 494.77 O% I corn `n ---- 359 I V
Q ; -�- \ I SSCO 1 5 :. 12.47 s H I
\s - - - _ - R/M 495.03 \
360
L,j\ 8249-1 \ \ 6 /E 486.75 6 a`l 486.23 ` TR. G 11
" lE 486.72 » J--93s 799E SF 1�
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NOTE
494 1 .. 23LF 6 PVC 8363 I,
0 0.1716
TR. H
\ R1493 94 c\; 22 tix1 335LF 8" PVC - s 950E SF 11
6� 1Ei85.0� `�' Z,pg -I 0 0.0131 I � 1
8242 Xm SSCO 3
PAD 1 PAD \ I 38 \ » 17. 06� 1 RIM 494.07 3 I �-
3o8sF 33LF 6 PVC 23LF 6 PVC I 9, 005E SF I
\ \ 493 5 ®0. 0948 0 0.1535 1 6 /E 485.47 ; i
6" lE 485.47 2A204-
SEE SHEET C5.02 PROJECT NO. 20134
S-423002
gIDEKO.�IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
SLOCATIONS SHALL BE VERIFIED W/TH EX/STING PROPERTY of Wgsy;.;'�� R-423025
Z ,......
OWNERVE S AL ONG ORCAS A NP
TUB R/OR TO CONSTRUCTION. ANY
REVISIONS TO THE STUB LOCATIONS SHALL BE APPROVED BY C4` Z: CIVIL ENGINEERING DEVELOPMENT ENGINEERING
THE CITY PRIOR TO CONSTRUCTION. w{, LANDSCAPE ARCHITECTURE NJanders 06/07/2023
off•. ,p, 41846 0
PLANNING
o�FSS/.... E����
DESIGN SURVEYING
WASTEWATER UTILITY
-�-2
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
jstowell 06/08/2023
(D
1
CITY COMMENTS
SES
0 12 2
/
SHM
SURVEYED :
RDW
SCALE:
VERTICAL- NAVD 1988
DATE:
MARCH 2O22
2
REVISE WALL
SES
3/7/23
SHM
HORIZONTAL: NAD 1983/1991
_ CITY OF
DESIGNED:
3
CITY COMMENTS
SES
1 /25/23
SHM
SHM
R E N TO N
%4j
FIELDBOOK:
PAGE
4
CITY COMMENTS
SES
6 5 23
SHM
°RP'W"`
SES
SEWER
PLAN
DRAWING N0:
ONE IN
DATUM
CHECKED:
SHM
AT FULL SCALE
Planning/Building/Public Works Dept.
C5. 01
NOT ONE INCH
NO.
REVISION
BY
DATE
APPR
APPROVED:
SHM
C
SCALE ACCORDINGLY
SHEET: 25 OF, 40