HomeMy WebLinkAboutS-4230020
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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' \
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l 8" lE /N 467.5 (S)
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STA. 8�01.74, 343.29' L \ \ I �
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8" lE /N 467.4 � \ \ � 36LF 6" PVC � /� � I � \ \ RIM 505.18 1 �
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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
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` 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
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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
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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
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» 5 � � STA. 3 .03, . -� - � � �
8 E OUT 488 0'(S4, I : J \ TYPE 1-148" - 353
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RIM 49,152 / .- 354
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W I -------------------------------------------- --- \ sz7 12 133LF 6" PVC 3� _ ( J I EXISTING TREES TO BE
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\ PAD \ I x56 \ I 8" I� 041T 48J22 (SJ SAD
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\s - - - _ - R/M 495.03 \
360
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PAD 1 PAD \ I 38 \ » 17. 06� 1 RIM 494.07 3 I �-
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\ \ 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